MGNREGA Activity Codes

MGNREGA Activity Codes including Description,Unit

ACT CODE
ACTIVITY NAME
UNIT
ACT00CLEARING AND GRUBBING ROAD LAND INCLUDING UPROOTING RANK VEGETATION, GRASS, BUSHES, SHRUBS, SAPLINGS AND TREES GIRTH UP TO 300 MM, REMOVAL OF STUMPS OF TREES CUT EARLIER AND DISPOSAL OF UNSERVICEABLE MATERIALS AND STACKING OF SERVICEABLE MATERIAL TO BE USED OR AUCTIONED, UP TO A LEAD OF 1000 METRES INCLUDING REMOVAL AND DISPOSAL OF TOP ORGANIC SOIL NOT EXCEEDING 150 MM IN THICKNESS.HECTARE
ACT001SUPPLY PLASTIC STRING QUANTITY @ 0.25 KG/100 NOS OF BAGKG
ACT210CM THICK DRY BRICK KHOA WELL WATERED &; RAMMED TO RECEIVE A.S.FLOORINGSQM
ER02RAMMING OR ROLLING EATH WORK WITH LIGHT H.R.R. IN EMBANKMENT IN LAYERS NOT EXCEEDING 0.3MCUM
ACT03CEMENT CONCRETE [1:4:8] USING 40MM SIZEB.H.G. METAL INCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERING CURRING, ETC. COMPLETECUM
ACT412MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERS INCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ER04FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50 M AND INITIAL LIFT 1.5 M AS PER DIRECTION OF ENGINEER-IN-CHARGE.SQM
ACT05CEMENT CONCRETE [1:3:6] USING 40MM SIZEB.H.G. METAL INCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERING CURRING, ETC. COMPLETECUM
ACT007GENERATION OF SEMI-SKILLED PERSONDAYSDAYS
ACT716MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYWITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ACT008GENERATION OF SKILLED PERSONDAYSDAYS
ACT08EARTH WORK IN OPEN WELL EXCAVATION IN HARD SOIL OR GRAVELLY SOIL WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AND AS PER THE DIRECTION OF ENGINEER-IN-CHARGE.CUM
ACT09ROUGH STONE DRY PACKING IN APRONS AND REVETMENTS WITH HARD GRANITE STONE.CUM
ER09SECTIONING AND CAMBERING EARTH WORK IN ROAD FORMATION TO PROPER SPECIFICATION APPROVED BY THE DEPARTMENTCUM
ACT1016MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ACT11LABOUR FOR ADMIXING SAND AND MOORUM ETC. COMPLETE INCLUDING COST OF ALL LABOURS AND HIRE CHARGES OF T &; P MATERIALS REQUIRED FOR WORK BUT EXCLUDING COST AND CONVEYANCE OF SAND AND MOORUMCUM
ACT12LABOUR FOR CONVEYING STACKS FROM WORK SITE AND SPREADING MOORUM OVER THE ROAD SURFACE TO THE REQUIRED GREAD, THICKNESS &; CAMBER FOR SUB-BASE INCLUDING WATERING ,ROLLING WITH P.R.R, INCLUDING COST &; CONVEYANCE OF MATERIAL , ALL LABOUR AND T&;P REQUIRED FOR THE WORK INCLUDING RUNNING &; HIRE CHARGES OF P.R.R. ETC. COMPLETE.CUM
ACT1332MM.TH. PIASAL WOOD OR LOCAL TEAK WOOD PANELLEDSHUTTERS MOULDED PANELS WITH ALL LABOUR, IRON FITTINGS,AND WOODEN HINGED CLEATS ETC. FITTED AND FIXED COMPLETEIN ALL RESPECT. BUT EXCLUDING THE COST OF IRON FITTINGS.SQM
ACT146 MM THICK CEMENT PLASTER (1:4) TO R CC SURFACES FINISHED SMOOTH INCLUDING CLOSED DEEP CHIPING AND SLURY TREATMENT. PER 1 SQMSQM
ACT15ALIGNMENT, LAYOUT ETC.SQM
ACT16ALIGNMENT, LAYOUT, PEGGING ETC.HECT
ACT17APPLYING OF CHEMICAL FERTILIZER INCLUDING COST OF MATERIALS, CONVEYANCE ETC.KG
ACT18APPLYING OF ORGANIC MANURE, COMPOST. NEEM CAKE INCLUDING COST OF MATERIALS, CONVEYANCE ETC.KG
ACT19APPLYING OF PESTICIDES INCLUDING COST OF MATERIALS, CONVEYANCE ETC.LTR
ACT20RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( FOUNDATIONM FOOTING AND BASE COLUMN)SQM
ACT21C.B.BRICK MASONARY WITH [1:6] C.M. IN FOUNDATION &; PLINTH INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES AND ROYALTY ETC. COMPLETE.CUM
ACT22BLINDING ROAD SURFACE WITH GRAVEL 6MM THICK INCLUDING ALL COST CONVEYANCE TAXES &; ROYALITY ETC COMPLETESQM
ACT23CEMENT CONCRETE (1:3:6) USING 4 CM SIZE HG METALCUM
ACT24CEMENT CONCRETE [1:2:4] USING 12MM SIZE H.G. CHIPS INCLUDING ALL COST CONVEYANCE TAXES, ROYALIT, WATERING CURRING, ETC. COMPLETECUM
ACT2512MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ACT2612MM TH. CEMENT PLASTER [1:4] OVER BRICK MASONARYINCLUDINGCEMENT PUNNING AND BITUMEN PAINTING OVER TOP OF WALL WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ACT27CEMENT CONCRETE M20 GRADE WITH CRUSHED GRANITE COARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXED IN BATCHING AND MIXING PLANT INCLUDING COST OF ALL MATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATION OF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BY MECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWER HOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5M HEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVE BLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE.CUM
ACT28CEMENT CONCRETE M25 GRADE WITH CRUSHED GRANITE COARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXED IN BATCHING AND MIXING PLANT INCLUDING COST OF ALL MATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATION OF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BY MECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWER HOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5M HEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVE BLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE.CUM
ACT29CEMENT CONCRETE WITH 12 MM SIZE H.G. CHIPS IN (1:2:4)CUM
ACT30CEMENT CONCRETE WITH 4 CM SIZE H.G. METAL IN (1:4:8)CUM
ACT31CEMENT FLUSH POINTING (1:3)SQM.
ACT32CEMENT FLUSH POINTING IN C.M. (1:3)SQM
ACT33CEMENT PLASTER (1:4)SQM
ACT35CESSRS.
ACT36CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES AND TREESSQM
ACT37CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES AND TREES FOR SITE CLEARANCE.SQM
ACT40CLEANING OF WATER HYACINTHSQM
ACT42COLLECTION OF STAKING MATERIALS WITH STAKING CHARGESNO.
ACT43COLOUR WASHING TWO COATS OVER A COAT OF WHITE WASHING WITH SHELL LIME AND COLOURING MATERIALS PER ONE SQMT.SQM
ACT45CONST OF BOUNDARY TRENCHCUM
ACT46CONST OF PUDDLE CORE WALLCUM
ACT47CONSTN OF TRANSPERENCY BOARD INCLUDING PLASTERING, PAINTING &; WRITING ETC COMPLETE.SQMT
ACT50CONVEYING FROM STACKS AND SPREDING METAL OVER THE ROAD SURFACE TO PROPER CAMBER AND CONSOLIDATION WITH P.R.R. WITH ALL LABOUR AND T&;P REQUIRED FOR THE WORK INCLUDING COST &; CONVEYANCE OF MATERIAL AND RUNNING AND HIRE CHARGES OF P.R.R. ETC. COMPLETE.CUM
ACT51COST &; CARRIAGE OF HUME PIPESRMT
ACT52COST OF FIRST AID KITSNO.
ACT53COST OF HUME PIPERMT
ACT54COST OF MS RODQTL.
ACT55COST OF MS SHUTTERKG.
ACT56COST OF MULCHING MATERIALS INCLUDING LABOUR CHARGESNO.
ACT57COST OF PHOTOGRAPHSNO.
ACT58COST OF PLANTING MATERIALS (SEED/STUMP), TRANSPORTATION CHARGES TO THE WORK SITE.NO.
ACT59COST OF PLANTING MATERIALS (SEEDLING), TRANSPORTATION CHARGES TO THE WORK SITE.NO.
ACT60CRECHE FACILITYRS.
ACT61CUTTING OF TREES, INCLUDING CUTTING OF TRUNKS, BRANCHES AND REMOVAL OF STUMPS, ROOTS, STACKING OF SERVICEABLE MATERIAL WITH ALL LIFTS AND UP TO A LEAD OF 1000 METRES AND EARTH FILLING IN THE DEPRESSION/PIT.RS.
ACT62DEWATERINGHR
ACT64DISTEMPERING TWO COATS WITH ANY SHADE OVER A COAT OF WHITE WASHING WITH SHELL LIME EXCLUDING COST AND CONVEYANCE OF DISTEMPER .SQM
ACT65DRAWING, DIGGING OF TRIAL PIT, STRUCTURAL DESIGNRS.
ACT66DRESSED SEASONED SAL WOOD WORK FRAMED AND FIXED[WROUGHT AND PUT UP] IN TRUSSES, PURLINS, FRAMES OF DOORS , WINDOWS AND BEAMS PER ONE CUM.CUM
ACT67DRY STONE MASONRY IN WELL STAININGCUM
ACT68DRY STONE MASONRY OR ROUGH STONE DRY MASONARY FOR GUARD WALLS AND RETAINING WALLS WITH HARD GRANITE STONESCUM
ACT69DRY STONE MASONRY OR ROUGH STONE DRY MASONRY FOR GUARD WALL WITH HARD GRANITE STONES.CUM
ACT70DRY STONE PACKINGCUM
ACT71EARTH WORK EXAVATION IN FOUNDATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT72EARTH WORK EXAVATION IN HARD SOIL &; GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT73EARTH WORK EXAVATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT74EARTH WORK EXAVATION IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT75EARTH WORK EXAVATION OF FOUNDATION IN HARD OR GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE.CUM
ACT76EARTH WORK EXAVATION OF FOUNDATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE.CUM
ACT77EARTH WORK EXAVATION OF FOUNDATION IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE.CUM
ACT78EARTH WORK IN EXCAVATION IN ALL KINDS OF EARTH IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT79EARTH WORK IN EXCAVATION IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT80EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT81EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT82EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT83EARTH WORK IN EXCAVATION IN FOUNDATION IN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT84EARTH WORK IN EXCAVATION IN FOUNDATION IN STONEY EARTH INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT85EARTH WORK IN EXCAVATION IN FOUNDATIONIN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT86EARTH WORK IN EXCAVATION IN HARD SOIL IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT87EARTH WORK IN EXCAVATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT88EARTH WORK IN EXCAVATION IN ORDINARY SOIL IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT89EARTH WORK IN EXCAVATION IN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT90EARTH WORK IN EXCAVATION IN STONEY EARTH IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT91ROUGH DRESSED LATERITE STONE MASONRY WITH [1:6] C.M. IN SUPERSTRUCTURE INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES AND ROYALTY ETC. COMPLETE.CUM
ACT92EARTH WORK IN EXCAVATIONIN FOUNDATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT93EARTH WORK IN HARD SOIL &; GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING FOR DIGGING OF PITS.CUM
ACT94EARTH WORK IN HARD SOIL OR GRAVELLY SOIL WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AND AS PER THE DIRECTION OF ENGINEER-IN-CHARGE.CUM
ACT952.5 CM TH. DAMP PROOF COURSE WITH C.C.(1:2:4)USING 12MM SIZE B.H.G.CHIPS INCLUDING WATERINGCURRING, COST, CONVEYANCE, TAXES &; ROYALITY ETC.SQM
ACT96EARTH WORK IN OPEN WELL EXCAVATION IN STONY EARTH AND GRAVELS MIXED WITH STONE AND BOULDERS NOT EXCEEDING 0.014 CUM IN VOL. WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYER NOT EXCEEDING 0.3 M IN DEPTH AND AS PER SPECIFICATION APPROVED BY THE DEPT.CUM
ACT97EARTH WORK IN OPEN WELL EXCAVATION IN ORDINARY SOIL ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT98EARTH WORK IN ORDINARY SOIL ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT99EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING FOR DIGGING OF PITS.CUM
ACT100EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT101EARTH WORK IN STONY EARTH AND GRAVELS MIXED WITH STONE AND BOULDERS NOT EXCEEDING 0.014 CUM IN VOL. WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYER NOT EXCEEDING 0.3 M IN DEPTH AND AS PER SPECIFICATION APPROVED BY THE DEPT.CUM
ACT0102LABOUR FOR FITTING AND FIXING 12.5 CM DIA U.C BULLAH FOR TIE AND RUNNER ETC. AND FOR ½ SPLIT BULLAH WAILING PIECE.MTR
ACT102EARTH WORK IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING FOR DIGGING OF PITS.CUM
ACT0103SUPPLYING FITTING &; FIXING 40MM. DIA OLD G.I PIPEMTR
ACT103EARTH WORK IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE.CUM
ACT0104SUPPLYING FITTING &; FIXING J HOOK CONNECTION WITH C.G.I SHEETKG
ACT104ELECTRICAL INSTALATION INCLUDING SUPPLYING FITTING FIXING ALL COST CONVEYANCE TAXES LABOUR ETC COMPLETE.RS
ACT0105SUPPLYING FITTING &; FIXING C.G.I SHEET FOR ROOF COVERMT.SQ
ACT105FILLING FOUNDATION AND PLINTH WITH SAND INCLUDING ALL LEADS AND LIFT WATERING, RAMMINGCOST, CONVEYANCE, TAXES AND ROYALTY ETC.CUM
ACT0106SUPPLYING FITTING &; FIXING EARTHEN RING FOR SOAK PITNO
ACT106FILLING FOUNDATION AND PLINTH WITH SANDINCLUDING ALL LEADS AND LIFT WATERING, RAMMINGCOST, CONVEYANCE, TAXES AND ROYALTY ETC.CUM
ACT0107SUPPLYING FITTING &; FIXING SOAK PIT COVER FOR SOAK PITPCS
ACT107FILLING IN FOUNDATION AND PLINTH WITH SAND WATERED AND RAMMEDCUM
ACT0108SUPPLYING FITTING &; FIXING CONCRETE NADAPCS
ACT108FILLING OF PITS (CARRYING ORGANIC MANURE MIXING WITH SOIL BASAL DOSE OF FERTILIZER)PIT
ACT0109SUPPLYING HEXAGONAL SQUARE MESH WIRE NETTING I.R.C FEBRIC MESH OR X.P.M INCLUDING BINDINGSQUARE METRE
ACT109FILLING OF POLY POTS WITH SOIL MIXTURE AND STAKING THEM IN SEED BED WITH BRICK LININGNO.
ACT110FINE DRESSING AND TURFFING WITH INITIAL LEAD OF 50 M AND 1.5M IN INITIAL LIFT AS PER DIRECTION OF ENGINEER-IN-CHARGE.SQM
ACT111FOOD GARAINHA.
ACT111PLAY GROUNDHA.
ACT112FINE DRESSING AND TURFING WITH ALL LEAD AND LIFT AS PER DIRECTION OF ENGINEER-IN-CHARGE.SQM.
ACT114FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50M AND 1.5M INITIAL LIFTSQM
ACT115FINE DRESSING OF EARTH WORK IN ORDINARY OR HARD SOIL IN ROAD FORMATON ACCORDING TO THE DIRECTION OF THE DEPARTMENT INCLUDING CUTTING OR FILLING EARTH UPTO 0.15M DEPTH OF SURFACE.CUM
ACT117FINISHING WALL SURFACE OF WALLS WITH ACRYLIC WALL PUTTY (WATER BASED) OF APPROVED MAKE AND FINISHED SMOOTH AND EVEN SURFACE TO RECEIVE PAINTING INCLUDING COST OF SCAFFOLDING STAGING CHARGES WITH COST OF ALL MATERIALS TAXES, LABOUR T&;P ETC COMPLETE.SQM
ACT118FINISHING WALLS WITH CEMENT PAINT OF APPROVED SHADE ON TWO COAT OVER A COAT OF WHITE WASHING TO GIVE AN EVEN SHADE INCULDING COST OF PAINT.SQM
ACT119FIRST AID KITRS.
ACT122FIXING OF FILLER BOARD FOR EXPANSION JOINTSSQMT
ACT123FIXING TILES IN DADOS SKIRTING AND RISERS OF STEPS ON 12MM THICK CEMENT PLASTER (1:3) JOINTED WITH NEAT CEMENT SLURRY MIXED WITH PIGMENTS TO MATCH THE SHADE OF THE TILES INCLUDING RUBBING AND POLISHING COMPLETE EXCLUDING COST OF TILES.(INCLUDING COST OF TILES)SQM
ACT124FIXING TILES IN FLOORS TREADS OF STEPS AND LANDING ON 25MM THICK BED OF CEMENT MORTAR 1:1 [1CEMENT : 1SAND] JOINTED WITH NEAT CEMENT SLURY MIXED WITH PIGMENT TO MATCH THE SHADES OF THE TILES INCLUDING RUBBING AND POLISHING COMPLETE.(INCLUDING COST OF TILES)SQM
ACT125HONEY COMB MASONRY WITH BRICKS IN CEMENT MORTRAR (1:4) AND PLASTERED WITH 16MM, THICK CEMENT MORTAR (1:6) INCLUDING WHITE WASHING 2 COATSSQM
ACT126INTER CROPPING WITH VEGETABLES / PULSES INCLUDING COST OF SEEDSHECT.
ACT127INTER CULTURAL OPERATION INCLUDING WEEDING &; HOEINGNO.
ACT128IRRIGATION / WATERING INCLUDING COST OF PITCHER (EARTHEN POT) WITH TRANSPORTATIONNO.
ACT129K.B.BRICK MASONARY WITH [1:6] C.M. IN FOUNDATION &; PLINTH INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES AND ROYALTY ETC. COMPLETE.CUM
ACT130K.B.BRICK MASONARY WITH [1:6] C.M. IN SUPERSTRUCTURE INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES ANDROYALTY ETC. COMPLETE.CUM
ACT131LABOUR FOR FITTING AND FIXING OF MS SHUTTERKG.
ACT132LABOUR CESSRS.
ACT133LABOUR CHARGES FOR LAYING HUME PIPESRMT
ACT13520MM TH. GREADING PLASTER [1:4] OVER ROOF SLAB INCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.SQM
ACT136LABOUR FOR CUTTING, BENDING, BINDING OF MS RODQTL.
ACT137LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION COST OF BINDING WIRE, EXCLUDING M.S. / T.S. ROD ETC. COMPLETE.QNTL
ACT138LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION EXCLUDING COST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE.QNTL
ACT139LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION INCLUDING COST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE.CUM
ACT141LABOUR FOR FIXING BIG SIX OR TRAFFORD AC SHEET IN ROOF INCLUDING FIXING OF RIDGES, WIND TIES ETC. COMPLETE.SQM
ACT142LABOUR FOR FIXING G.C.I. SHEET IN ROOF DRILLING HOLES IN WIND TIES INCLUDING FIXING OF RIDGES, VALLEYS WIND TIES.SQM
ACT143LABOUR FOR SOLING ROAD SURFACE WITH SOLING STONES INCLUDING FILLING THE INTERSTICES WITH EARTH AND ROLLING WITH HAND ROAD ROLLER BUT EXCLUDING COST AND CONVEYANCE OF SOLING STONES.CUM
ACT144LABOUR FOR SPREADING METAL FOR PATCH OR POT HOLE REPAIRS AND CONSOLIDATION WITH H.R.R. OR RAMMERS, CRUSHER SCREENING/ GRAVELLING AND SAND BINDING, ETC. COMPLETE BUT EXCLUDING COST AND CONVEYANCE OF METAL, CRUSHER SCREENING/MOORUM AND SANDCUM
ACT145LABOUR FOR SPREADING METAL TO PROPER CAMBER AND CONSOLIDATION WITH H.R.R. INCLUDING WATERING AND TURF EDGING BUT EXCLUDING COST AND CONVEYANCE OF METAL AND FILLER MATERIALSCUM
ACT146LABOUR FOR SPREADING METAL TO PROPER CAMBER AND CONSOLIDATION WITH P.R.R. INCLUDING WATERING AND TURF EDGING BUT EXCLUDING COST AND CONVEYANCE OF METAL AND FILLER MATERIALSCUM
ACT147LABOUR FOR SPREADING MOORUM AND CONSOLIDATION WITH HRR INCLUDING WATERING INCLUDING COST AND CONVEYANCE OF MOORUMCUM
ACT148LATERITE STONE MASONRY (1:6)CUM.
ACT149LATERITE STONE MASONRY IN CEMENT MORTAR (1 : 6) IN FOUNDATIONAND PLINTHCUM
ACT150LAYING OF DIFFERENT DIA R.C. HUME PIPEMTR
ACT151LAYING OF DIFFERENT DIA. R.C. HUME PIPEMTR
ACT152LAYING OF VINYL FLOORINGSQM
ACT153MAKING OF BOUNDARY FENCING ARRANGEMENT WITH AVAILABLE LOCAL MATERIALS.RMT.
ACT154MAKING OF FENCING ARRANGEMENT WITH BAMBOO GABION WITH ALL ROUND FENCING.EACH
ACT156MAKING OF FIRE LINE CONTROL FOR PROTECTION OF PLANTSHECT.
ACT157MAKING OF SHEDS WITH LOCAL AVAILABLE MATERIALSSQM
ACT158MOORUM BACKING IN CANALS FOR CONCRETE LININGSCUM
ACT159PAINTING TWO COATS WITH APPROVED PAINT OVER A COAT OF PRIMER WITH ANY APPROVED PRIMERSQM
ACT160PHOTOGRAPHSRS.
ACT161PHOTOGRAPHS IN FOUR STAGESEACH SET
ACT162PHOTOGRAPHS IN THREE STAGESRS.
ACT163PLANTING OF SEEDLING FOLLOWED BY WATERINGNO.
ACT164PREPARATION AND LEVELING OF SEED BEDSNO.
ACT165PREPARATION OF POT MIXTURE FOR RAISING OF SEEDLING IN POLY POTS INCLUDING COST OF POLYTHENE, SOIL MIXTURENO.
ACT166ANGANWANIHA.
ACT166PROVIDING AND FIXING OF PRELAMINATED PVC DOORS INCLUDING COST OF MATERIALSSQM
ACT167PROVIDING FITTING AND FIXING OF FALSE CEILLING WITH ALUMINIUM ANODISED T SECTION NO. 3215 WITH 2'-0" CENTER TO CENTER, L SECTION NO. 1705 UPTO 15 MICRON ON 4 WALLS TO BE FIXED BY MEANS OF STEEL SCREW AND P.V.C PLUG AND THE ALUMINIUM GRID 2'-0"X2'-0" SUSPENDED FROM CEILING ETC COMPLETESQM
ACT168PROVIDING FITTING FIXING FINISHING MS GRILLS IN WINDOWS AND GRILL GATE AT VERANDAH INCLUDING ALL COST CONVEYANCE TAXES FABRICATION CHARGES ETC.COMPLETE.KG
ACT169PROVIDING FITTING, FIXING OF AL. DOOR WITH OEL ANODIZED AL. DOOR SECTION OF 9202 AS VERTICAL MEMBER, 9201 AS TOP MEMBER AND 9200 AS BOTTOM AND MIDDLE MEMBER AND 12MM THICK PRE-LAMINATED BOARD FIXED ON DOOR FRAME BY MEANS OF TAPERED CLIP NO. 4660 AND THE FRAME TO BE COMPLETED BY MEANS OF JOINTING ANGLE NO. 1855 INCLUDING ALL COST OF LABOUR, T&;P , HIRE CHARGES OF DRILLING MACHINE, LABOUR CHARGES ETC. COMPLETESQM
ACT170PROVIDING PVC PIPES FOR WEEP HOLES IN GUARD WALL AND ABUTMENTS.MTR
ACT171PROVISION FOR CRECHPER DAY
ACT173PROVISION FOR DISPLAY BOARDNO.
ACT175PROVISION FOR DRINKING WATER FACILITYMANDAY
ACT176PROVISION FOR LABOUR WALE FARE CESSRS.
ACT178PROVISION FOR TEMP. REST SHEDNO.
ACT179PROVISION FOR WAGE OF GRAM SANJOJAK / UDYAN SATHI / MATENO.
ACT180PRUNING OF TWIGS BRANCHESSQM
ACT181R.C.C [1:1.5:3] USING 12MM SIZE B.H.G.CHIPS INCLUDING ALL COST CONVEYANCE HOISTING LAYING TAXES,ROYALIT,WATERING CURRING, &; CENTERING SHUTTERING ETC.EXCLUDING COSTOF IRON ROD .CUM
ACT182R.R.STONE MASONARY WITH[1:6] C.M. USINGHARD GRANITE STONES INCLUDING WATERING CURRINGCOST, CONVEYANCE, TAXES &; ROYALITY ETC.CUM
ACT185RANDOM RUBBLE HARD GRANITE STONE MASONRY IN CLAY OR SAND OR GRAVEL GROUTED IN FOUNDATION AND PLINTHCUM
ACT186RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR IN OPEN WELL STAINING (1:6)CUM
ACT187RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR IN FOUNDATION AND PLINTH (1:6)CUM
ACT189RCC M20 GRADE CONCRETE WITH 20 MM DOWNGRADED HG CHIPSCUM
ACT190REMUNARATION TO GRAM SANJOJAKPER DAY
ACT192REMUNERATION OF GRAM SANJOJAKDAY
ACT194RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( BEAM &; COLUMN)SQM
ACT195RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( FINIS &; WALLS)SQM
ACT196RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( LINTEL)SQM
ACT197RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( MASS CONCRETE)SQM
ACT198RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( PLINTH BAND )SQM
ACT199RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( SLAB)CUM
ACT201RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( SLAB, CHAJJA)SQM
ACT202RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( STAIR CASE)SQM
ACT203ROLLING AND COMPACTING TO SUB GRADE OR FORMATION LOOSENING BY CUTTING ORDINARY EARTH FOR 0.15 MTR. DEPTH INCLUDING WATERING AND ROLLING BY PRR.CUM
ACT204EARTH WORK IN EXCAVATION IN STONEY EARTH INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE.CUM
ACT205ROUGH STONE DRY PACKING IN APPRONS AND REVETMENTS WITH HARD GRANITE STONES INCLUDING ALL COST, CONVEYANCE TAXES &; ROYALITY ETC COMPLETE.CUM
ACT206ROUGH STONE DRY PACKING IN APRONS AND REVETMENTS SPURS AND LAUNCHING APRON WITH HARD GRANITE STONE.CUM
ACT2072.5CM TH. A.S.FLOORING WITH C.C.(1:2:4) USING12MM SIZE B.H.G. CHIPS INCLUDING WATERINGCURRING COST CONVEYANCE TAXES&; ROYALITY ETC.SQM
ACT208ROUGH STONE DRY PACKING WITH HG STONE.CUM
ACT209RR STONE MACHINERY FOR DRY GUARD WALLCUM
ACT211SOIL WORKING WITH FORMATION OF HALF MOON CIRCLESNO.
ACT212SORTING &; GRADING AND SHIFTING OF POLY POTSNO.
ACT213SOWING OF SEEDS/STUMPS WITH WATERINGNO.
ACT214SUPPLYING FITTING FIXING SANITARY WORKS INCLUDING ALL COST CONVEYANCE TAXES LABOUR ETC COMPLETE.RS
ACT215SUPPLYING, FITTING, FIXING UP WINDOW (SLIDING TYPE) MADE UP ALUMINUM SECTION, AS WINDOWS FRAME AND AS SHUTTER FRAME WITH 5MM THICK BLACK GLASS AS PANEL FITTED WITH RUBBER BEADING INCLUDING LOCKING ARRANGEMENT INCLUDING ALL FITTING INCLUDING COST OF MATERIALS ALL TAXES LABOUR, T&;P ETC. COMPLETE AS PER DIRECTION OF ENGINEER-INCHARGE.SQM
ACT217SURVEY &; INVESTIGATIONRS
ACT219SURVEY AND INVESTIGATIONRS.
ACT220SURVEY AND INVESTIGATION WORKRS.
ACT221TEMPORARY SHEDRS.
ACT222TRANSPARENCY PILLARRS.
ACT223WAGES FOR WATER SUPPLYDAY
ACT225WALL PAINTING 2 COATS WITH PLASTIC EMULSION PAINT OF APPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE.SQM
ACT226WALL PAINTING 2 COATS WITH WEATHER COAT PAINT OF APPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE.SQM
ACT227WATCH AND WARDMAN DAY
ACT228WATCH AND WARD FOR – 3 YEARSMANDAY
ACT229WATERING CHARGESNO.
ACT230WHITE WASHING THREE COATS WITH SHELL LIME PER ONE SQMT.SQM
ACT231WHITE WASHING TWO COATS WITH SHELL LIME PER ONE SQMT.SQM
ACT232WORK SITE FACILITIES LIKE TEMPORARY SHADERS
ACT23320MM TH. CEMENT PLASTER [1:6] OVER STONE MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.CUM
ACT234C.B.BRICK MASONARY WITH [1:6] C.M. IN SUPERSTRUCTURE INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES ANDROYALTY ETC. COMPLETE.CUM
ACT235SELECTION OF SITE AND CLEANINGNOS
ACT236FENCINGNOS
ACT237PREPARATION OF MOTHER BED AND POLYPOD BEDSNOS
ACT238SEED SOWING IN MOTHER BED AND FILLING UP OF POLYPODSNOS
ACT239PREPARATION OF SHEDNOS
ACT240PRICKING OUT SEEDINGSNOS
ACT241TWO TIMES WEEDING IN MOTHER BEDS AND POLYPOD BEDSNOS
ACT242WATERING IN MOTHER BEDS AND POLYPOD BEDSNOS
ACT243EARTHWORK IN FOUNDATION TRENCHESCUM
ACT244EARTHWORK IN FILLINGCUM
ACT245LAYING SOLLINGSQM
ACT246CEMENT CONCRETE (1,3,6)CUM
ACT247CEMENT CONCRETE (1,1.5,3)CUM
ACT248REINFORCEMENT OF RCC WORKQTL
ACT249HIRE LADOUR CHARGE FOR SHUTTERINGSQM
ACT250BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER(6,1)CUM
ACT25125MM DPC WITH CEMENT MORTER (4,1)SQM
ACT252125MM THK. BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER (4,1)SQM
ACT253MAKING FOR DOOR AND WINDOW FRAME(75MM X 100MM)M
ACT254FITTING AND FIXING DOOR AND WINDOW FRAMENOS.
ACT255MAKING DOOR AND WINDOW SHUTTERSQM
ACT256FITTING AND FIXING DOOR AND WINDOW SHUTTERNOS.
ACT2576MM THK. PLASTER (4,1) CEMENT SAND MORTERSQM
ACT25812MM THK. PLASTER (4,1) CEMENT SAND MORTERSQM
ACT25925 MM THK. ARTIFICIAL STONE FLOORINGSQM
ACT260NEAT CEMENT PUNNING ABOUT 1.5MM THK.SQM
ACT26175MM THK. BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER (4,1)SQM
ACT26220MM THK. PLASTER (6,1) CEMENT SAND MORTERSQM
ACT263COLLAPSIBLE GATE WITH 40MM X 40MM X 6MM TEE AS TOP AND BOTTOM GUIDE RAIL 20MM X 10MM X 2MM VERTICAL CHANNEL 100MM APART IN FULLY STRECHED POSITION. 20MM X 5MM MS FLATS AS COLLAPSIBLE BRACINGS PROPERLY RIVETTED AND WASHERED INCLUDING 38MM STEEL ROLLERS INCLUDING LOCKING ARRANGEMENTS, FITTED AND FIXED IN POSITION WITH LUGS SET IN CEMENT CONCRETE AND INCLUDING CUTTING NECESSARY HOLES, CHASING ETC. IN WALLS, FLOORS ETC. AND MAKING GOOD DAMAGES COMPLETE.SQM
ACT264WOOD WORK IN DOOR AND WINDOW FRAME FITTED AND FIXED COMPLETE INCLUDING A PROTECTIVE COAT OF PAINTING AT THE CONTACT SURFACE OF THE FRAME. ( THE QUANTUM SHOULD BE CORRECTED UPTO THREE DECIMALS.)CUM
ACT265M.S. CLAMPS FOR FIXING DOOR AND WINDOW FRAME MADE OF FLAT BENT BAR, END BIFURCATED, FIXED IN CEMENT CONCRETE WITH STONE CHIPS (4:2:1) FITTED AND FIXED COMPLETE AS PER DIRECTION.( COST OF CEMENT CONCRETE WILL BE PAID SEPARATELY.)NOS
ACT266FINE SAND134.51
ACT267CEMENT200
ACT268COURSE SAND109.106
ACT269BRICKS37500
ACT270CHIP 22.467.84
ACT271CHIP 11.211.037
ACT272ROD45
ACT273SAND FILLING WITH WATERING, RAMMING COMPLETENOS
ACT274CEMENT CONCRETE(1-2-4)NOS
ACT27510 INCH BRICK WORK(1-6)NOS
ACT2765 INCH BRICK WORK(1-4)NOS
ACT2773 INCH BRICK WORK(1-4)NOS
ACT278FITTING, FIXING OFPRECAST RCC POST- 9 FT LONG, 6 INCH X 6 INCH AT BOTTOM AND 4INCH X 4INCH AT TOPNOS
ACT27915 MM THICK PLASTER(1-6)NOS
ACT280NEAT CEMENT PUNNINGNOS
ACT281BAMBOO FRAMEWORK WITH COALTERRING OVER THE BAMBOO STRUCTURENOS
ACT282THATCHING THE ROOF WITH STRAWNOS
ACT283CARRYING BY HEADLOAD OF CONSTRUCTION MATERIALS FROM ROAD SIDE TO WORK SITENOS
ACT284COLLECTION OF ORGANIC WASTENOS
ACT285HANDLING OF ORGANIC WASTE FOR INCORPORATION OF VERMI WORMSNOS
ACT286MAINTAINCE OF ORGANIC WASTE AFTER INCORPORATION OF VERMIWORMSNOS
ACT287SIEVING OF PRODUCED VERMICOMPOSET, BAGING AND MARKETING OF PRODUCTNOS
ACT288EARTH WORK IN EMBANKMENT LIFTUP TO 1.5M IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING, SPREADING OR STACKING THE SOPILS WITHIN DIFFERENT LEAD THE SIDES OF TRENCHES, LEVELING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATERCUM
ACT289FINE DRESSING AND CHILCHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATION AND SIDE SLOPE OF EMBANKMENT AND CANAL BED TO REQUIRED SLOPE CAMBER AND GRADESQM
ACT290TUFING WITH SODS IN THE WITH SODS IN THE EMBANKMENT SLOPE AND SHOULDER INCLUDING COLLECTION OF SODSSQM
ACT291MAKING SAUSAGE(GABION) WORK BY FILLING BOULDER (30 KG TO 40 KG WIGHT) OBTAINED FROM NEARBY STACKS WITHIN LEAD OF 15 M. AND PLACIG TIE THEM WITH G.I WIRE NETTING FOR PROTECTION OF RIVER EMBANKMENT OR SLOPE OF HILLY ROADS.CUM
ACT292PLACING OF WIRE NETSQM
ACT293WATER CARRIERNO
ACT294CRECHENO
ACT295CRECHE SUPERVISORNOS
ACT296CARRYING OF WATERNOS
ACT297MATI KATA5
ACT298EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAINM3
ACT299LAYING SOILING TO PROPER CAMBERM2
ACT300CMENT CONCRETE WITH GARDED STONE CHIPS EXCLUDING SHUTTERING 40MMM3
ACT301LABOUR FOR SHUTTERRING WITH CENTERING AND NECESSARY STAGINGM2
ACT302BREAKING OF STONE MATERIAL WITH SATGINGM3
ACT303COLLECTING AND BREAKING OF LOCAL STONEM3
ACT304CARRAIGE OF CONSTRUCTION MATERIAL ON HEAD LOADM3
ACT305CARRAIGE OF CONSTRUCTION MATERIALBAGS
ACT306DRY RUBBLE MASONRY WALL WITH BOULDERM3
ACT307RUBBLE MASONRY WORK WITH ANY KIND OF MORTARM3
ACT308BENCH CUTTING IN HILL AREAS MAINTAINING PROPER GRADEM3
ACT309BENCH CUTTING IN HILLY AREA MAINTAINING PROPER GRADESM3
ACT310LABOUR FOR SHUTTERING WITH CENTERING NECESSARY PROPPINGM2
ACT311LAYING SOILING TO POPER CAMBER HAND PACKING SPREADING POWDERED EARTH IN THE INTERSTICES WITH DEPARTMENTAL BRICKS AND STONESM2
ACT312DRY RUBBEL MASONRY WALL WITH HARD BOULDER OBTAINED FROM NAERBY STACKS OR QUARRYM3
ACT313MAKING V SHAPDE DRAIN IN HILL ROAD OR IN CUTTING WITH DRY BOULDERS INCLIDING PLACING POWDERED EARTH IN THE SURFACEM
ACT314RUBBLE MASONRY WORK WITH ANY TYPE OF MORTAR INCLUDING RACKING OUT THE JOINTS SCAFFOLDING AND CURINGM3
ACT315CEMENT CONCRET WORKS WITH GRADED STON CHIPSM3
ACT316COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING BOULDERM3
ACT317COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING SANDM3
ACT318COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING STONECHIPSM3
ACT319CONSUMPTION OF MATERIALSM3
ACT320CARRIAGE OF CONSTRUCTION MATERIALS FROM A NEARBY ROAD POINT ON HEAD LOADM3
ACT321SURKI SAND LIME CEMENT PLASTER WORK WITH MATERIAL SUPPLIEDM2
ACT322SPREADING AND CONSOLIDATION OF R.B.MSQM
ACT323SPREADING AND CONSOLIDATING OF SINGLESCUM
ACT324EARTHWORK IN EXCAVATION TOMAKE FORMATION OF ROADS IN HILLY TRACKS INCLUDING REMOVING SPREADING OR STACKING OF SPOILS SUITABLY ETC...M3
ACT325CEMENT CONCRETE WITH 20 MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANY....M3
ACT326DRY RUBBLE MASSONARY WITH CEMENT MORTAR...M3
ACT327CARRIAGE OF BOULDERS ON HEAD LOAD...M3
ACT328CARRIAGE OF CEMENT ON HEAD LOADBAGS
ACT329CARRIAGE OF STONE CHIPS ON HEAD LOADM3
ACT330PIT ALIGNMENT1
ACT331BED PREPARATION FOR SEEDLINGKATHA
ACT332APPROACH ROADM3
ACT333DUMPING PITM3
ACT334DRAINM3
ACT335EARTHWORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SPOILS...MT.CU.
ACT336EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UP TO FLINT...MT.CU
ACT337LABOUR FOR LAYING 150MM TO 200MM BOULDER SOLING INCLUDING ROUGH DRESSING HAND PACKING AND RAMMING DOWM SMALL PIECES....MT.SQ.
ACT338CEMENT CONCRETE WITH 30MM DOWN GRADED SINGLE EXCLUDING SHUTTERING IN GROUND FLOOR (136)MT.CU
ACT339DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5M...MT.CU
ACT340ORDINARY CEMENT CONCRETE WITH GRADED STONE CHIPS (20MM NORMAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT...MT.CU.
ACT341REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STRRUPS, BINDERS ETC....KG
ACT342HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UP TO 4M USING APPROVED STOUTS PROPS AND THICK HARD WOOD PLANKSOF APPROVED THICKNESS...MT.SQ.
ACT343PLASTER (TO WALL, FLOOR, CEILING ETC) WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERRING CORNERS AS DIRECTED...MT.CU
ACT344NEAT CEMENT PUNNING ABOUT 1.5MM THICK IN WALL, DADO, WINDOW, SILLS, FLOOR, DRAIN ETC.MT.SQ
ACT345COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA).MT.CU
ACT346CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBY QUARRY OR ROAD POINT BY HEAD LOAD UPTO WORK SITE.MT.CU
ACT347CEMENT, SAND, STONE CHIPS CARRIAGE UPTO WORK SITE. FOR 500MBAGS
ACT348SANDM3
ACT349STONECHIPSM3
ACT350BOULDERM3
ACT351EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UPTO 1.50M IN DIFFERENT TYPE OF SOILM3
ACT352CEMENT CONCRETE WITH GRADED STONE CHIPS EXCLUDING SHUTTERINGM3
ACT353LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICES WITH DEPARTMENTAL BRICKS AND STONES ……ETC.M2
ACT354COLLECTION AND BREAKING OF STONE MATERIALS INCLUDING STACKING. ( MEASUREMENT OF BROKEN METAL OR KHOA WITH DUE ALLOWANCE FOR SINKAGE AND OR SHRINKAGE).M3
ACT355BREAKING OF STONE MATERIALS INCLUDING STACKING (MEASUREMENT OF BROKEN METAL WITH DUE ALLOWANCE FOR SINKAGE AND OR SHRINKAGE) LOCAL STONE 25 MM DOWN SIZEM3
ACT356CARRIAGE OF CONSTRUCTION MATERIALS FROM NEARBY QUARRY, STACKS RIVER POINT OR ROAD POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND THE ORIGINAL LEAD OF 30M…..,.ETCM3
ACT357WAGES FOR SUPERVISORPERMD
ACT358WORK CHARGE SAEMND
ACT359DISPLAY BOARDPCS
ACT360REST SHEDNOS
ACT361CRECHE SHEDNOS
ACT362SKILLEDMND
ACT363CARRAGE OF CONSTRUCTION MATERIALBAGS
ACT364CARRAGE OF CONSTRUCTION MATERIAL ON HEAD LOADM3
ACT365CUTTING IN ROAD EMBANKMENTSQUARE METRE
ACT366SHURB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEANING THE SITEHECTOR
ACT367CARRIAGE OF CONSTRUCTION MATERIAL FROM A NEARBY QUARRY (STONE CHIPS BOULDER AND SAND) ON HEAD LOAD TO A DISTANCE OF 100 M AND BEYOND 100M AND UPTO 500MM3
ACT368PIT MAKINGCUBIC NMETRE
ACT369LAND PREPARATIONSQFT
ACT370SPREADING AND CONSOLIDATION WITH HAND ROLLER WITH MATERIALS SUPPLIED ETC.SQM
ACT371FILLING EMPTY GUNNY BAGS WITH DRY EARTH, SAND STICHING THE BAGS CARRYING AND ARRANGING PROPERLY WITH A LEAD OF 60 MTR.BAGS
ACT372CARRYING THE SAND BAGS PROPERLY AND ARRANGE AS PER DIRECTION WITHIN A LEAD OF 30 MTR.BAGS
ACT373LABOUR FOR LOOSE BOULDER APRON INCLUDING CARRYING BOULDER FROM STACKS ARRANGING HAND PACKING THE SAME ETC. COMPLETECUM.
ACT374LAYING EDGING INCLUDING PREPARATION OF BED HAND PACKING, FIXING IN POSITION BACKFILLING WITH DEPARTMENTAL BRICKS STONES SUPPLIEDM
ACT375LABOUR FOR NEAT CEMENT PUNNINGM2
ACT376CONSUMPTION OF MATERIALS- FOR CRM PLASTER CC WORKS PUNNINGM3
ACT377SURKHI SAND LIME CEMENT PLASTER WORK WITH THE MATERIALS SUPPLIEDM2
ACT378CARRAIGE OF CONSTRUCTION MATERIALS FROM A NERA BY QUARRY HEAD LOAD TO DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M CEMENTBAGS
ACT379CARRIAGE OF SAND FROM NEAR BY QUARRY ON HEAD LOADM3
ACT380CARRIAGE OF BOULDER MATERIALS FROM A NEAR BY QUARRY ON HEAD LOADM3
ACT381PLY WOODSQFT
ACT382ROYALTY FOR BOULDERRS
ACT383IIRON ROADKG
ACT384IRON RODKG
ACT385LABOUR FOR NEAT CEMENT PUNNING M2M2
ACT386PROVISION FOR CRECHE SUPERVISORMANDAYS
ACT387PROVIDING AND LAYING CEMENT CONCRETE M20 WITH REINFORCEMENTM3
ACT388PROVIDING AND LAYING CEMENT CONCRETE M15 WITH OR WITHOUT REINFORCEMENTM3
ACT38912MM DIA BAR LAYING STEEL REINFORCEMENT IN RCCKG
ACT390LABOUR FOR SHUTTERING WITH CENTERING NECESSARYKG
ACT391MAKING V SHAPE DRAIN IN HILL AREAS OR IN CUTTING WITH DRY BOULDERS ETC..M
ACT392EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAINM3
ACT393LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGGINGM3
ACT394CEMENT PLASTER WORK 20MM THICKNESSM2
ACT395LABOUR FRO NEAT CEMENT PUNNING M2M2
ACT396CARRIAGE OF CEMENT BAGSBAGS
ACT397SKILLED LABOURMANDAYS
ACT398SUPERVISORMANDAYS
ACT399DISPLAY BOARD AT WORK SITENOS
ACT400SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITEMTSQ
ACT401EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SOILS WITHIN DIFFERENT LEAD AND LEVELING DRESSING ETC AS REQUIRED, COMPLETEMTCU
ACT402EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UP TO FLINT. EXCAVATION EARTH. SAME AS EARTHWORK. BACK SIDE OF WALLMTCU
ACT403DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5 M.MTCU
ACT404LAYING SOILING TO PROPER CAMBER, HAND PACKING SPREADING POWDERED EARTH IN THE INTERSTICS WITH BOULDER CARRYING FROM RAMBI RIVER BED.............MTSQ
ACT405MAKING V SHAPED DRAIN IN HILL AREAS ROAD OR IN CUTTING WITH DRY BOULDER INCLUDING PLACING POWERED EARTH IN THE SURFACE AND IN THE SIDE OF THE DRAIN PROPERLYM
ACT406CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT (1.3.6)..........MTCU
ACT407LABOUR FROM SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M. USING APPROVED STOUT PROPS AND THICK HARD WOOD PLACKS OF APPROVED THICKNESS WITH REQUIRED BRACHING INCLUDING FITTING.................MTSQ
ACT40812 MM THICK SAND CEMENT PLASTERS WORK WITH MATERIALS SUPPLIED AT WORK SITEMTSQ
ACT409LABOUR FOR NEAT CEMENT PUNNING WORK SAME AS PLASTERINGMTSQ
ACT410COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKINGMTCU
ACT411CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBY QUARRY ROAD POINT BY HEAD LOAD UP TO WORK SITE.MTSQ
ACT412CARRIAGE OF CEMENT UP TO WORK SITE 155 BAGS RS. 20 BAGSBAGS
ACT413PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING........MTSQ
ACT414SURKHISANDLIME CEMENT PLASTER WORK WITH MATERIALSM2
ACT415NEAT CEMENT PUNNING........ETCM2
ACT416FENCING &; LAND PREPARATIONKATHA
ACT417LAND PREPARATION FOR ONE SEASONKATHA
ACT418IRRIGATION CANAL &; COMMUNICATIONKATHA
ACT419PLANTING OF SEEDLINGKATHA
ACT420MANUAL IRRIGATIONKATHA
ACT421PIT MAKING FOR VERMI-COMPOSTKATHA
ACT422MAINTENANCE OF PIT FOR VERMI-COMPOST-1 PIT FOR ORGANIC MANURE-2 WEEDING-2KATHA
ACT423NURSING OF CROPS &; SPRAYING OF INSECTICIDE ETCKATHA
ACT424HARVESTINGKATHA
ACT425CUTTING THE THE SMALL TREES AT THE SITE (GIRTH OF TEREES NOT EXCEDING 1 METER)NOS
ACT426PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING THROATTING, NOSING AND DRIP COURSE WHERE NECESSARY.MTSQ
ACT427SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATION TRENCHES PLINTH ETC.M3
ACT428SURFACE DRESSING OF THE GROUND INCLUDING REMOVING VEGETATION UNEQUALITIES ETCM2
ACT429SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES REMOVAL OF OTHER VEGETATION ETC.M2
ACT430FILLING EMPTY GUNNY BAGS WITH DRY EARTH OR SAND STITCHING BAGS...BAGS
ACT431LAYING, EDGING INCLUDING PREPARATION OF BED , AND HAND PACKING WITH HARD BOULDERSR.M.
ACT432LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STACGING USING APPROVED STOUT PROPS..ETCM2
ACT433REINFORCEMENT FOR REINFORCE CONCRETE WORK IN ALL SORTS OF STRUCTURE INCLUDING CUTTING, BENDING, BINDING ETCKG
ACT434RUBBLE MASSONARY WORK WITH NAY TYPE OF MORTAR.....M3
ACT435CEMENT PLASTER WORK WITH MATERIALS SUPPLIED AT SITE...ETCM2
ACT436LABOUR FOR NEAT CEMENT PUNNING....ETCM2
ACT437MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITH DRY BOULDERS ETC...R.M.
ACT438MAKING SAUSAGE (GABION) WORK BY FILLING BOULDERS OBTAINED FROM NEARBY STACKS...ETCM3
ACT439CARRIAGE OF SAND ON HEAD LOAD...M3
ACT440EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES, DRAIN IN DIFFERENT TYPES OF SOIL..ETCM3
ACT441PLUMB CONCRETE WITH BOULDERS OF SIZE 150MM AND ABOVE EXCLUDING REINFORCEMENT, SHUTTERING....M3
ACT442EARTHWORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING, RAMMING ETC.M3
ACT443SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATION TRENCHES PLINTH ETC..M3
ACT444FENCING AND LAND PREPARATIONMANDAYS
ACT445IRRIGATION CANAL AND COMMUNICATIONMANDAYS
ACT446MANUAL IRRIGATIONMANDAYS
ACT447NURSING OF CROPS &; SPRAYING OF INSECTICIDE ETCMANDAYS
ACT448HARVESTINGMANDAYS
ACT449PIT ALIGNMENTMANDAYS
ACT450PIT MAKING =18 NOS. (2 FT X 2FT X 2FT)MANDAYS
ACT451CARRYING OF SEEDLING 18 NUMBERMANDAYS
ACT452APPLICATION OF ORGANIC MANURE 18 NUMBERMANDAYS
ACT453EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FOR MIXED MEDIUM HARD SOIL WITH SOFT MORRUM, HARD EARTH, KANKAR ETC. INCLUDING REMOVING, STACKING AND DRESSING ETC. WHEN NECESSARY. LEAD UPTO 80 FT, LIFT UPTO 5 FT.CFT
ACT454LAYING OF HUME PIPE SETTING COLLAR INCLUDING PREPARATION OF BED WITH EARTH CUSHION WITH MATERIALS SUPPLIED AT SITEMT
ACT455CREACH LABOURNOS
ACT456COLLECTION AND BREAKING OF BOULDERS FROM SURFACE,OR DIGGING TO GROUND AND STACKING IT PROPERLY.M3
ACT457CARRIAGE OF SAND ON HEAD LOAD....M3
ACT458CARRIAGE OF BOULDERS ON HEAD LOAD ETC.......M3
ACT459CARRIAGE OF SAND ON HEAD LOAD ETC....M3
ACT460CARRIAGE OF CEMENT ON HEAD LOAD ETC....M3
ACT461BOX CUTTING IN ROAD EMBANKMENTMANDAYS
ACT462SPREADING AND CONSOLIDATION WITH POWER ROLLERMANDAYS
ACT463BREAKING OF BRICK BATS INCLUDING STACKINGMANDAYS
ACT464EARTH WORK IN EMBANKMENTMANDAYS
ACT465CARRIAGE OF CEMENT ON HEAD LOAD ETC....M3
ACT466FIRST AID BOXNOS.
ACT467CREACH LABOUR.MDS
ACT468CREACH LABOUR..MDS
ACT469WATER CARRIER.MDS
ACT470FILLING UP GHOGES AND RAIN CUT OF RTP EXTN. EMBANKMENTM3
ACT471EARTHWORK FOR STRENGTHENING THE EMBANKMENTM3
ACT472CUTTING OF TREESNOS
ACT473LAYING OF V - SHAPE DRAINMTS.
ACT474F.A. BOX1
ACT475SAND C.FT1
ACT476CEMENT ACC1
ACT477EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN ETC..............M3
ACT478LAYING STONE SOILNG TO PROPER CAMBER, HAND PACKING....ETCM2
ACT479PLUMB CONCRETE (136) WITH 20MM DOWN CHIPS AND 60PERCENT BOULDERSM3
ACT480LABOUR FOR SHUTTERING WITH HARD WOODEN PLANKS......ETCM2
ACT481COLLECTION AND BREAKING OF BOULDERS ETC....M3
ACT482COLLECTION AND BREAKING OF STONE CHIPS ETC........M3
ACT483CARRIAGE OF BOULDERS ON HEAD LOAD....M3
ACT484CARRIAGE OF CEMENT ON HEAD LOAD....BAGS
ACT485CARRIAGE OF SAND ON HEAD LOAD....ETCM3
ACT486CARRIAGE OF STONE CHIPS...ETCM3
ACT487LABOUR FRO REINFORCEMENT FOR R.C.C. WORKS .......KG
ACT488BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THE SPOILS AND SPREADING OVER ON THE SHOULDER AND CONSOLIDATING AND DRESSING SUB GRADE TO CORRECT AND GRADESQM
ACT489SPREADING AND CONSOLIDATION WITH MATERIALS SUPPLIED AT THE SITE(LOOSE THICKNESS OF RBM 0.075M)SQM
ACT490LABOUR COST FOR HARD ROCK CUTTING ETC. ALL COMPLETE.M3
ACT491SKILLED TECHNICAL PERSONNO
ACT492BED PREPARATION FOR SEEDLINGSMANDAYS
ACT493IRRIGATION CHANNEL AND COMMUNICATIONMANDAYS
ACT494PLANTING OF SEEDLINGSMANDAYS
ACT495PIT MAKING FOR VERMICOMPOSTMANDAYS
ACT496MAINTENANCE OF PIT FOR VERMICOMPOSTMANDAYS
ACT497PIT FOR ORGANIC MANUREMANDAYS
ACT498WEEDINGMANDAYS
ACT499NURSING OF CROPS AND SPRAYING OF INSECTICIDE ECTMANDAYS
ACT500PIT MAKINGMANDAYS
ACT501CARRYING OF SEEDLINGMANDAYS
ACT502APPLICATION OF ORGANIC MANUREMANDAYS
ACT503EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FOR MIXED MEDIUM HARD SOIL WITH SOFT MORRUM,HARD EARTH, KANKAR ETC. INCLUDING REMOVING , STACKING AND DRESSING ETC. WHEN NECESSARY. LEAD UPTO 80FT, LIFT UPTO 5 FT.CFT
ACT504LAYING OF HUME PIPE &; SETTING COLLAR INCLUDING PREPARATION OF BED WITH EARTH CUSHION WITH MATERIALS SUPPLIED AT SITE.MT
ACT505LABOUR CHARGE FOR SHUTTERINGM2
ACT506CEMENT AND SAND PLASTER 15MM THICK WITH 1-4M2
ACT507LABOUR FOR FITTING AND FIXING G. S. PIPE WITH NECESSARY PARTS ETC.MTS
ACT508EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADS IN HILLY TRACKS A) MIX SOILM3
ACT509EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADS IN HILLY TRACKS B) HARD SOILM3
ACT510FIRST TIME WEEDING ,CLEANING &; MULCHINGPER SEEDLING
ACT511SECOND TIME WEEDING ,CLEANING &; MULCHINGPER SEEDLING
ACT512THIRD TIME WEEDING ,CLEANING &; MULCHINGPER SEEDLING
ACT513GAP FILLING WITH POTTED SEEDLING FROM NURSERY TO PLANTATION SIDE.PER 100 SEEDLING
ACT514WATCHMANDAY
ACT515WATER CARRIER75 USK
ACT516CHILD CARRIER75 USK
ACT517IRRIGATION CHANNELMANDS
ACT518MANUAL IRRGATIONMANDS
ACT519NURSING OF CROPS AND SPRAYING OF INSECTICDE ETCMANDYS
ACT520SURVEY &; DEMACATIONMD
ACT521INITIAL CLEANING PLANTATION SITE BY CUTTING BUSHES, WEEDS &; REMOVING THE SAMEMD
ACT522DIGGING PLANTATION PITS OF SIZE* 0.45X0.45MX0.30M I.E. 1.5FT X 1.5FT X1FT=2.25CFT X1600PITS=3600CFT/88CFT=36 MD (FOR LOOSE &; SOFT SOIL, DIGGING EARTH FOR MALE 88CFT=1 MD)THIS IS AS PER ORDER NO.RD/P/NREGA/18-09/06 DATED 19TH OCTOBER/2006MD
ACT523FILLING PLANTATION PITS WITH BASAL DOSE APPLICATION 20 DAYS BEFORE PLNTATING (50 GRAM PER PIT)MD
ACT524PLANTING POTTED SEEDLING INCLUDING CARRIAGE FROM NURSERY.MD
ACT525LIVE FENCING BY SOWING SEEDS OF BABLA/KHARI/BOGA MEDULLA/CUTTING OF IPOMEA.MD
ACT526FILLING UP VACANCIES BY PLANTING POTTED SEEDLINGSMD
ACT5271ST CLEANING,MULCHING WITH FERLIZERMD
ACT5282ND CLEANING, MULCHING WEEDING ETC.MD
ACT5293RD CLEANING, MULCHING WEEDING ETC.MD
ACT530BIOLOGICAL PROTECTION OF PLANTATION BY ENGAGING MAZDOOR FROM AUGUST TO JANUARY 6 MONTHS @1LABOUR/MONTH**MD
ACT531LOOSE ANG SOFT SOIL WITH MOORUM, LEAD UPTO 80 FT LIFT UPTO 5 FT (UPTO 2 FT DEPTH FROM GL)CFT
ACT532MIXED MEDIUM HARD SOIL WITH MOORUM, KANKAR, PEBBLES, LEAD UPTO 80 FT LIFT UPTO 5FT (NEXT 2 FT 4 FT DEPTH FROM GL)CFT
ACT533MIXED MEDIUM HARD SOIL WITH MOORUM, KANKAR, PEBBLES, LEAD UPTO 80 FT LIFT 5 TO 8 FT (6FT DEPTH FROM GL)CFT
ACT534HARD SOIL LATERITIC SOIL, LEAD UPTO 80 FT LIFT BEYOND 8 FT UPTO 11.5 FT (8 FT DEPTH GL)CFT
ACT535HARD SOILLATERITIC SOIL, LEAD UPTO 80 FT LIFT BEYOND 8 FT UPTO 11.5 FT ( 10 FT DEPTH GL)CFT
ACT536FINE SAND LOCAL RIVER WORK IN FILLING IN FOUNDATION TRENCHES OF PLINTH ETC.IN LAYER NOT EXCEEDING 150MM INCLUDING WATERNING AND RAMMING ETC.MANDAYS
ACT537FINE DRESING AND CHILCHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OF EMBANKMENTMANDYAS
ACT538SEMI SKILLEDMANDAYS
ACT539SEMISKILLED FOR SUPERVISION AND ALLIED FACILITIES (USL)MANDAYS
ACT540UN SKILLEDMANDAYS
ACT541MANDAYS REQUIRED FOR FILLING THE LOWLAND AND LAND DEVELOPMENT, LIFT UPTO 5FT AND LEAD BEYOND 160 UPTO 240 FT.MD
ACT542MANDAYS REQUIRED FOR MAKING SPOIL BANK WHEN LIFT BEYOND 5FT UPTO 8 FT AND LEAD UPTO 80 FT 160 FT.MD
ACT543MANDAYS REQUIRED IN THIS STAGE WHEN LIFT BEYOND 8 FT.-11.5 FT AND LEAD UPTO 160 FT TO 240 FT.MD
ACT544FINE DRESSING AND CHILCHALLING WORK INCLUDING …… GRADE.MD
ACT545EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES IN LOOSE SOFT SOILCFT
ACT546FINE DRESSING CHILCHALING WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OFSFT
ACT547MOORUM SPREADING AND CONSOLIDATION OF MOORUM WITH POWER ROLLER (8-10 TON) WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPRINKLING POWDERED EARTH (INCLUDING SHOULDER)M3
ACT548LAYING OF HUME PIPE AND SETTING COLLAR INCLUDING PREPRATION OF BED WITH EARTH CUSHION WITH SUPPLIED.M3
ACT549SUPPLYING GOOD QUALITY MOORUM AT LEAD OF 20 KM INCLUDING COLLECTING, CARRING, LOADING, UNLOADING AND STAKING AT REGULAR INTERVALSM3
ACT550CONSOLIDATION BY POWER (8-10 TON) OF COMPACTED THICKNESS OF MOORUMTON
ACT551ENGAGING OF MAJDUR FOR PROTECTION OF PLANTSMANDAYS
ACT552USING OF 20MM SIZE STONECHIPS FOR PERPARE CEMENT CONCRETE [1:3:6] INCLUDING ALL COST CONVEYANCETAXES,ROYALIT,WATERING CURRING, ETC. COMPLETE.TON
ACT553BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER(6,1).CUM
ACT554USING OF POLYTHENE SHEET FOR PERPARE CEMENT CONCRETE [1:3:6].CUM
ACT555NURSING OF CROPS AND SPRAYING OF INSECTICIDE ETCMD
ACT556IRRIGATION OF MANUALMD
ACT557PIT FOR VERMICOMPOST, ORGANIC MANURE WEEDINGMD
ACT558CREACH SUPERVISORMDS
ACT559SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITE ETC.SQM
ACT560BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTAR IN FOUNDATION.CUM
ACT561BED PREPARATION FOR SEEDINGMD
ACT562IRRIGATION CHANEL AND COMMUNICATIONMD
ACT563PLANTING OF SEEDINGMD
ACT564HARVESTING, SEEDING &; LAND PREPARATIONMD
ACT565SEMI SKILLED LABOUR (SUPERVISOR, PREPARATION OF MUSTER ROLL OF 25 NOS. OF USK LABOUR AND TAKING MEASUREMENT IN RESPECT OF VOLUMN OF WORK AND PREPARED MEASUREMENT SHEET IS RESPECT OF MEASUREMENT)NO
ACT566TILE PILLING WORKMD
ACT567RISING SEEDLINGNOS.
ACT568CARRIAGE OF SEEDLINGNO.
ACT569LABOR FOR CHILD CARENO
ACT570POMEGRANATENO
ACT571APPLE KOOLNOS.
ACT572BANANANOS.
ACT573MEHAGININOS.
ACT574AKASHMONINOS.
ACT575SHISHUNOS.
ACT576DRAIN WORK (SOLING FLAT SIDE)M2
ACT577PROVISION FOR DISPLAY BOARD AT WORK SITENOS.
ACT578PERMANANT DISPLAY BOARDNOS.
ACT579PERMANENT DISPLAY BOARDNOS.
ACT580DE-WATERINGNOS.
ACT581SHRUB CLEARENCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITE AT THE RATE 50MANDAYS PER HACTERHECTEARE
ACT582PILLING WORK WITH BETUMEN DRUM.SQM
ACT583HIRE CHARGE FOR VIBRATOR.PER HOUR
ACT584APPLYING OF ORGANIC MANURE, LIME, INSECTISIDE, NYLON NET ETC. FOR PLANTATION.KG
ACT585DIGGING PITS (1.0MX1.0M X 1.0M 1.75CUM MANDAYSMANDAYS
ACT586FILLING PLANTING PITS WITH APPLICATION OF ORGANIC MANURE WITH ORDINARY SOILMANDAYS
ACT587FITTING &; FIXING OF DOOR &; WINDOW WITHTOWER BOLT, ALUMINIUM SIDING BOLT, PVC WHEEL FOR ALUMINIUM SECTION &; STAR LOCK FOR ALUMINIUM SECTION .NO
ACT588FITTING &; FIXING OF DOOR BY PROFILE TYPE OF GATESQM
ACT589FITTING &; FIXING OF DOOR &; WINDOW WITH ALUMINIUM SECTION FOR FRAME &; MEMBER LIKE BOTTOM, TOP, SIDE, STYLE SITE &; INTERLOCKING MEMBER.RM
ACT590HIRE CHARGES FOR SHUTTERING WORKSQM
ACT591SANITARY WORK BY PVC SYSTERN, CAPLER, BEND, TEE, ETC.NO
ACT592SANITARY WORK BY PVC PIPES WITH VARIOUS DIAMETER &; UPVC PIPE FOR WASTE LINE ETC.RM
ACT593COCONUT WIREKG
ACT594ORNAMENTAL VERTICAL POST FOR STAIR RAILINGNO
ACT595PILLINGCUM
ACT596SUPPLYING EUC BULLAH INCLUDING SIZING AND SHARPENING ENDS FOR DRIVING AND DRESSING THE OTHER. BIGGER DIAMETERE ABOVE SPECIFIED SIZES IF SUPPLIED SHALL BE PAID AT SPECIFIED DIAMETER (MEASUREMENT OF DIAMETERE OF BULLAH WILL BE AT 1/3RD FROM THICKER END AND WITHOUT BARK) WITHIN INITIAL DISTANCE OF 40 KM. IV) 17.50 CM. AV. DIAMETRENO
ACT597EXTRA RATE FOR LENGTH ABOVE 6 METRES - SUPPLYING EUC BULLAH INCLUDING SIZING AND SHARPENING ENDS FOR DRIVING AND DRESSING THE OTHER. BIGGER DIAMETERE ABOVE SPECIFIED SIZES IF SUPPLIED SHALL BE PAID AT SPECIFIED DIAMETER (MEASUREMENT OF DIAMETERE OF BULLAH WILL BE AT 1/3RD FROM THICKER END AND WITHOUT BARK) WITHIN INITIAL DISTANCE OF 40 KM. IV) 17.50 CM. AV. DIAMETRERM
ACT598LABOUR FOR DRIVING EUC OR SAL BULLAH PILES BY MONKEY, IN ALL SORTS OF SOIL INCLUDING SHARPENING DRIVING POINT PROTECTING TO TOP END, AND INCLUDING HIRE CHARGES FOR STAGING AND ALL EQUIPMENTS.II. WHERE BOATS ARE NECESSARY.D) 17.50 CM. AV. DIAMETRE.RM
ACT599SUPPLYING &; FITTING FIXING WITH IRON NAILS HALF SPLIT EUC WAILING PIECES AND CROSS PIECES ETC. COMPLETE WITH COST OF ALL MATERIALS AND WIDTH OF THICKER END. I) ABOVE 15 CM.RM
ACT600EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANY DISTANCE. (90 KM EXTRA) IV) 17.50 CM. DIARM
ACT601EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANY DISTANCE. (90 KM EXTRA) V) 15.00 CM. DIARM
ACT602EXTRA RATE FOR CARRIAGE OF BULLAH ONLY(DIAMETRE 15 CM AND ABOVE) BY HAND CART, VAN RICKSHAW TROLLY HEAD LOAD OR FOR WORKS INVOLVED AT A FERRY CROSSING WHERE TRUCKS ARE NOT ACCESSIBLE TO THE WORK SITE INCLUDING LOADING AND UNLOADING. A) FOR LEAD BEYOND 30 M &; UPTO 1000 M.RM
ACT603MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOO OF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACH A) WHERE BOATS ARE NECESSARYEACH
ACT604MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOO OF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACH B) WHERE BOATS ARE NOT NECESSARYEACH
ACT605SUPPLYING DRESSING AND STACKING BAMBOO PINS (DIA TO BE MEASURE AT HALF LENGTH)- NOT LESS THAN 5 CM. AV. DIAMETRE.RM
ACT606DRIVING BAMBOO PINS WHERE BOATS ARE NOT NECESSARY.RM
ACT607SUPPLYING FITTING FIXING WITH IRON NAILS ½ SPLIT BAMBOO WAILING PIECES (DIA. OF BAMBOO NOT LESS THAN 5 CM.)RM
ACT608SUPPLYING 2ND HAND CEMENT PLOY BAGS IN GOOD CONDITION DELIVERED AND STACKED.EACH
ACT609FILLING POLLY BAGS WITH ALL KINDS OF EARTH (WET OR DRY) INCLUDING SEWING AFTER FILLING AND PLACING IN POSITION WITHIN AN INITIAL LEAD OF 150 METRE.EACH
ACT610EXTRA RATE FOR ITEM NO. 10 FOR EACH ADDITIONAL LEAD OF (I) METRES OR PART THEREOF OVER INITIAL LEAD OF 150METRES. TWO EXTRA LEAD.EACH
ACT611EXTRA RATE FOR ITEM NO. 101 FOR EACH ADDITIONAL LEAD OF (2)TWO EXTRA LEAD.EACH
ACT612SPREADING AND CONSOLIDATION WIH POWER ROLER (8-10) WITH MATERIALS SUPPLIED AT SITE INCLDING WATERING AND SPRIKLIN POWDERED EARTH ( EXCLUDINGSUPPLIED AT SITE INCLDING WATERING AND SPRIKLIN POWDERED EARTH ( EXCLUDING HIRE CHARGE OF ROLLER) WITH MOORUMM2
ACT613SPREADING AND CONSOLIDATION WIH POWER ROLER (8-10) WITH MATERIALS SUPPLIED AT SITE INCLDING WATERING AND SPRIKLIN POWDERED EARTH. THICKNESS COMPACTED ABOVE 10CM UPTO 15CM . WITH LATERITE BOULDER .M2
ACT614BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THE SPOILS AND SPREAD OVER THE SOULDER AND CONSOLIDATING AND DRESSING SUB GRADE TO CORRECT CAMBER AND GRADE. DEPTH OD CUTTING UPTO 15CM.M2
ACT615SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHERVEGETATION AND CLEARING THE SITE.M2
ACT616EARTH WORK IN EXCAVATION FOR ROAD EMBAKMENT . ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE. LEAD BEYOND 160FT UPTO 240FT. AND LIFT UPTO 5 FT.CFT
ACT617MANGOPCS
ACT618GUAVAPCS
ACT619LEMONPCS
ACT620AMLAKIPCS
ACT621LICHIPCS
ACT622MEDIUM SANDCUM.
ACT623STONE CHIPS 20 MM DOWNCUM.
ACT624HIRE SHUTTERING INCLUDING NAILSSQM
ACT625BAMBOONOS.
ACT626EMPTY CEMENT BAGSNOS.
ACT627HIRE CHARGES FOR MIXTURE MACHINE INCLUDING 1 OPERATORNOS.
ACT628NAILKG.
ACT629BRICK BATSCUM.
ACT630MOORUMCUM.
ACT631HIRE CHARGE OF HAND ROOLLERNOS.
ACT632MUNKY SETNOS.
ACT633TILE PILLING WORKNO
ACT634PERMANANT DISPLAY BOARD AT WORK SITENOS.
ACT6351. TURFING WITH SODS IN THE EMBANKMENT SLOPE AND SOLDER INCLUDING COLLECTION SODS. (M2)M2
ACT6362. MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTION. (NOS)NOS
ACT6373. CARRYING THE SAND BAGS TO THE SITE OF WORK AND DUMPING AS PER DIRECTION WITHIN LEAD OF 30 MBAGS
ACT6384. REMOVAL OF WATER HYACINTHM2
ACT6395. BAILING OUT WATER FROM POND, DRAIN ETC.M3
ACT6406. PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE.MTR
ACT6415. BAILING OUT WATER FROM POND, DRAIN ETCM3
ACT6427. EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME)M2
ACT643BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING ETCM3
ACT644125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING ETC. COMPLETEM2
ACT64510. 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC. COMPLETEM2
ACT64611. LABOUR FOR NEAT CEMENT PUNNINGM2
ACT64712. RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN. DISTANCE CARRIED UP TO 2 KMM3
ACT64813. MATERIALS – HIRE CHARGE OF MIXTURE MACHINEPER HOUR/DAY
ACT64914. MATERIALS – HIRE CHARGE OF VIBRATOR MACHINEPER HOUR/DAY
ACT65015. TAKING OUT SLUICE GATE DRAW SHUTTERS AND GEARING ARRANGEMENTS, PEDESTAL AND REFITTING THE SAME WITH NEW NUTS AND BOLTS WHERE NECESSARYNOS
ACT65116. TAKING OUT SLUICE GATE FLAP SHUTTERS AND HOISTING ARRANGEMENTS AND REFITTING THE SAME WITH NEW NUTS AND BOLTS WHERE NECESSARYNOS
ACT65217. REPLACING GEAR ROD BY A NEW MS GEAR ROD THREADED LENGTH AS REQUIRED AND FITTING, FIXING IN POSITION WITH SCREW GEARING ARRANGEMENT FOR OPERATING THE DRAW SHUTTER INCLUDING TAKING OUT OLD GEAR ROD BY CUTTING BOLTS ETC. COMPLETE INCLUDING RETURNING THE OLD MATERIALS DEPARTMENTAL GODOWN AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.MM
ACT65318. REPLACING GM BUSH EXCLUDING SCREW GEARING ARRANGEMENT BY A NEW GM BUSH, BASE PLATE, LOCKING ARRANGEMENT ETC. AND FITTING WITH THE HANGING ARRANGEMENT OF DRAW SHUTTER WITH SCREW GEARING ARRANGEMENT AND GM BUSH ETC. COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGEMM
ACT65419. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF SPECIFIED THICKNESS, ANGEL STIFFENERS(65MM X 65MM X 6MM) OR OF DIRECTED SIZE AT AND INTERVAL OF 90 CM BOTH WAYS INCLUDING TAKING OUT THE OLD ONE, FITTING, FIXING, WELDING, RIVETING, FABRICATING THE SAME WITH THE COST OF PRIMER COMPLETE, INCLUDING RETURNING THE OLD MATERIALS TO THE DEPARTMENTAL GODOWN AS PER DIRECTION OF THE ENGINEER-IN-CHARGEMM
ACT65520. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF SPECIFIED THICKNESS, ANGEL STIFFENERS(65MM X 65MM X 6MM) OR OF DIRECTED SIZE AT AND INTERVAL OF 90 CM BOTH WAYS INCLUDING FITTING, FIXING, WELDING, RIVETING, FABRICATING THE SAME WITH THE COST OF PRIMER COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGEMM
ACT65621. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF REQUIRED THICKNESS, FRAME MADE OF APPROVED SECTION &; REQUIRED SIZE, ANGEL OR TEE STIFFENERS OF SIZES PLACED BOTH WAYS AS PER DIRECTION OF THE ENGINEER-IN-CHARGE AS PER DRAWING INCLUDING TAKING OUT THE OLD ONE, FITTING, FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLT ETC. WITH A COAT OF THE PRIMER. (THE OLD GATE IS TO BE HANDED OVER TO THE DEPARTMENT AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.)NOS
ACT65722. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF REQUIRED THICKNESS, FRAME MADE OF APPROVED SECTION &; REQUIRED SIZE, ANGEL OR TEE STIFFENERS OF SIZES PLACED BOTH WAYS AND AS PER DRAWING INCLUDING FITTING, FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLT ETC. WITH A COAT OF THE PRIMER AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.NOS
ACT65823. SUPPLYING, FITTING AND FIXING MS BASE PLATE OF SIZE 20CM. X 20CM X 2.5CM WITH NECESSARY DRILLED HOLES OF REQUIRED DIA. FOR FIXING WITH TOP RUNNER AND ONE OF REQUIRED DIA. AT CENTER FOR LIFTING SCREW ROD AND PROVIDING WITH 16MM DIA. NUTS AND BOLTS COMPLETE INCLUDING PAINTING WITH ONE COAT OF RED LEAD PRIMER.NOS
ACT65924. SUPPLYING, FITTING AND FIXING CAST IRON WHEEL (AFTER TAKING OUT EXISTING ONE IF NECESSARY) RIM MATE OF 28MM TO 36MM DIA TO FIT ANY SIZE OF GEAR ROD INCLUDING CARRIAGE TO SITE AS PER DIRECTION INCLUDING PAINTING WITH A COAT OF BITUMINOUS PAINT OVER A COAT RED LEAD PRIMER.CM
ACT66025. SUPPLYING AT SITE ALLOY STEEL BUSH FOR GEAR OF MS REGULATOR SHUTTER INCLUDING FITTING AND FIXING THE SAME IN CI WHEEL WITH BEARING AND NECESSARY LUBRICANT INCLUDING CUTTING INTERNAL THREAD IN THE BUSH AS NECESSARY INCLUDING COST OF ALL MATERIALS, TOOLS, LABOURERS AND CARRIAGE TO SITE COMPLETE OF SPECIFIED DIAMETER AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.MM
ACT66126. SUPPLYING, FITTING AND FIXING IN POSITION RUBBER SEAL ARRANGEMENTS WITH MUSICAL NOTE HARMONIC “J” TYPE FOR MAKING WATER TIGHT IN BOTH OF AND DOWN STREAM OF DRAW SHUTTER AS WELL AS FLAP SHUTTER INCLUDING GUIDE PATHS ADDITIONAL MS FLATS, BOLTS AND NUTS FOR FIXING RUBBERS SEAL IN POSITION INCLUDING FABRICATION COAT, CARRIAGE OF ALL MATERIALS TO SITE COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.MM
ACT66227. SUPPLYING, FITTING AND FIXING GUIDE CHANNEL FABRICATED BY MS CHANNEL OF SPECIFIED SIZE INCLUDING FITTING AND FIXING ANCHOR BY MS FLAT BAR OF SIZE 25MM X 6MM X 150MM LONG BIFURCATED AT ONE END WELDED AT THE OTHER END WITH THE GUIDE CHANNEL AT AN INTERVAL 2000MM, AND ALL OTHER COMPONENTS AS REQUIRED INCLUDING PAINTING BY ONE COAT OF RED LEAD PRIMER OF APPROVED MAKE AND BRAND.MM
ACT66328. SUPPLYING, FITTING AND FIXING TOP RUNNER FABRICATED BY MS CHANNEL OF SPECIFIED SIZE FITTING FIXING BY 2 NOS. ANCHOR OF MS FLAT BAR OF SIZE 25 MM X 6MM X 150MM BIFURCATED AT ONE END AND WELDED THE OTHER END WITH TOP RUNNER AND PROVIDING WITH REQUIRED DRILLED HOLES OF REQUIRED DIA. FOR BASE PLATE AND ALL OTHER COMPONENT AS REQUIRED INCLUDING CARRIAGE OF ALL MATERIALS TO SIZE COMPLETE INCLUDING PAINTING ONE COAT OF RED LEAD PEIMER OF APPROVED MAKE AND BRAND.M3
ACT66429. TAKING OUT RUNNER OF ANY SECTION INCLUDING CUTTING BOLTS AND NUTS, DISMANTLING EXISTING CONCRETE OR BRICKWORK WHERE NECESSARYNOS
ACT665FIXING ALIGNMENT OF PITS 3MDHMANDAYS
ACT666FILLING OF PITS WITH APPLICATION OF FERTILIZER145 PIT MDMANDAYS
ACT667APPLICATION OF INCECTICIDES INCLUDING CARRIAGE OF WATER,MIXING ETC.MANDAYS
ACT668BENCH CUTTING IN HILLY TRACKS AND MAKING FORMATION OF ROAD INCLUDING REMOVING THE SURPLUS BOULDERS TO A DISTANCE OF 15M AND STACKING PROPERLY AS DIRECTED....MCU
ACT669EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SPOILS WITH DIFFERENT LEAD AND LEVELING, DRESSING ECT. AS REQUIRED, COMPLETEMCU
ACT670DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEAR BY STACKS WITHIN A LIFT OF 1.5MMCU
ACT671LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTRESTICES WITH BOULDER CARRYING FROM RAMBI RIVER BED....MSQ
ACT672LAYING EDGING LINCLUDING PREPARATION OF BED HAND PACKING, FIXING IN POSITION BACK FILLING WITH COLLECTED BOULDER FROM DIFFERENT STACKS......M
ACT673CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT........MCU
ACT674MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITH DRY BOULDERS INCLUDING PLACING POWDERED EARTH IN THE SURFACE AND IN THE SIDE OF THE DRAIN PROPERLY GRADED....MSQ
ACT675LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UP TO 4M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRESSING INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETING OF WORK....MSQ
ACT676PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING THROATTING, NOSING AND DRIP COURSE WHERE NECESSARY,.MSQ
ACT677COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA)...MCU
ACT678CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEAR BY QUARRY, ROAD POINT, RIVER POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M. SAME AS COLLECTION UP TO WORK SITE.MCU
ACT679CEMENT CARRIAGEBAGS
ACT680EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN IN ALL SORTS OF SOIL INCLUDING REMOVING..................ETCM3
ACT681MISC. EXPENDITURE (FIRST AID BOX, TARPOLINE, BAMBOO BASKET, ETC)PCS
ACT682MISC. EXPENDITURE (BAMBOO BASKET, FIRST AID BOX, TARPOLINE ETC.)PCS
ACT683EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UPTO 1.50M.....MCU
ACT684EARTHWORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING AND RAMMING ETC COMPLETE.MCU
ACT685LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICES WITH BOULDER CARRYING FROM RAMBI RIVER BED.....MSQ
ACT686DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN THE LIFT OF 1.5M...MCU
ACT687CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT (1-3-6)...MCU
ACT688LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS....MSQ
ACT689COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA)MCU
ACT690CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBY QUARRY, ROAD POINT, RIVER POINT ON HEADLOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30MMCU
ACT691FOR CEMENT CARRIAGEBAGS
ACT692SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITE.MSQ
ACT693BED PREPARATION FOR SEADINGMANDAYS
ACT694LAND PREPARATION FOR SEADINGMANDAYS
ACT695PLANTING FOR SEADINGMANDAYS
ACT696PIT MAKING FOR VERMICOMPASTMANDAYS
ACT697MAINTENANCE OF PIT FOR VERMICOMPASTMANDAYS
ACT698NURSING OF CROPS AND SPRAYING OF INSECTICIDESMANDAYS
ACT699DIGGING PLANTING PITS IN RECTANGULAR SHAPE OF SIZE 1M X 1M X 1M = 1CUM X 625 NOS 625 M3 @ 1.76 CUM/MANDAYS = 355 NOS IN ORDINARY SOILMANDAYS
ACT700FILLING UP PLANTING PIT WITH ORDINARY SOILMANDAYS
ACT701SUPER VISE THE WORK(SSK)MANDAY
ACT702DINKING WATER FACILITIESNO
ACT703MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTIONNOS.
ACT704IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULD BE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT A VERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDE INCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. AS PER DIRECTION AND SPECIFICATIONMTR
ACT705PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE.MTR
ACT706REINFORCEMENT FOR REINFORCED CONCRETE WORKKG.
ACT707BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING ETC.M3
ACT708125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING ETC.SQM.
ACT70975 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC.COMPLETESQM.
ACT710SAND WORK IN FILLING IN FOUNDATION TRENCHES OR PLINTH OR LOW LAND.CUM.
ACT711MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTION.NOS.
ACT712LABOUR FOR TAKING OUT OLD BRICK-ON-EDGE EDGING INCLUDING REMOVING DEBRIES TO FLANK OR BERM. SORTING OUT SERVICEABLE MATERIALS AND STAKING.MTR
ACT713IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULD BE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT A VERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDE INCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. AS PER DIRECTION AND SPECIFICATION.MTR
ACT714PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITEMTR
ACT715TURFING WITH SODS IN THE EMBANKMENT SLOPE AND SOLDER INCLUDING COLLECTION SODS.SQM.
ACT716MAKING POST (1 M TO 3 M LONG) OF BAMBOO WITH ONE END CONICAL AS PER DIRECTIONNOS.
ACT717CARRYING THE SAND BAGS TO THE SITE OF WORK AND DUMPING AS PER DIRECTION WITHIN LEAD OF 30 MBAGS
ACT718REMOVAL OF WATER HYACINTHSQM.
ACT719BAILING OUT WATER FROM POND, DRAIN ETCCUM.
ACT720PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIEDMTR
ACT721EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME)SQM.
ACT722BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING.CUM.
ACT723125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING.SQM.
ACT72475 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC.SQM.
ACT725LABOUR FOR NEAT CEMENT PUNNING.SQM.
ACT726RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN. DISTANCE CARRIED UP TO 2 KM.NOS. OR CUM
ACT727LABOUR FOR TAKING OUT OLD SOLING INCLUDING REMOVING DEBRIES TO FLANK OR BERM, SORTING OUT SERVICEABLE MATERIAL &; STAKINGSQM.
ACT728PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE.MTR
ACT729EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME).SQM.
ACT730DISMANTLING ALL TYPES OF MASONRY EXCEPT CEMENT CONCRETE PLAIN OR REINFORCED , STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD 75 M.CUM.
ACT731DISMANTLING ALL TYPES OF PLAIN CEMENT CONCRETE WORKS, STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH WITHIN A LEAD OF 75M.CUM.
ACT732LABOUR FOR LAYING OF BRICK KHOA OF ORDINARY BATS OF SIZE(38M X 63 MM) IN 100 MM LAYER FILLING IN GAPS WITH SMALL PIECES RAMMED AND COMPACTED AS DIRECTED WITH TRUE TO LEVEL AND GRADE.CUM.
ACT73325 MM THICK D.P.C (4:2:1) WITH STONE CHIPS 6 MM DOWN, DOUBLE CHEQUERED COMPLETE INCLUDING MIXING WATER PROOFING COMPOUND AS DIRECTED COMPLETE IN ALL RESPECT.SQM.
ACT734GREY ARTIFICIAL STONE IN FLOOR, SKARTING, DADO, CHIPS (6 MM DOWN) LAID IN PANELS INCLUDING 3 MM THICK TOPPING INCLUDING LEAVELLING OFF CORNERSSQM.
ACT735125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFINGSQM.
ACT73675 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFINGSQM.
ACT737FLUSH POINTING OR RULE POINTING TO WALLS ETC.SQM.
ACT738FINE DRESSING &; CHILCHALLING/ SURFACE DRESSING/ COMPACTING THE SUB-GRADE WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OF EMBANKMENT AND IN CANAL BED TO REQUIRED SLOPE, CAMBER AND GRADE.SQM.
ACT739LABOUR FOR DRIVING SAL BULLAH/EUCALYPTUS BULLAH PILES BY MONKEY IN SORTS OF SOIL INCLUDING HOISTING AND PLACING IN POSITION, PROTECTING THE PILE HEAD WITH IRON RING AND CUTTING AND SHAPING HEADS BEFORE AND AFTER DRIVING.MTR
ACT740MAKING GABION WITH SPLIT BAMBOO STRIPS INCLUDING CARRYING THE STRIPS FROM THE STACKS, FITTING FIXING WITH NAILS.NOS.
ACT741RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN.DISTANCE CARRIED UP TO 2 KM.NOS. OR CUM
ACT742MATERIALS – HIRE CHARGE OF POWER ROLLER.PER DAY
ACT743STANDL.S
ACT744RAIN WATER PIPESPER KG
ACT745WATER STORAGE TANK 200 LITRSEACH
ACT746WATER STORAGE TANK 500 LTRSEACH
ACT747CEMENT CONCRETE (1153) P.C.C ROAD ITEM NO. A(III)MANDAYS
ACT748CURRING THE CONCRETE WORKMANDAYS
ACT749EARTH WORKING EXCAVATION TO FROM ROAD EMBANKMENT IN MIXED ORDINARY SOILMANDAYS
ACT750SAND FILLING ON SUBGRADEMANDAYS
ACT751SAND FILLING INCLUDING RAMMING WATERING ETC.MANDAYS
ACT752LABOUR FOR LAYING STONE BOULDER SOLINGM2
ACT753POTTING MIXTURE PREPARATION AND FILLING UP OF POLYPODS (250 POLYPOD PER MANDAYS)MANDAYS
ACT754LOADING INTO TRUCKS AT THE LIFTING POINT, UNLOADING AT DESTINATION , STACKING PROPERLY IN THE YARD (U/D)M3
ACT755CARRIAGE OF EARTH OVER PUCCA ROAD UPTO 1 KM. (U/D)M3
ACT756PLANT PROTECTION MEASURESMANDAYS
ACT757SEED TREATMENT BEFORE SOWINGMANDAYS
ACT758LABOUR FOR SOAK AND DRY TREATMENT OF SEEDS INCLUDING PREPARATION OF COWDUNG SLURRYMANDAYS
ACT759SOWING OF SEEDS IN MOTHER BEDMANDAYS
ACT760WATERING, WEEDING AND CLEANINGMANDAYS
ACT761PREPARATION OF STUMP CUTTINGS AND PRUNING OF ROOTSMANDAYS
ACT762CHEMICAL SPRAYINGMANDAYS
ACT763GRAFTINGMANDAYS
ACT764MONITORING OF THE UNION FOR ONE MONTHMANDAYS
ACT765AIR LAYERING IN MOTHER PLANTSMANDAYS
ACT766PROVIDING EARTHWORK IN EMBANKMENT INCLUDING EXCAVATION OF SOIL AND DEPOSITING THE EXCAVATED MATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTION IN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF 25 MTR. &; LIFT 1.5 MTR.).CUM.
ACT767FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKING CLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENT IN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE.SQM.
ACT768MOORUM SPREADING AND CONSOLIDATION WITH POWER ROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPREADING POWDERED EARTH. COMPACTED THICKNESS 150 MM.SQM.
ACT769LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICE WITH BOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTAL ROAD.SQM.
ACT770BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES.SQM.
ACT771EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFT UPTO 5 FT.CFT.
ACT772FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEAD UPTO 80 FT.).SQM.
ACT773REMOVAL OF WATER HYACINTH WORK UNDER STANDING WATER NOT EXCEEDING 1 MM
ACT774BAILING OUT WATER FROM POND, DRAIN ETC. (MANUALLY)M
ACT775EARTHWORK IN MUDDY AND SLUSHY SOIL FOR LEAD UPTO 30M. AND LIFT UPTO 1.5M.M
ACT776LABOUR FOR DRINKING WORK &; CHILD KEEPING ETC. (CONSIDERING DURATION OF WORK TO BE 40 DAYS)DAY
ACT777UPROOTING AND REMOVING ALL SORTS OF VAGETATIVE GROWTH OBSTRUCTING FLOW OF WATERIN IRRIGATION CANAL, INCLUDING ALL LEAD AND LIFTS AND DISPOSAL OF THE SAME ON THE COUNTRY SIDESQM
ACT778EARTHWORK FROM BORROWPITS FOR MAKING EMBANKMENT OR REPAIR TO EMBANKMENT IRRIGATION CANALS OR SILT CLEARENCE IN IRRIGATION CANNEL IN EXCAVATION OF FOUNDATION TRANCHES IN VARIOUS KIND OF SOILCUM
ACT779REINFORCEMENT FOR REINFORCE CONCRETE WORKKG.
ACT780EARTH WORK IN EMBANKMENT LIFT UP TO 5 FT IN LAYERS NOT EXCEEDING 6 INCH (FOR LOOSE EARTH) ETC LAYER BY LAYER COMPLETE A) LEAD UPTO 160 FT TO 240 FTMANDAYS
ACT781FINE DRESSING &; CHICHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATTING &; SIDE SLOPE OF EMBANKMENT TO REQUIERE SLOPE, CAMNER &; GRADE.MANDAYS
ACT782SHRUBCLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITE360
ACT783EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UP TO 1.50M IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING SPREADING DRESSING ECT AS REQUIRED COMPLETE405
ACT784EARTH WORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING AND RAMMING ETC....101.25
ACT785LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICS WITH BOULDER CARRYING FROM RAMBI BED......90
ACT786DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5M222
ACT787CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT(1.3.6)25.2
ACT788LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M. USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING INCLUDING FITTING, FIXING AND STRIKING OUT.......27
ACT789COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING(FOR HILLY AREA)216.816
ACT790CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBY QUARRYROAD POINT RIVER POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M.294.708
ACT791CARRIAGE OF CEMENT..112
ACT792TILES PILLING WORKNO
ACT793LABOUR FOR CURING WITH WATERMANDAYS
ACT794LABOUR FOR CARRING DRINKING WATERMANDAYS
ACT795EARTH WORK IN EXCAVATION FOR ROAD EMBANKMENT FOR ORDINARY MIXED SOIL, LEAD UPTO 80FT &; LIFT UPTO 5FT @ 62CFT / USK MDNOS.
ACT796MOORUM WORK MOORUM COLLECTION &; BREAKING FROM AUTHORISED SURFACE, INCLUDING LOADING, UNLOADING &; STAKING AT SITECUM
ACT797SPREADING OF MOORUM &; CONSOLIDATION WITHOUT ROLLER. @ 50SQM / USK MDNOS.
ACT798SAND FILLING IN FOUNDATION BED IN LAYER NOT EXCEEDING 15CM WITH WATERING &; RAMMING @ 4.6CUM / USK MDNOS.
ACT799BRICK FLAT SOLLING TO PROPER CAMBER, HAND PACKING, SPREADING LOCAL SAND @ 1SSK+4USK/34SQMSQM
ACT800EARTH WORK IN BACK FILLING IN FOUNDATION BY EXCAVATED SOIL @ 4.2CUM / USK MDCUM
ACT801BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES.MANDAYS
ACT802EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFT UPTO 5 FT.CFT
ACT803FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEAD UPTO 80 FT.).SQM
ACT804PROVIDING EARTHWORK IN EMBANKMENT INCLUDING EXCAVATION OF SOIL AND DEPOSITING THE EXCAVATED MATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTION IN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF 25 MTR. &; LIFT 1.5 MTR.).CUM
ACT805FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKING CLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENT IN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE.SQM
ACT806MOORUM SPREADING AND CONSOLIDATION WITH POWER ROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPREADING POWDERED EARTH. COMPACTED THICKNESS 150 MM.SQM
ACT807LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICE WITH BOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTAL ROAD.SQM.
ACT808EARTH WORK IN EXCAVATION IN TANK IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING SPREADING OF STACKING THE SPOILS WITHIN DIFFERENT LEAD AS REQUIREDCFT
ACT809ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE, LEAD BEYOND 80 FT. UPTO 160 FT. LIFT UPTO 5 FT.CFT
ACT810MIXED MEDIUM HARD SOIL WITH SOFT MORRUM, HARD EARTH, KAKNAR ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UP TO 160 FT, LIFT BEYOND 5 FT. UPTO 8 FT.CFT
ACT811HARD SOIL/MOORUM-LATERITE OF ROCKY SOIL ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UPTO 160 FT. LIFT BEYOND 5 FT. UPTO 8 FT.CFT
ACT812HARD SOIL/MOORUM-LATERITE OF ROCKY SOIL ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UPTO 160 FT. LIFT BEYOND 8 FT. UPTO 11 FT.CFT
ACT813FINE DRESSING &; CHILCHALING WORK INCLUDING BREAKING CLODS OF EMBANKMENT ETC. COMPLETEV(2 SIDE)SFT
ACT814DRESSING AND CHILLINGMANDAYS
ACT815RUBBLE MASONRY IN CEMENT 6 1 WITH DRESSED STONEM3
ACT816REINFORCEMENT IN REINFORCED CONCRETE WORK WITH DISTRIBUTION BARSKGS
ACT817COLLECTION AND BREAKING OF STONE CHIPSM3
ACT818TILES PILLING WORKNO
ACT819UN SKILLED LABOURMANDAYS
ACT820EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHESM3
ACT821CLEANING OF FOREST AND VILLAGE ROADSNOS
ACT822EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT AND LEAD UPTO 80.00 FT =47500 CFT.(50% OF 95000 CFT . )MANDAYS
ACT823EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT &; LEAD UPTO 80 FT-160 FT.=47500 CFT M3 (50% OF 95000 CFT.)MANDAYS
ACT824DRESSING INCLUDING BREAKING CLODS AND SIDE SLOPE OF THE EMBANKMENT AS DESIREDMANDAYS
ACT825CHILD CARE CRECH ETCMANDAYS
ACT826UN KILLED OF EARTH WORKMANDYS
ACT827UN SKILLED FOR DRINKING WATER SERVER PREPARATION OF REST SHADE OR CHILD CAREMANDAYS
ACT828SEMI SKILLED FOR SUPERVISING THE WORKMANDAYS
ACT829EARTH WORK IN EMABANKMENT INCLUDING AND STACKING THE SPOIL ETCMANDAYS
ACT830LABOR FOR DRINKING WATERMANDAYS
ACT831CHILD CAREMANDAYS
ACT832LAND PREPARATION (INCLUDING SOIL STERILIZATION)MDS
ACT833BED PREPARATIONMDS
ACT834STRUCTURAL PREPARATIONMDS
ACT835INTER CULTURAL OPERATIONMDS
ACT836BIO-SPRAYMDS
ACT837IRRIGATIONMDS
ACT838POLYTHEENKG
ACT839HIRE CHARGE OF MIXTURE MACHINEDAYS
ACT840HIRE CHARGE OF VIBRATORDAYS
ACT8411 FIT DIA HUME PIPEMTR
ACT842MS FOR STRUCTURAL WORKSQNTL
ACT843REINFORCEMENT FOR REINFORCED CONCRETE WORKSQUNTL
ACT844SUPPLY OF JHAMMA BRICKS INCLUDING CARRIAGING,LOADING,UNLOADING &; STACKING ETC.ALL COMPLETENOS.
ACT845PLASTTER WITH (1:4) CEMENT SAND MORTAR,INCLUDING ROUNDING OF COMER &; CHAMFERING ETC.NOS.
ACT846BRICK WORK CEMENT MORTAR(1:4) WITH FIRST KILN BURNT BRICKS INCLUDING RACKING OUT JOINT SCAFFOLDING AND INCIDENTAL WORKS.NOS.
ACT847RUBBLE MASSONARY WITH HARD BOULDERS AND ANY TYPE OF CEMENT MORTAR TO REQUIRED SLOPE AND FINISH (SOURCE AND CHANNEL)M3
ACT848C.R.M. WITH C.M. (1.6)M3
ACT849SAND CEMENT PLASTER WORK WITH MATERIALS SUPPLIED AT SITEM2
ACT850REINFORCE CEMENT CONCRETE ( 1 2 4) WITH 20MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANYM3
ACT851LABOUR FOR REINFORCEMENT FOR R.R.C. WORKS OF ALL TYPES INCLUDING CUTTING......KG
ACT852COLLECTION AND BREAKING OF STONE CHIPS.....M3
ACT853CEMENT CONCRETE (1 3 6) WITH 20MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANYM3
ACT854REINFORCE CEMENT CONCRETE (1 2 4) WITH 20MM DOWN STONE CHIPS.....M3
ACT855LABOUR FOR REINFORCEMENT...KG
ACT856C.R.M. WITH C.M. (1 6)M3
ACT857COLLECTION AND BREAKING OF BOULDERS....M3
ACT858EARTH WORK IN DRAIN BED DEPOSITED ON THE EMBANKMENT AND ROAD DITCH AT LOW LAND IN ORDINARY SOIL LEAD 25 M, LIFT UP TO 1.5 MMANDAYS
ACT859SAUSAGE WORK IN PROTECTION AGAINST EROSION OF SOIL FROM RIVER IN JHORA ETCM3
ACT860EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHEM3
ACT861LAYING SOILNG TO PROPER CHAMBERM2
ACT862CEMENT CONCRETE WITH GRADED STONE CHIPSM3
ACT863RUBBLE MANSONARY WALL WITH BOULDERM3
ACT864DRY RUBBLE MANSONARY WALLM3
ACT865COLLECTING AND BREAKING FROM SURFACEM3
ACT866CARRIAGA OF CONSTRUCTION OF MATERIALSM3
ACT867LABOUR FOR DRINKING WATERMANDAYS
ACT868SKILLED TECHINACAL PERSON (STP)MANDAYS
ACT869DROUGHT PROOFINGHEC
ACT870DRINKING WATERFT
ACT871FLOOD CONTROLCUM
ACT872MICRO IRRIGATIONCUM
ACT873LAND DEVELOPMENTCUM
ACT874CONCRETE ROADKM
ACT875EARTHEN ROADKM
ACT876EXCAVATION OR RE-EXCAVATION PONDCUM
ACT877EARTH WORK IN EXCAVATION FOR EMBANKMENT TANK CANEL ETCMANDAYS
ACT878SUPARVISORMANDAYS
ACT879CHILD CARE TAKERMANDAYS
ACT880LABOR FOR DRINKING WATER FACILITYMANDAYS
ACT881SKILLED TECNICAL PERSON (STP)MANDAYS
ACT882WATER CONSERVATIONCUM
ACT883PUMPING OUT WATER CAUSED BY SPRING, SEEPAGE, DRAIN WATER MAINS OR WELL POINT PUMPING ETC. DURING EXCAVATION OF POND LAST LAYER OF 1.5 MT. DEPTHCUM
ACT884HIRE CHARGE FOR WATER PUMP AND COST OF DEISELPER DAY
ACT885SAL WOOD WORK ROUGH DRESSED INCLUDING NECESSARY HOISING AND FITTING, FIXING IN THE POSITION WITH BOLTS NUT NAILS BUT EXCLUDING COST OF BOLTS, NUTS AND WASHERSCUM
ACT886LABOUR FOR UNDRESSED SAL WOOD IN SCANTLING IN BRIDGE FLOOR, RALLING POST WHEEL GAURDCUM
ACT887LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING, POWERED EARTH IN THE INTERSTICS WITH STONE SUPPLIED AT SIDE.SQM
ACT888UN SKILD LABOUR WAGESMDS
ACT889USK/SURFACE DRESSINGRS/PER DAY
ACT890PLUM CEMENT CONCRETE WORK WITH BOULDER FILLING M3M3
ACT891PLANTATIONACRE
ACT892CLEANING AND DEMARCATION OF LAND FOR MOTHER BEDNOS
ACT893SOWING SEEDS IN MOTHER BEDNOS
ACT894FILLING OF POLYTHENE TUBENOS
ACT895FENCING NURSERY AREANOS
ACT896MAKING NURSERY THATCH AND BAMBOONOS
ACT897PICKING OUR SEEDLINGS AND DIBBO SEED IN THE TUBE BEDSNOS
ACT898WATERING WEEDING AND CLEANINGNOS
ACT899MAKING NURSERY SHADES THATCH AND BAMBOONOS
ACT900TENDING INCLUDING STRONG , SHIFTING TWO TIMESNOS
ACT901HUME PIPE SETTINGNOS.
ACT902FILLING OF POLYTHENE TUBES WITH MANURES SOIL MIXING COW DUNG .....MANDAYS
ACT903PREPARATION OF MOTHER BEDMANDAYS
ACT904MAKING NURSERY SHEDS THATCH AND BAMBOOMANDAYS
ACT905TENDING INCLUDING SORTING, SHIFTING TWO TIMESMANDAYS
ACT906SOWING SEED IN MOTHER BEDMANDAYS
ACT907CONCRETE DRAINKM
ACT908EARTHWORK IN EXCAVATION FOR EMBANKMENT CANAL TANK INCLUDING.... COMPLETECUM
ACT909LAYING SOLLING TO PROPER CAMBER AND HAND PACKING SPREADING POWDERED EARTH AT SITESQM
ACT910CEMENT CONCRETE WITH GRADED STONE CHIPS SLASH GRAVEL EXCLUDING SHUTTERING AND REINFORCEMENTCUM
ACT911SUSKI , SAND, LINE CEMENT PLASTER WITH MATERIALS SUPPLIED AT SITESQM
ACT912LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING OF WORKSQM
ACT913CEMENT CONCRETE WITH CHIPS EXCLUDING SHUTTERING OF REINFORCEMENTCUM
ACT914NEAT CEMENT PUNNING OF ABOUT 1.50 MM THICKSQM
ACT915LABOUR FOR LOOK AFTER CHILDRENMANDAYS
ACT916REINFORCEMENT WORKS FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURE INTERSECTION COMPLETEKG
ACT917JHAMA BRICKSNOS.
ACT918SPUN PIPE COLLERNOS.
ACT919CALCULATOR AND TEPPICE
ACT920MIXTURE MACHINEPER DAY
ACT921PRIMING ONE COAT ON TIMBER SURFACESQM
ACT922PRIMING ONE COAT ON STEEL SURFACESQM
ACT923PAINTING TWO COAT ON TIMBER SURFACESQM
ACT924PAINTING TWO COAT ON STEEL SURFACESQM
ACT925CEMENT BASED PAINTSQM
ACT926MACHINE MAN(L.M.R.)DAYS
ACT927RAINFORCEMENTKG
ACT9286 FT HUME PIPENOS.
ACT929CLEANING AND DEMARCATION OF LAND FOR MOTHER BEDMANDAYS
ACT930FILLING OF POLYTHENE TUBES WITH MANURES SOIL AFTER MIXING COW DUNG WITH GOOD EARTH, INSECTICIDE AND BIO FERTILISERS AS AND WHEN REQUIRED (1 MAN DAYS PER 250 NOS. PACKET FILLING)MANDAYS
ACT931MAKING NURSURY SHEDS WITH THATC AND BAMBOOMANDAYS
ACT932TENDING INCLUDING SORTING , SHIFTING TWO TIMESMANDAYS
ACT933WATERING , WEDDING AND CLEANING (APRIL JUNE)MANDAYS
ACT934PREPARATION OF MOTHER BED INCLUDING PULVERIZING SOIL, MIXING COW DUNG, MANURE, SOWING SEEDS, SIZE TUBE BED6.0M. X 1.2M. X 0.3M. = 10 NOS.MANDAYS
ACT935MORRUM SPREADING OVER EMBANKMENTCUM
ACT936BRICK WORK FOR PROTECTIONCUM
ACT937BRICK BATS FOR PROTECTION WORKCUM
ACT938SAND (FINE) FOR PROTECTION WORKCU.M
ACT939RING BASIN MAKING FOR MANURING FOR TWO SPLITSMANDAYS
ACT940EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES IN KANKAR MOORUM SOIL INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 125 M AND LEFT OF 1.5 MCUM
ACT941SAND WORK IN FILLING IN FOUNDATION TRENCHES IN LAYER NOT EXCEEDING 150MM INCLUDING WATERING REMMINGCUM
ACT942SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH POWERED EARTH OF LOCAL SOILSQM
ACT943ORDINARY CEMENT CONCRETE 1_2_4 WITH GRADED STONE CHIPS 20 MM DOWN EXCLUDING SHUTTERING REINFORCEMENT WITH LOCAL HARD BLACK STONECUM
ACT944BRICKS WORK WITH 1ST CLASS BRICKS IN CEMENT MORTORCUM
ACT00945WATCHMANNOS
ACT945WOODEN SHETTERING 25MMSQM
ACT00946WATER CARRIERNOS
ACT94619MM THICK PLASTER WITH CEMENT MORTARSQM
ACT947PUNNING SAND FILTER AT ALL SIDESSQM
ACT00948WATERING , TENDINGNOS
ACT948DIGGING EARTH IN ANY SOIL INCLUDING MIXED SOIL BUT EXCLUDING MORRUMJARTERITE SAND STONE OF ANY OTHER HARD STONECUM
ACT009491ST TIME WEEDING,CLEANING &; MULCHINGKG
ACT949BEYOND 1.5 M UPTO 4 M HARD ROCK SURFACE DIGGINGCUM
ACT009502ND TIME WEEDING,CLEANING &; MULCHINGKG
ACT950BEYOND 4 M UPTO 6 M HARD OR DENCE SOIL, MOORUM, LATERITECUM
ACT00951APPLICATION OF INSECTICIDSKG
ACT951BEYOND 6 M UPTO 8 M HARD OR DENCE SOIL, MOORUM, LATERITECUM
ACT952BEYOND 8 M UPTO 10 M HARD ROCK SURFACE DIGGING CHISET PICK AXE ETCCUM
ACT953SUPPLY AND FILLING IN POISITION JHAMA BRICKS BATSCUM
ACT954SUPPLY AND FILLING IN POSITION WASH GRAVEL OF SIZE 8 TO 10 MMCUM
ACT955PRECAST RC WELL RING OF SIZE 65MM THICK AND .9M INTERNAL DIA MADE WITH CEMENT CONCRETE WITH STONE CHIPS 12 MM DOWNM
ACT956SUPPLYING FITTING AND FIXING GI CHAIN LINK FENCING 75MM X 75 MM MESH 8 G WIRE TO THE RCC OR WOODEN POST WITH GALVANISED HOOKES COMPLETESQM
ACT957SUPPLYING FITTING AND FIXING MS ANGLE OF SIZE 75MMX75MMX6MM LENGTH 1.5 M FOR BOUNDARY POSTKG
ACT958SUPPLYING, FITTING, FIXING UPVC PYPEM
ACT959SUPPLYING FITTING AND FIXING UPVC FITTINGNOS.
ACT960WATERING CANPIECE
ACT9612ND TIME WEEDING,CLEANING,MULCHING WITHOUT FERTILISER (133 PER MD)75
ACT995COLLECTION OF MOTHER AZOLLAMANDAY
ACT996WATERING AND NURSINGSQFT
ACT997PIT SETTING AND SUPERVISINGMANDAYS
ACT998MAKING OF BAMBOO SHADESFT
ACT999EXCAVATION OF PIT INCLUDING DRESSING (IN CU.FT.)CFT
ACT1000LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOO POST &; PASTING OF TARCOLEMANDAYS
ACT1001LABOUR COST FOR BIFLEX SPRAYING FOR TWO TIMEMANDAYS
ACT1002LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIMEMANDAYS
ACT1004BIFLEX SPRAYINGLTR
ACT1005BLUE COPPER SPRAYINGLTR
ACT1006LIME DUSTLTR
ACT1007SAP/SEVINLTR
ACT1008HIRE OF SPRAYERDAYS
ACT1009STACKING MATERIALSNO
ACT1010SUPHALAKG
ACT1011VERMICOMPOSTKG
ACT1012BONE DUSTKG
ACT1019LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOO POST &; PASTING OF TARCOLEMAN DAY
ACT1021LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIMEMAN DAY
ACT1022LABOUR COST FOR BIFLEX SPRAYING FOR ONE TIMEMAN DAY
ACT1023BIFLEX SPRAYINGLTR
ACT1024BLUE COPPER SPRAYINGLTR
ACT1025LIME DUSTKG.
ACT1026SUPHALAKG.
ACT1027VERMICOMPOSTKG.
ACT1029BONE DUSTKG.
ACT1946ROYALTY FOR BOULDERRS.
ACT1978RUBBLE MANSONARY WALL WITH BOULDERCUM.
ACT2037RUBBLE MASONRY WORK WITH ANY TYPE OF MORTAR INCLUDING RACKING OUT THE JOINTS SCAFFOLDING AND CURINGCUM.
ACT2525FENCING WITH MOSQUITO NETSQM
ACT2526COVERING WITH STRAWSQM
ACT2527USING SPICES TO PROTECT FROM ANTKG
ACT8881APPLICATION OF FUNGICIDEMANDAYS
ACT8882APPLICATION OF TERMITICIDEMANDAYS
ACT8883INTER CULTURE OPERATION INCLUDING WEEDING &; HOEINGMANDAYS
ACT8884COST OF PESTICITELTR
ACT8885COST OF FUNGICIDELTR
ACT8886COST OF TERMITICITELTR
ACT8887COST OF TERMITICITEKG
ACT8888COST OF VERMI COMPOSTKG
ACT8995SKILLED LABOURMANDAYS
ACT8996LIME &; ENGIME FOR GROWTH OF AZOLLAL.S
ACT8997SUPPLY OF SUPER PHASPHATE FOR NUTRITION OF AZOLLA AT SITEKG
ACT8998COST OF SILPOLINE FOR BED SIZEPIECE
ACT8999CHANGING OF WATER 15 DAYS INTERVAL FOR 2 MONTHSNO
ACT9888LABOURS ENGAGED UP TO PLINTH LEVEL (USK)NOS
ACT9889LABOURS ENGAGED UP FROM PLINTH LEVEL TO LINTEL LEVEL (USK)NOS
ACT9890LABOURS ENGAGED UP FROM LINTEL LEVEL TO ROOF LEVEL (USK)NOS
ACT9891LABOURS ENGAGED UP FROM ROOF LEVEL TO FINISHING (USK)NOS
ACT11190100 MM THICK 1100 MM DIA R.C.C. COVER SLAB (M-20) WITH STONECHIPS (20 MM DOWN) I/C REINFORCEMENT BUT EXCLUDING SHUTTERINGCU.M
DEO West Bengal