CLEARING AND GRUBBING ROAD LAND INCLUDING … · clearing and grubbing road land including...

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MGNREGA ACTIVITY LIST

ACT CODE ACTIVITY NAME UNIT

ACT00

CLEARING AND GRUBBING ROAD LAND INCLUDING UPROOTINGRANK VEGETATION, GRASS, BUSHES, SHRUBS, SAPLINGS ANDTREES GIRTH UP TO 300 MM, REMOVAL OF STUMPS OF TREESCUT EARLIER AND DISPOSAL OF UNSERVICEABLE MATERIALSAND STACKING OF SERVICEABLE MATERIAL TO BE USED ORAUCTIONED, UP TO A LEAD OF 1000 METRES INCLUDINGREMOVAL AND DISPOSAL OF TOP ORGANIC SOIL NOTEXCEEDING 150 MM IN THICKNESS.

HECTARE

ACT001 SUPPLY PLASTIC STRING QUANTITY @ 0.25 KG/100 NOS OF BAG KG

ACT2 10CM THICK DRY BRICK KHOA WELL WATERED &; RAMMED TORECEIVE A.S.FLOORING SQM

ER02 RAMMING OR ROLLING EATH WORK WITH LIGHT H.R.R. INEMBANKMENT IN LAYERS NOT EXCEEDING 0.3M CUM

ACT03CEMENT CONCRETE [1:4:8] USING 40MM SIZEB.H.G. METALINCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERINGCURRING, ETC. COMPLETE

CUM

ACT4

12MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYWITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDINGCORNERS INCLUDING WATERING CURRING COST CONVEYANCETAXES AND ROYALITY ETC. COMPLETE.

SQM

ER04FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50 M ANDINITIAL LIFT 1.5 M AS PER DIRECTION OF ENGINEER-IN-CHARGE.

SQM

ACT05CEMENT CONCRETE [1:3:6] USING 40MM SIZEB.H.G. METALINCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERINGCURRING, ETC. COMPLETE

CUM

ACT007 GENERATION OF SEMI-SKILLED PERSONDAYS DAYS

ACT7

16MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYWITHFINISHED SMOOTH,RACKING OUT JOINTS, ROUNDINGCORNERSINCLUDING WATERING CURRING COST CONVEYANCETAXES AND ROYALITY ETC. COMPLETE.

SQM

ACT008 GENERATION OF SKILLED PERSONDAYS DAYS

ACT08

EARTH WORK IN OPEN WELL EXCAVATION IN HARD SOIL ORGRAVELLY SOIL WITHIN ALL LEAD AND LIFT INCLUDING ROUGHDRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CMAND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH ANDAS PER THE DIRECTION OF ENGINEER-IN-CHARGE.

CUM

ACT09 ROUGH STONE DRY PACKING IN APRONS AND REVETMENTSWITH HARD GRANITE STONE. CUM

ER09SECTIONING AND CAMBERING EARTH WORK IN ROADFORMATION TO PROPER SPECIFICATION APPROVED BY THEDEPARTMENT

CUM

ACT10

16MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYWITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDINGCORNERSINCLUDING WATERING CURRING COST CONVEYANCETAXES AND ROYALITY ETC. COMPLETE.

SQM

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ACT11

LABOUR FOR ADMIXING SAND AND MOORUM ETC. COMPLETEINCLUDING COST OF ALL LABOURS AND HIRE CHARGES OF T &;P MATERIALS REQUIRED FOR WORK BUT EXCLUDING COST ANDCONVEYANCE OF SAND AND MOORUM

CUM

ACT12

LABOUR FOR CONVEYING STACKS FROM WORK SITE ANDSPREADING MOORUM OVER THE ROAD SURFACE TO THEREQUIRED GREAD, THICKNESS &; CAMBER FOR SUB-BASEINCLUDING WATERING ,ROLLING WITH P.R.R, INCLUDINGCOST &; CONVEYANCE OF MATERIAL , ALL LABOUR AND T&;PREQUIRED FOR THE WORK INCLUDING RUNNING &; HIRECHARGES OF P.R.R. ETC. COMPLETE.

CUM

ACT13

32MM.TH. PIASAL WOOD OR LOCAL TEAK WOODPANELLEDSHUTTERS MOULDED PANELS WITH ALL LABOUR,IRON FITTINGS,AND WOODEN HINGED CLEATS ETC. FITTEDAND FIXED COMPLETEIN ALL RESPECT. BUT EXCLUDING THECOST OF IRON FITTINGS.

SQM

ACT146 MM THICK CEMENT PLASTER (1:4) TO R CC SURFACESFINISHED SMOOTH INCLUDING CLOSED DEEP CHIPING ANDSLURY TREATMENT. PER 1 SQM

SQM

ACT15 ALIGNMENT, LAYOUT ETC. SQMACT16 ALIGNMENT, LAYOUT, PEGGING ETC. HECT

ACT17 APPLYING OF CHEMICAL FERTILIZER INCLUDING COST OFMATERIALS, CONVEYANCE ETC. KG

ACT18 APPLYING OF ORGANIC MANURE, COMPOST. NEEM CAKEINCLUDING COST OF MATERIALS, CONVEYANCE ETC. KG

ACT19 APPLYING OF PESTICIDES INCLUDING COST OF MATERIALS,CONVEYANCE ETC. LTR

ACT20RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( 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 THICKINCLUDING ALL COST CONVEYANCE TAXES &; ROYALITY ETCCOMPLETE

SQM

ACT23 CEMENT CONCRETE (1:3:6) USING 4 CM SIZE HG METAL CUM

ACT24CEMENT CONCRETE [1:2:4] USING 12MM SIZE H.G. CHIPSINCLUDING ALL COST CONVEYANCE TAXES, ROYALIT,WATERING CURRING, ETC. COMPLETE

CUM

ACT2512MM TH. CEMENT PLASTER [1:6] OVER BRICKMASONARYINCLUDING WATERING CURRING COST CONVEYANCETAXES AND ROYALITY ETC. COMPLETE.

SQM

ACT26

12MM TH. CEMENT PLASTER [1:4] OVER BRICKMASONARYINCLUDINGCEMENT PUNNING AND BITUMENPAINTING OVER TOP OF WALL WATERING CURRING COSTCONVEYANCE TAXES AND ROYALITY ETC. COMPLETE.

SQM


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ACT27

CEMENT CONCRETE M20 GRADE WITH CRUSHED GRANITECOARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXEDIN BATCHING AND MIXING PLANT INCLUDING COST OF ALLMATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATIONOF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BYMECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWERHOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5MHEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVEBLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE.

CUM

ACT28

CEMENT CONCRETE M25 GRADE WITH CRUSHED GRANITECOARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXEDIN BATCHING AND MIXING PLANT INCLUDING COST OF ALLMATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATIONOF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BYMECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWERHOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5MHEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVEBLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE.

CUM

ACT29 CEMENT CONCRETE WITH 12 MM SIZE H.G. CHIPS IN (1:2:4) CUM

ACT30 CEMENT CONCRETE WITH 4 CM SIZE H.G. METAL IN (1:4:8) CUM

ACT31 CEMENT FLUSH POINTING (1:3) SQM.ACT32 CEMENT FLUSH POINTING IN C.M. (1:3) SQMACT33 CEMENT PLASTER (1:4) SQMACT35 CESS RS.

ACT36 CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES ANDTREES SQM

ACT37 CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES ANDTREES FOR SITE CLEARANCE. SQM

ACT40 CLEANING OF WATER HYACINTH SQM

ACT42 COLLECTION OF STAKING MATERIALS WITH STAKING CHARGES NO.

ACT43COLOUR WASHING TWO COATS OVER A COAT OF WHITEWASHING WITH SHELL LIME AND COLOURING MATERIALS PERONE SQMT.

SQM

ACT45 CONST OF BOUNDARY TRENCH CUMACT46 CONST OF PUDDLE CORE WALL CUM

ACT47 CONSTN OF TRANSPERENCY BOARD INCLUDING PLASTERING,PAINTING &; WRITING ETC COMPLETE. SQMT

ACT50

CONVEYING FROM STACKS AND SPREDING METAL OVER THEROAD SURFACE TO PROPER CAMBER AND CONSOLIDATIONWITH P.R.R. WITH ALL LABOUR AND T&;P REQUIRED FOR THEWORK INCLUDING COST &; CONVEYANCE OF MATERIAL ANDRUNNING AND HIRE CHARGES OF P.R.R. ETC. COMPLETE.

CUM

ACT51 COST &; CARRIAGE OF HUME PIPES RMTACT52 COST OF FIRST AID KITS NO.ACT53 COST OF HUME PIPE RMTACT54 COST OF MS ROD QTL.ACT55 COST OF MS SHUTTER KG.


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ACT56 COST OF MULCHING MATERIALS INCLUDING LABOUR CHARGES NO.

ACT57 COST OF PHOTOGRAPHS NO.

ACT58 COST OF PLANTING MATERIALS (SEED/STUMP),TRANSPORTATION CHARGES TO THE WORK SITE. NO.

ACT59 COST OF PLANTING MATERIALS (SEEDLING), TRANSPORTATIONCHARGES TO THE WORK SITE. NO.

ACT60 CRECHE FACILITY RS.

ACT61

CUTTING OF TREES, INCLUDING CUTTING OF TRUNKS,BRANCHES AND REMOVAL OF STUMPS, ROOTS, STACKING OFSERVICEABLE MATERIAL WITH ALL LIFTS AND UP TO A LEAD OF1000 METRES AND EARTH FILLING IN THE DEPRESSION/PIT.

RS.

ACT62 DEWATERING HR

ACT64DISTEMPERING TWO COATS WITH ANY SHADE OVER A COAT OFWHITE WASHING WITH SHELL LIME EXCLUDING COST ANDCONVEYANCE OF DISTEMPER .

SQM

ACT65 DRAWING, DIGGING OF TRIAL PIT, STRUCTURAL DESIGN RS.

ACT66DRESSED SEASONED SAL WOOD WORK FRAMED ANDFIXED[WROUGHT AND PUT UP] IN TRUSSES, PURLINS, FRAMESOF DOORS , WINDOWS AND BEAMS PER ONE CUM.

CUM

ACT67 DRY STONE MASONRY IN WELL STAINING CUM

ACT68DRY STONE MASONRY OR ROUGH STONE DRY MASONARY FORGUARD WALLS AND RETAINING WALLS WITH HARD GRANITESTONES

CUM

ACT69 DRY STONE MASONRY OR ROUGH STONE DRY MASONRY FORGUARD WALL WITH HARD GRANITE STONES. CUM

ACT70 DRY STONE PACKING CUM

ACT71

EARTH WORK EXAVATION IN FOUNDATION IN ORDINARY SOILWITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING ANDBREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYINGIN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTIONOF ENGINEER IN CHARGE.

CUM

ACT72

EARTH WORK EXAVATION IN HARD SOIL &; GRAVELLY SOILWITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING ANDBREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYINGIN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTIONOF ENGINEER IN CHARGE.

CUM

ACT73

EARTH WORK EXAVATION IN ORDINARY SOIL WITH ALL LEADAND LIFT INCLUDING ROUGH DRESSING AND BREAKING OFCLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEERIN CHARGE.

CUM

ACT74

EARTH WORK EXAVATION IN STONY EARTH WITH ALL LEAD ANDLIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODSTO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEERIN CHARGE.

CUM

ACT75

EARTH WORK EXAVATION OF FOUNDATION IN HARD ORGRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGHDRESSING, LEVELING THE BED AND THE DEPOSITINGEXAVATED EARTH FROM WORK SITE.

CUM


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ACT76

EARTH WORK EXAVATION OF FOUNDATION IN ORDINARY SOILWITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING,LEVELING THE BED AND THE DEPOSITING EXAVATED EARTHFROM WORK SITE.

CUM

ACT77

EARTH WORK EXAVATION OF FOUNDATION IN STONY EARTHWITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING,LEVELING THE BED AND THE DEPOSITING EXAVATED EARTHFROM WORK SITE.

CUM

ACT78

EARTH WORK IN EXCAVATION IN ALL KINDS OF EARTH INFOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDINGROUGH DRESSING AND BREAKING CLODS DEPOSITED THEEXCAVATED MATERIALS AWAY FROM WORK SITE.

CUM

ACT79

EARTH WORK IN EXCAVATION IN FOUNDATION INCLUDING ALLLEADS AND LIFTS INCLUDING ROUGH DRESSING ANDBREAKING CLODS DEPOSITED THE EXCAVATED MATERIALSAWAY FROM WORK SITE.

CUM

ACT80

EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT81

EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT82

EARTH WORK IN EXCAVATION IN FOUNDATION IN HARDSOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT83

EARTH WORK IN EXCAVATION IN FOUNDATION IN ORDINARYSOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT84

EARTH WORK IN EXCAVATION IN FOUNDATION IN STONEYEARTH INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT85

EARTH WORK IN EXCAVATION IN FOUNDATIONIN ORDINARYSOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT86

EARTH WORK IN EXCAVATION IN HARD SOIL IN FOUNDATIONINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT87

EARTH WORK IN EXCAVATION IN HARD SOIL INCLUDING ALLLEADS AND LIFTS INCLUDING ROUGH DRESSING ANDBREAKING CLODS DEPOSITED THE EXCAVATED MATERIALSAWAY FROM WORK SITE.

CUM


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ACT88

EARTH WORK IN EXCAVATION IN ORDINARY SOIL INFOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDINGROUGH DRESSING AND BREAKING CLODS DEPOSITED THEEXCAVATED MATERIALS AWAY FROM WORK SITE.

CUM

ACT89

EARTH WORK IN EXCAVATION IN ORDINARY SOIL INCLUDINGALL LEADS AND LIFTS INCLUDING ROUGH DRESSING ANDBREAKING CLODS DEPOSITED THE EXCAVATED MATERIALSAWAY FROM WORK SITE.

CUM

ACT90

EARTH WORK IN EXCAVATION IN STONEY EARTH INFOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDINGROUGH DRESSING AND BREAKING CLODS DEPOSITED THEEXCAVATED 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

ACT92

EARTH WORK IN EXCAVATIONIN FOUNDATION IN HARD SOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGHDRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATEDMATERIALS AWAY FROM WORK SITE.

CUM

ACT93 EARTH WORK IN HARD SOIL &; GRAVELLY SOIL WITH ALL LEADAND LIFT INCLUDING FOR DIGGING OF PITS. CUM

ACT94

EARTH WORK IN HARD SOIL OR GRAVELLY SOIL WITHIN ALLLEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKINGCLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AND AS PER THE DIRECTION OFENGINEER-IN-CHARGE.

CUM

ACT952.5 CM TH. DAMP PROOF COURSE WITH C.C.(1:2:4)USING 12MMSIZE B.H.G.CHIPS INCLUDING WATERINGCURRING, COST,CONVEYANCE, TAXES &; ROYALITY ETC.

SQM

ACT96

EARTH WORK IN OPEN WELL EXCAVATION IN STONY EARTHAND GRAVELS MIXED WITH STONE AND BOULDERS NOTEXCEEDING 0.014 CUM IN VOL. WITHIN ALL LEAD AND LIFTINCLUDING ROUGH DRESSING AND BREAKING CLODS TOMAXIMUM 5 CM TO 7 CM AND LAYING IN LAYER NOT EXCEEDING0.3 M IN DEPTH AND AS PER SPECIFICATION APPROVED BY THEDEPT.

CUM

ACT97

EARTH WORK IN OPEN WELL EXCAVATION IN ORDINARY SOILALL LEAD AND LIFT INCLUDING ROUGH DRESSING ANDBREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYINGIN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTIONOF ENGINEER IN CHARGE.

CUM

ACT98

EARTH WORK IN ORDINARY SOIL ALL LEAD AND LIFTINCLUDING ROUGH DRESSING AND BREAKING OF CLODS TOMAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEERIN CHARGE.

CUM

ACT99 EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFTINCLUDING FOR DIGGING OF PITS. CUM


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ACT100

EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFTINCLUDING ROUGH DRESSING AND BREAKING OF CLODS TOMAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEERIN CHARGE.

CUM

ACT101

EARTH WORK IN STONY EARTH AND GRAVELS MIXED WITHSTONE AND BOULDERS NOT EXCEEDING 0.014 CUM IN VOL.WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING ANDBREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING INLAYER NOT EXCEEDING 0.3 M IN DEPTH AND AS PERSPECIFICATION APPROVED BY THE DEPT.

CUM

ACT0102LABOUR FOR FITTING AND FIXING 12.5 CM DIA U.C BULLAH FORTIE AND RUNNER ETC. AND FOR ½ SPLIT BULLAH WAILINGPIECE.

MTR

ACT102 EARTH WORK IN STONY EARTH WITH ALL LEAD AND LIFTINCLUDING FOR DIGGING OF PITS. CUM

ACT0103 SUPPLYING FITTING &; FIXING 40MM. DIA OLD G.I PIPE MTR

ACT103

EARTH WORK IN STONY EARTH WITH ALL LEAD AND LIFTINCLUDING ROUGH DRESSING AND BREAKING OF CLODS TOMAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOTEXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEERIN CHARGE.

CUM

ACT0104 SUPPLYING FITTING &; FIXING J HOOK CONNECTION WITHC.G.I SHEET KG

ACT104 ELECTRICAL INSTALATION INCLUDING SUPPLYING FITTINGFIXING ALL COST CONVEYANCE TAXES LABOUR ETC COMPLETE. RS

ACT0105 SUPPLYING FITTING &; FIXING C.G.I SHEET FOR ROOF COVER MT.SQ

ACT105FILLING FOUNDATION AND PLINTH WITH SAND INCLUDING ALLLEADS AND LIFT WATERING, RAMMINGCOST, CONVEYANCE,TAXES AND ROYALTY ETC.

CUM

ACT0106 SUPPLYING FITTING &; FIXING EARTHEN RING FOR SOAK PIT NO

ACT106FILLING FOUNDATION AND PLINTH WITH SANDINCLUDING ALLLEADS AND LIFT WATERING, RAMMINGCOST, CONVEYANCE,TAXES AND ROYALTY ETC.

CUM

ACT0107 SUPPLYING FITTING &; FIXING SOAK PIT COVER FOR SOAK PIT PCS

ACT107 FILLING IN FOUNDATION AND PLINTH WITH SAND WATEREDAND RAMMED CUM

ACT0108 SUPPLYING FITTING &; FIXING CONCRETE NADA PCS

ACT108 FILLING OF PITS (CARRYING ORGANIC MANURE MIXING WITHSOIL BASAL DOSE OF FERTILIZER) PIT

ACT0109 SUPPLYING HEXAGONAL SQUARE MESH WIRE NETTING I.R.CFEBRIC MESH OR X.P.M INCLUDING BINDING

SQUAREMETRE

ACT109 FILLING OF POLY POTS WITH SOIL MIXTURE AND STAKINGTHEM IN SEED BED WITH BRICK LINING NO.

ACT110FINE DRESSING AND TURFFING WITH INITIAL LEAD OF 50 MAND 1.5M IN INITIAL LIFT AS PER DIRECTION OF ENGINEER-IN-CHARGE.

SQM

ACT111 FOOD GARAIN HA.ACT111 PLAY GROUND HA.


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ACT112 FINE DRESSING AND TURFING WITH ALL LEAD AND LIFT AS PERDIRECTION OF ENGINEER-IN-CHARGE. SQM.

ACT114 FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50M AND1.5M INITIAL LIFT SQM

ACT115

FINE DRESSING OF EARTH WORK IN ORDINARY OR HARD SOILIN ROAD FORMATON ACCORDING TO THE DIRECTION OF THEDEPARTMENT INCLUDING CUTTING OR FILLING EARTH UPTO0.15M DEPTH OF SURFACE.

CUM

ACT117

FINISHING WALL SURFACE OF WALLS WITH ACRYLIC WALLPUTTY (WATER BASED) OF APPROVED MAKE AND FINISHEDSMOOTH AND EVEN SURFACE TO RECEIVE PAINTING INCLUDINGCOST OF SCAFFOLDING STAGING CHARGES WITH COST OF ALLMATERIALS TAXES, LABOUR T&;P ETC COMPLETE.

SQM

ACT118FINISHING WALLS WITH CEMENT PAINT OF APPROVED SHADEON TWO COAT OVER A COAT OF WHITE WASHING TO GIVE ANEVEN SHADE INCULDING COST OF PAINT.

SQM

ACT119 FIRST AID KIT RS.ACT122 FIXING OF FILLER BOARD FOR EXPANSION JOINTS SQMT

ACT123

FIXING TILES IN DADOS SKIRTING AND RISERS OF STEPS ON12MM THICK CEMENT PLASTER (1:3) JOINTED WITH NEATCEMENT SLURRY MIXED WITH PIGMENTS TO MATCH THE SHADEOF THE TILES INCLUDING RUBBING AND POLISHING COMPLETEEXCLUDING COST OF TILES.(INCLUDING COST OF TILES)

SQM

ACT124

FIXING TILES IN FLOORS TREADS OF STEPS AND LANDING ON25MM THICK BED OF CEMENT MORTAR 1:1 [1CEMENT : 1SAND]JOINTED WITH NEAT CEMENT SLURY MIXED WITH PIGMENT TOMATCH THE SHADES OF THE TILES INCLUDING RUBBING ANDPOLISHING 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 COATS

SQM

ACT126 INTER CROPPING WITH VEGETABLES / PULSES INCLUDING COSTOF SEEDS HECT.

ACT127 INTER CULTURAL OPERATION INCLUDING WEEDING &; HOEING NO.

ACT128 IRRIGATION / WATERING INCLUDING COST OF PITCHER(EARTHEN POT) WITH TRANSPORTATION NO.

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 SUPERSTRUCTUREINCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXESANDROYALTY ETC. COMPLETE.

CUM

ACT131 LABOUR FOR FITTING AND FIXING OF MS SHUTTER KG.ACT132 LABOUR CESS RS.ACT133 LABOUR CHARGES FOR LAYING HUME PIPES RMT

ACT13520MM TH. GREADING PLASTER [1:4] OVER ROOF SLABINCLUDING WATERING CURRING COST CONVEYANCE TAXESAND ROYALITY ETC. COMPLETE.

SQM

ACT136 LABOUR FOR CUTTING, BENDING, BINDING OF MS ROD QTL.


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ACT137LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENINGAND TYING THE RAILS AND PLACINGIN POSITION COST OFBINDING WIRE, EXCLUDING M.S. / T.S. ROD ETC. COMPLETE.

QNTL

ACT138LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENINGAND TYING THE RAILS AND PLACINGIN POSITION EXCLUDINGCOST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE.

QNTL

ACT139LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENINGAND TYING THE RAILS AND PLACINGIN POSITION INCLUDINGCOST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE.

CUM

ACT141 LABOUR FOR FIXING BIG SIX OR TRAFFORD AC SHEET IN ROOFINCLUDING FIXING OF RIDGES, WIND TIES ETC. COMPLETE. SQM

ACT142LABOUR FOR FIXING G.C.I. SHEET IN ROOF DRILLING HOLES INWIND TIES INCLUDING FIXING OF RIDGES, VALLEYS WINDTIES.

SQM

ACT143

LABOUR FOR SOLING ROAD SURFACE WITH SOLING STONESINCLUDING FILLING THE INTERSTICES WITH EARTH ANDROLLING WITH HAND ROAD ROLLER BUT EXCLUDING COST ANDCONVEYANCE OF SOLING STONES.

CUM

ACT144

LABOUR FOR SPREADING METAL FOR PATCH OR POT HOLEREPAIRS 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 SAND

CUM

ACT145

LABOUR FOR SPREADING METAL TO PROPER CAMBER ANDCONSOLIDATION WITH H.R.R. INCLUDING WATERING AND TURFEDGING BUT EXCLUDING COST AND CONVEYANCE OF METALAND FILLER MATERIALS

CUM

ACT146

LABOUR FOR SPREADING METAL TO PROPER CAMBER ANDCONSOLIDATION WITH P.R.R. INCLUDING WATERING AND TURFEDGING BUT EXCLUDING COST AND CONVEYANCE OF METALAND FILLER MATERIALS

CUM

ACT147LABOUR FOR SPREADING MOORUM AND CONSOLIDATION WITHHRR INCLUDING WATERING INCLUDING COST ANDCONVEYANCE OF MOORUM

CUM

ACT148 LATERITE STONE MASONRY (1:6) CUM.

ACT149 LATERITE STONE MASONRY IN CEMENT MORTAR (1 : 6) INFOUNDATIONAND PLINTH CUM

ACT150 LAYING OF DIFFERENT DIA R.C. HUME PIPE MTRACT151 LAYING OF DIFFERENT DIA. R.C. HUME PIPE MTRACT152 LAYING OF VINYL FLOORING SQM

ACT153 MAKING OF BOUNDARY FENCING ARRANGEMENT WITHAVAILABLE LOCAL MATERIALS. RMT.

ACT154 MAKING OF FENCING ARRANGEMENT WITH BAMBOO GABIONWITH ALL ROUND FENCING. EACH

ACT156 MAKING OF FIRE LINE CONTROL FOR PROTECTION OF PLANTS HECT.

ACT157 MAKING OF SHEDS WITH LOCAL AVAILABLE MATERIALS SQMACT158 MOORUM BACKING IN CANALS FOR CONCRETE LININGS CUM


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ACT159 PAINTING TWO COATS WITH APPROVED PAINT OVER A COAT OFPRIMER WITH ANY APPROVED PRIMER SQM

ACT160 PHOTOGRAPHS RS.ACT161 PHOTOGRAPHS IN FOUR STAGES EACH SETACT162 PHOTOGRAPHS IN THREE STAGES RS.ACT163 PLANTING OF SEEDLING FOLLOWED BY WATERING NO.ACT164 PREPARATION AND LEVELING OF SEED BEDS NO.

ACT165 PREPARATION OF POT MIXTURE FOR RAISING OF SEEDLING INPOLY POTS INCLUDING COST OF POLYTHENE, SOIL MIXTURE NO.

ACT166 ANGANWANI HA.

ACT166 PROVIDING AND FIXING OF PRELAMINATED PVC DOORSINCLUDING COST OF MATERIALS SQM

ACT167

PROVIDING FITTING AND FIXING OF FALSE CEILLING WITHALUMINIUM ANODISED T SECTION NO. 3215 WITH 2'-0" CENTERTO CENTER, L SECTION NO. 1705 UPTO 15 MICRON ON 4 WALLSTO BE FIXED BY MEANS OF STEEL SCREW AND P.V.C PLUG ANDTHE ALUMINIUM GRID 2'-0"X2'-0" SUSPENDED FROM CEILINGETC COMPLETE

SQM

ACT168

PROVIDING FITTING FIXING FINISHING MS GRILLS INWINDOWS AND GRILL GATE AT VERANDAH INCLUDING ALLCOST CONVEYANCE TAXES FABRICATION CHARGESETC.COMPLETE.

KG

ACT169

PROVIDING FITTING, FIXING OF AL. DOOR WITH OEL ANODIZEDAL. DOOR SECTION OF 9202 AS VERTICAL MEMBER, 9201 ASTOP MEMBER AND 9200 AS BOTTOM AND MIDDLE MEMBER AND12MM THICK PRE-LAMINATED BOARD FIXED ON DOOR FRAMEBY MEANS OF TAPERED CLIP NO. 4660 AND THE FRAME TO BECOMPLETED BY MEANS OF JOINTING ANGLE NO. 1855INCLUDING ALL COST OF LABOUR, T&;P , HIRE CHARGES OFDRILLING MACHINE, LABOUR CHARGES ETC. COMPLETE

SQM

ACT170 PROVIDING PVC PIPES FOR WEEP HOLES IN GUARD WALL ANDABUTMENTS. MTR

ACT171 PROVISION FOR CRECH PER DAYACT173 PROVISION FOR DISPLAY BOARD NO.ACT175 PROVISION FOR DRINKING WATER FACILITY MANDAYACT176 PROVISION FOR LABOUR WALE FARE CESS RS.ACT178 PROVISION FOR TEMP. REST SHED NO.

ACT179 PROVISION FOR WAGE OF GRAM SANJOJAK / UDYAN SATHI /MATE NO.

ACT180 PRUNING OF TWIGS BRANCHES SQM

ACT181

R.C.C [1:1.5:3] USING 12MM SIZE B.H.G.CHIPS INCLUDING ALLCOST CONVEYANCE HOISTING LAYINGTAXES,ROYALIT,WATERING CURRING, &; CENTERINGSHUTTERING ETC.EXCLUDING COSTOF IRON ROD .

CUM

ACT182R.R.STONE MASONARY WITH[1:6] C.M. USINGHARD GRANITESTONES INCLUDING WATERING CURRINGCOST, CONVEYANCE,TAXES &; ROYALITY ETC.

CUM

ACT185 RANDOM RUBBLE HARD GRANITE STONE MASONRY IN CLAY ORSAND OR GRAVEL GROUTED IN FOUNDATION AND PLINTH CUM

ACT186 RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR INOPEN WELL STAINING (1:6) CUM


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ACT187 RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR INFOUNDATION AND PLINTH (1:6) CUM

ACT189 RCC M20 GRADE CONCRETE WITH 20 MM DOWNGRADED HGCHIPS CUM

ACT190 REMUNARATION TO GRAM SANJOJAK PER DAYACT192 REMUNERATION OF GRAM SANJOJAK DAY

ACT194RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( BEAM &; COLUMN)

SQM

ACT195RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( FINIS &; WALLS)

SQM

ACT196RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( LINTEL)

SQM

ACT197RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( MASS CONCRETE)

SQM

ACT198RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( PLINTH BAND )

SQM

ACT199RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( SLAB)

CUM

ACT201RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( SLAB, CHAJJA)

SQM

ACT202RIGID AND SMOOTH CENTRING AND SHUTTERING WORKINCLUDING FALSE WORK AND DISMANTALLED THEM AFTERCASTING ( STAIR CASE)

SQM

ACT203ROLLING AND COMPACTING TO SUB GRADE OR FORMATIONLOOSENING BY CUTTING ORDINARY EARTH FOR 0.15 MTR.DEPTH INCLUDING WATERING AND ROLLING BY PRR.

CUM

ACT204

EARTH WORK IN EXCAVATION IN STONEY EARTH INCLUDINGALL LEADS AND LIFTS INCLUDING ROUGH DRESSING ANDBREAKING CLODS DEPOSITED THE EXCAVATED MATERIALSAWAY FROM WORK SITE.

CUM

ACT205ROUGH STONE DRY PACKING IN APPRONS AND REVETMENTSWITH HARD GRANITE STONES INCLUDING ALL COST,CONVEYANCE TAXES &; ROYALITY ETC COMPLETE.

CUM

ACT206 ROUGH STONE DRY PACKING IN APRONS AND REVETMENTSSPURS AND LAUNCHING APRON WITH HARD GRANITE STONE. CUM

ACT2072.5CM TH. A.S.FLOORING WITH C.C.(1:2:4) USING12MM SIZEB.H.G. CHIPS INCLUDING WATERINGCURRING COSTCONVEYANCE TAXES&; ROYALITY ETC.

SQM

ACT208 ROUGH STONE DRY PACKING WITH HG STONE. CUMACT209 RR STONE MACHINERY FOR DRY GUARD WALL CUM

ACT211 SOIL WORKING WITH FORMATION OF HALF MOON CIRCLES NO.

ACT212 SORTING &; GRADING AND SHIFTING OF POLY POTS NO.ACT213 SOWING OF SEEDS/STUMPS WITH WATERING NO.


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ACT214 SUPPLYING FITTING FIXING SANITARY WORKS INCLUDING ALLCOST CONVEYANCE TAXES LABOUR ETC COMPLETE. RS

ACT215

SUPPLYING, FITTING, FIXING UP WINDOW (SLIDING TYPE)MADE UP ALUMINUM SECTION, AS WINDOWS FRAME AND ASSHUTTER FRAME WITH 5MM THICK BLACK GLASS AS PANELFITTED WITH RUBBER BEADING INCLUDING LOCKINGARRANGEMENT INCLUDING ALL FITTING INCLUDING COST OFMATERIALS ALL TAXES LABOUR, T&;P ETC. COMPLETE AS PERDIRECTION OF ENGINEER-INCHARGE.

SQM

ACT217 SURVEY &; INVESTIGATION RSACT219 SURVEY AND INVESTIGATION RS.ACT220 SURVEY AND INVESTIGATION WORK RS.ACT221 TEMPORARY SHED RS.ACT222 TRANSPARENCY PILLAR RS.ACT223 WAGES FOR WATER SUPPLY DAY

ACT225 WALL PAINTING 2 COATS WITH PLASTIC EMULSION PAINT OFAPPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE. SQM

ACT226 WALL PAINTING 2 COATS WITH WEATHER COAT PAINT OFAPPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE. SQM

ACT227 WATCH AND WARD MAN DAYACT228 WATCH AND WARD FOR – 3 YEARS MANDAYACT229 WATERING CHARGES NO.

ACT230 WHITE WASHING THREE COATS WITH SHELL LIME PER ONESQMT. SQM

ACT231 WHITE WASHING TWO COATS WITH SHELL LIME PER ONE SQMT. SQM

ACT232 WORK SITE FACILITIES LIKE TEMPORARY SHADE RS

ACT233

20MM TH. CEMENT PLASTER [1:6] OVER STONE MASONARYWITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDINGCORNERSINCLUDING WATERING CURRING COST CONVEYANCETAXES AND ROYALITY ETC. COMPLETE.

CUM

ACT234C.B.BRICK MASONARY WITH [1:6] C.M. IN SUPERSTRUCTUREINCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXESANDROYALTY ETC. COMPLETE.

CUM

ACT235 SELECTION OF SITE AND CLEANING NOSACT236 FENCING NOSACT237 PREPARATION OF MOTHER BED AND POLYPOD BEDS NOS

ACT238 SEED SOWING IN MOTHER BED AND FILLING UP OF POLYPODS NOS

ACT239 PREPARATION OF SHED NOSACT240 PRICKING OUT SEEDINGS NOS

ACT241 TWO TIMES WEEDING IN MOTHER BEDS AND POLYPOD BEDS NOS

ACT242 WATERING IN MOTHER BEDS AND POLYPOD BEDS NOSACT243 EARTHWORK IN FOUNDATION TRENCHES CUMACT244 EARTHWORK IN FILLING CUMACT245 LAYING SOLLING SQMACT246 CEMENT CONCRETE (1,3,6) CUMACT247 CEMENT CONCRETE (1,1.5,3) CUM


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ACT CODE ACTIVITY NAME UNITACT248 REINFORCEMENT OF RCC WORK QTLACT249 HIRE LADOUR CHARGE FOR SHUTTERING SQM

ACT250 BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER(6,1) CUM

ACT251 25MM DPC WITH CEMENT MORTER (4,1) SQM

ACT252 125MM THK. BRICK WORK WITH 1ST CLASS BRICK IN CEMENTMORTER (4,1) SQM

ACT253 MAKING FOR DOOR AND WINDOW FRAME(75MM X 100MM) M

ACT254 FITTING AND FIXING DOOR AND WINDOW FRAME NOS.ACT255 MAKING DOOR AND WINDOW SHUTTER SQMACT256 FITTING AND FIXING DOOR AND WINDOW SHUTTER NOS.ACT257 6MM THK. PLASTER (4,1) CEMENT SAND MORTER SQMACT258 12MM THK. PLASTER (4,1) CEMENT SAND MORTER SQMACT259 25 MM THK. ARTIFICIAL STONE FLOORING SQMACT260 NEAT CEMENT PUNNING ABOUT 1.5MM THK. SQM

ACT261 75MM THK. BRICK WORK WITH 1ST CLASS BRICK IN CEMENTMORTER (4,1) SQM

ACT262 20MM THK. PLASTER (6,1) CEMENT SAND MORTER SQM

ACT263

COLLAPSIBLE GATE WITH 40MM X 40MM X 6MM TEE AS TOP ANDBOTTOM GUIDE RAIL 20MM X 10MM X 2MM VERTICAL CHANNEL100MM APART IN FULLY STRECHED POSITION. 20MM X 5MM MSFLATS AS COLLAPSIBLE BRACINGS PROPERLY RIVETTED ANDWASHERED INCLUDING 38MM STEEL ROLLERS INCLUDINGLOCKING ARRANGEMENTS, FITTED AND FIXED IN POSITIONWITH LUGS SET IN CEMENT CONCRETE AND INCLUDINGCUTTING NECESSARY HOLES, CHASING ETC. IN WALLS, FLOORSETC. AND MAKING GOOD DAMAGES COMPLETE.

SQM

ACT264

WOOD WORK IN DOOR AND WINDOW FRAME FITTED AND FIXEDCOMPLETE INCLUDING A PROTECTIVE COAT OF PAINTING ATTHE CONTACT SURFACE OF THE FRAME. ( THE QUANTUMSHOULD BE CORRECTED UPTO THREE DECIMALS.)

CUM

ACT265

M.S. CLAMPS FOR FIXING DOOR AND WINDOW FRAME MADE OFFLAT BENT BAR, END BIFURCATED, FIXED IN CEMENTCONCRETE WITH STONE CHIPS (4:2:1) FITTED AND FIXEDCOMPLETE AS PER DIRECTION.( COST OF CEMENT CONCRETEWILL BE PAID SEPARATELY.)

NOS

ACT266 FINE SAND 134.51ACT267 CEMENT 200ACT268 COURSE SAND 109.106ACT269 BRICKS 37500ACT270 CHIP 22.4 67.84ACT271 CHIP 11.2 11.037ACT272 ROD 45ACT273 SAND FILLING WITH WATERING, RAMMING COMPLETE NOSACT274 CEMENT CONCRETE(1-2-4) NOSACT275 10 INCH BRICK WORK(1-6) NOSACT276 5 INCH BRICK WORK(1-4) NOSACT277 3 INCH BRICK WORK(1-4) NOS

ACT278 FITTING, FIXING OFPRECAST RCC POST- 9 FT LONG, 6 INCH X 6INCH AT BOTTOM AND 4INCH X 4INCH AT TOP NOS

ACT279 15 MM THICK PLASTER(1-6) NOS


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ACT CODE ACTIVITY NAME UNITACT280 NEAT CEMENT PUNNING NOS

ACT281 BAMBOO FRAMEWORK WITH COALTERRING OVER THE BAMBOOSTRUCTURE NOS

ACT282 THATCHING THE ROOF WITH STRAW NOS

ACT283 CARRYING BY HEADLOAD OF CONSTRUCTION MATERIALS FROMROAD SIDE TO WORK SITE NOS

ACT284 COLLECTION OF ORGANIC WASTE NOS

ACT285 HANDLING OF ORGANIC WASTE FOR INCORPORATION OF VERMIWORMS NOS

ACT286 MAINTAINCE OF ORGANIC WASTE AFTER INCORPORATION OFVERMIWORMS NOS

ACT287 SIEVING OF PRODUCED VERMICOMPOSET, BAGING ANDMARKETING OF PRODUCT NOS

ACT288

EARTH WORK IN EMBANKMENT LIFTUP TO 1.5M IN DIFFERENTTYPES OF SOIL INCLUDING REMOVING, SPREADING ORSTACKING THE SOPILS WITHIN DIFFERENT LEAD THE SIDES OFTRENCHES, LEVELING, DRESSING AND RAMMING THE BOTTOM,BAILING OUT WATER

CUM

ACT289

FINE DRESSING AND CHILCHALLING WORK INCLUDINGBREAKING CLODS IN THE FORMATION AND SIDE SLOPE OFEMBANKMENT AND CANAL BED TO REQUIRED SLOPE CAMBERAND GRADE

SQM

ACT290 TUFING WITH SODS IN THE WITH SODS IN THE EMBANKMENTSLOPE AND SHOULDER INCLUDING COLLECTION OF SODS SQM

ACT291

MAKING SAUSAGE(GABION) WORK BY FILLING BOULDER (30 KGTO 40 KG WIGHT) OBTAINED FROM NEARBY STACKS WITHINLEAD OF 15 M. AND PLACIG TIE THEM WITH G.I WIRE NETTINGFOR PROTECTION OF RIVER EMBANKMENT OR SLOPE OF HILLYROADS.

CUM

ACT292 PLACING OF WIRE NET SQMACT293 WATER CARRIER NOACT294 CRECHE NOACT295 CRECHE SUPERVISOR NOSACT296 CARRYING OF WATER NOSACT297 MATI KATA 5

ACT298 EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN M3

ACT299 LAYING SOILING TO PROPER CAMBER M2

ACT300 CMENT CONCRETE WITH GARDED STONE CHIPS EXCLUDINGSHUTTERING 40MM M3

ACT301 LABOUR FOR SHUTTERRING WITH CENTERING AND NECESSARYSTAGING M2

ACT302 BREAKING OF STONE MATERIAL WITH SATGING M3ACT303 COLLECTING AND BREAKING OF LOCAL STONE M3ACT304 CARRAIGE OF CONSTRUCTION MATERIAL ON HEAD LOAD M3ACT305 CARRAIGE OF CONSTRUCTION MATERIAL BAGSACT306 DRY RUBBLE MASONRY WALL WITH BOULDER M3ACT307 RUBBLE MASONRY WORK WITH ANY KIND OF MORTAR M3

ACT308 BENCH CUTTING IN HILL AREAS MAINTAINING PROPER GRADE M3

ACT309 BENCH CUTTING IN HILLY AREA MAINTAINING PROPER GRADES M3


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ACT310 LABOUR FOR SHUTTERING WITH CENTERING NECESSARYPROPPING M2

ACT311LAYING SOILING TO POPER CAMBER HAND PACKING SPREADINGPOWDERED EARTH IN THE INTERSTICES WITH DEPARTMENTALBRICKS AND STONES

M2

ACT312 DRY RUBBEL MASONRY WALL WITH HARD BOULDER OBTAINEDFROM NAERBY STACKS OR QUARRY M3

ACT313MAKING V SHAPDE DRAIN IN HILL ROAD OR IN CUTTING WITHDRY BOULDERS INCLIDING PLACING POWDERED EARTH IN THESURFACE

M

ACT314RUBBLE MASONRY WORK WITH ANY TYPE OF MORTARINCLUDING RACKING OUT THE JOINTS SCAFFOLDING ANDCURING

M3

ACT315 CEMENT CONCRET WORKS WITH GRADED STON CHIPS M3

ACT316 COLLECTING AND BREAKING FROM SURFACE AND OR DIGGINGINTO GROUND AT QUQRRY INCLUDING STACKING BOULDER M3

ACT317 COLLECTING AND BREAKING FROM SURFACE AND OR DIGGINGINTO GROUND AT QUQRRY INCLUDING STACKING SAND M3

ACT318 COLLECTING AND BREAKING FROM SURFACE AND OR DIGGINGINTO GROUND AT QUQRRY INCLUDING STACKING STONECHIPS M3

ACT319 CONSUMPTION OF MATERIALS M3

ACT320 CARRIAGE OF CONSTRUCTION MATERIALS FROM A NEARBYROAD POINT ON HEAD LOAD M3

ACT321 SURKI SAND LIME CEMENT PLASTER WORK WITH MATERIALSUPPLIED M2

ACT322 SPREADING AND CONSOLIDATION OF R.B.M SQMACT323 SPREADING AND CONSOLIDATING OF SINGLES CUM

ACT324EARTHWORK IN EXCAVATION TOMAKE FORMATION OF ROADSIN HILLY TRACKS INCLUDING REMOVING SPREADING ORSTACKING OF SPOILS SUITABLY ETC...

M3

ACT325 CEMENT CONCRETE WITH 20 MM DOWN STONE CHIPSEXCLUDING REINFORCEMENT AND SHUTTERING IF ANY.... M3

ACT326 DRY RUBBLE MASSONARY WITH CEMENT MORTAR... M3ACT327 CARRIAGE OF BOULDERS ON HEAD LOAD... M3ACT328 CARRIAGE OF CEMENT ON HEAD LOAD BAGSACT329 CARRIAGE OF STONE CHIPS ON HEAD LOAD M3ACT330 PIT ALIGNMENT 1ACT331 BED PREPARATION FOR SEEDLING KATHAACT332 APPROACH ROAD M3ACT333 DUMPING PIT M3ACT334 DRAIN M3

ACT335 EARTHWORK IN EXCAVATION IN FOUNDATION IN DIFFERENTSOIL INCLUDING REMOVING, SPREADING THE SPOILS... MT.CU.

ACT336 EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UPTO FLINT... MT.CU

ACT337LABOUR FOR LAYING 150MM TO 200MM BOULDER SOLINGINCLUDING ROUGH DRESSING HAND PACKING AND RAMMINGDOWM SMALL PIECES....

MT.SQ.

ACT338 CEMENT CONCRETE WITH 30MM DOWN GRADED SINGLEEXCLUDING SHUTTERING IN GROUND FLOOR (136) MT.CU


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ACT339 DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROMNEARBY STACKS WITHIN A LIFT OF 1.5M... MT.CU

ACT340ORDINARY CEMENT CONCRETE WITH GRADED STONE CHIPS(20MM NORMAL SIZE) EXCLUDING SHUTTERING ANDREINFORCEMENT...

MT.CU.

ACT341REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALLSORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS,STRRUPS, BINDERS ETC....

KG

ACT342

HIRE AND LABOUR CHARGES FOR SHUTTERING WITHCENTERING AND NECESSARY STAGING UP TO 4M USINGAPPROVED STOUTS PROPS AND THICK HARD WOOD PLANKSOFAPPROVED THICKNESS...

MT.SQ.

ACT343PLASTER (TO WALL, FLOOR, CEILING ETC) WITH SAND ANDCEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERRINGCORNERS AS DIRECTED...

MT.CU

ACT344 NEAT CEMENT PUNNING ABOUT 1.5MM THICK IN WALL, DADO,WINDOW, SILLS, FLOOR, DRAIN ETC. MT.SQ

ACT345COLLECTING AND BREAKING FROM SURFACE AND DIGGINGINTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLYAREA).

MT.CU

ACT346 CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBYQUARRY OR ROAD POINT BY HEAD LOAD UPTO WORK SITE. MT.CU

ACT347 CEMENT, SAND, STONE CHIPS CARRIAGE UPTO WORK SITE. FOR500M BAGS

ACT348 SAND M3ACT349 STONECHIPS M3ACT350 BOULDER M3

ACT351 EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN LIFT UPTO 1.50M IN DIFFERENT TYPE OF SOIL M3

ACT352 CEMENT CONCRETE WITH GRADED STONE CHIPS EXCLUDINGSHUTTERING M3

ACT353LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTERSTICES WITHDEPARTMENTAL BRICKS AND STONES ……ETC.

M2

ACT354COLLECTION AND BREAKING OF STONE MATERIALS INCLUDINGSTACKING. ( MEASUREMENT OF BROKEN METAL OR KHOAWITH DUE ALLOWANCE FOR SINKAGE AND OR SHRINKAGE).

M3

ACT355

BREAKING OF STONE MATERIALS INCLUDING STACKING(MEASUREMENT OF BROKEN METAL WITH DUE ALLOWANCE FORSINKAGE AND OR SHRINKAGE) LOCAL STONE 25 MM DOWNSIZE

M3

ACT356

CARRIAGE OF CONSTRUCTION MATERIALS FROM NEARBYQUARRY, STACKS RIVER POINT OR ROAD POINT ON HEAD LOADTO A DISTANCE OF 100M BEYOND THE ORIGINAL LEAD OF30M…..,.ETC

M3

ACT357 WAGES FOR SUPERVISOR PERMDACT358 WORK CHARGE SAE MNDACT359 DISPLAY BOARD PCSACT360 REST SHED NOSACT361 CRECHE SHED NOSACT362 SKILLED MNDACT363 CARRAGE OF CONSTRUCTION MATERIAL BAGSACT364 CARRAGE OF CONSTRUCTION MATERIAL ON HEAD LOAD M3


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ACT365 CUTTING IN ROAD EMBANKMENT SQUAREMETRE

ACT366 SHURB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVAL OF OTHER VEGETATION AND CLEANING THE SITE HECTOR

ACT367CARRIAGE OF CONSTRUCTION MATERIAL FROM A NEARBYQUARRY (STONE CHIPS BOULDER AND SAND) ON HEAD LOADTO A DISTANCE OF 100 M AND BEYOND 100M AND UPTO 500M

M3

ACT368 PIT MAKING CUBICNMETRE

ACT369 LAND PREPARATION SQFT

ACT370 SPREADING AND CONSOLIDATION WITH HAND ROLLER WITHMATERIALS SUPPLIED ETC. SQM

ACT371FILLING EMPTY GUNNY BAGS WITH DRY EARTH, SAND STICHINGTHE BAGS CARRYING AND ARRANGING PROPERLY WITH A LEADOF 60 MTR.

BAGS

ACT372 CARRYING THE SAND BAGS PROPERLY AND ARRANGE AS PERDIRECTION WITHIN A LEAD OF 30 MTR. BAGS

ACT373LABOUR FOR LOOSE BOULDER APRON INCLUDING CARRYINGBOULDER FROM STACKS ARRANGING HAND PACKING THE SAMEETC. COMPLETE

CUM.

ACT374LAYING EDGING INCLUDING PREPARATION OF BED HANDPACKING, FIXING IN POSITION BACKFILLING WITHDEPARTMENTAL BRICKS STONES SUPPLIED

M

ACT375 LABOUR FOR NEAT CEMENT PUNNING M2

ACT376 CONSUMPTION OF MATERIALS- FOR CRM PLASTER CC WORKSPUNNING M3

ACT377 SURKHI SAND LIME CEMENT PLASTER WORK WITH THEMATERIALS SUPPLIED M2

ACT378CARRAIGE OF CONSTRUCTION MATERIALS FROM A NERA BYQUARRY HEAD LOAD TO DISTANCE OF 100M BEYOND ORIGINALLEAD OF 30M CEMENT

BAGS

ACT379 CARRIAGE OF SAND FROM NEAR BY QUARRY ON HEAD LOAD M3

ACT380 CARRIAGE OF BOULDER MATERIALS FROM A NEAR BY QUARRYON HEAD LOAD M3

ACT381 PLY WOOD SQFTACT382 ROYALTY FOR BOULDER RSACT383 IIRON ROAD KGACT384 IRON ROD KGACT385 LABOUR FOR NEAT CEMENT PUNNING M2 M2ACT386 PROVISION FOR CRECHE SUPERVISOR MANDAYS

ACT387 PROVIDING AND LAYING CEMENT CONCRETE M20 WITHREINFORCEMENT M3

ACT388 PROVIDING AND LAYING CEMENT CONCRETE M15 WITH ORWITHOUT REINFORCEMENT M3

ACT389 12MM DIA BAR LAYING STEEL REINFORCEMENT IN RCC KGACT390 LABOUR FOR SHUTTERING WITH CENTERING NECESSARY KG

ACT391 MAKING V SHAPE DRAIN IN HILL AREAS OR IN CUTTING WITHDRY BOULDERS ETC.. M

ACT392 EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN M3

ACT393 LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTAGGING M3


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ACT CODE ACTIVITY NAME UNITACT394 CEMENT PLASTER WORK 20MM THICKNESS M2ACT395 LABOUR FRO NEAT CEMENT PUNNING M2 M2ACT396 CARRIAGE OF CEMENT BAGS BAGSACT397 SKILLED LABOUR MANDAYSACT398 SUPERVISOR MANDAYSACT399 DISPLAY BOARD AT WORK SITE NOS

ACT400 SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVED OF THE VEGETATION AND CLEARING THE SITE MTSQ

ACT401

EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENTSOIL INCLUDING REMOVING, SPREADING THE SOILS WITHINDIFFERENT LEAD AND LEVELING DRESSING ETC AS REQUIRED,COMPLETE

MTCU

ACT402EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UPTO FLINT. EXCAVATION EARTH. SAME AS EARTHWORK. BACKSIDE OF WALL

MTCU

ACT403 DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROMNEARBY STACKS WITHIN A LIFT OF 1.5 M. MTCU

ACT404LAYING SOILING TO PROPER CAMBER, HAND PACKINGSPREADING POWDERED EARTH IN THE INTERSTICS WITHBOULDER CARRYING FROM RAMBI RIVER BED.............

MTSQ

ACT405MAKING V SHAPED DRAIN IN HILL AREAS ROAD OR IN CUTTINGWITH DRY BOULDER INCLUDING PLACING POWERED EARTH INTHE SURFACE AND IN THE SIDE OF THE DRAIN PROPERLY

M

ACT406CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MMSIZE EXCLUDING SHUTTERING AND REINFORCEMENT(1.3.6)..........

MTCU

ACT407

LABOUR FROM SHUTTERING WITH CENTERING AND NECESSARYSTAGING UPTO 4 M. USING APPROVED STOUT PROPS ANDTHICK HARD WOOD PLACKS OF APPROVED THICKNESS WITHREQUIRED BRACHING INCLUDING FITTING.................

MTSQ

ACT408 12 MM THICK SAND CEMENT PLASTERS WORK WITH MATERIALSSUPPLIED AT WORK SITE MTSQ

ACT409 LABOUR FOR NEAT CEMENT PUNNING WORK SAME ASPLASTERING MTSQ

ACT410 COLLECTING AND BREAKING FROM SURFACE AND DIGGINGINTO GROUND AT QUARRY INCLUDING STACKING MTCU

ACT411 CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBYQUARRY ROAD POINT BY HEAD LOAD UP TO WORK SITE. MTSQ

ACT412 CARRIAGE OF CEMENT UP TO WORK SITE 155 BAGS RS. 20BAGS BAGS

ACT413PLASTER WITH SAND AND CEMENT MORTAR INCLUDINGROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTSOF CONCRETE SURFACE INCLUDING........

MTSQ

ACT414 SURKHISANDLIME CEMENT PLASTER WORK WITH MATERIALS M2

ACT415 NEAT CEMENT PUNNING........ETC M2ACT416 FENCING &; LAND PREPARATION KATHAACT417 LAND PREPARATION FOR ONE SEASON KATHAACT418 IRRIGATION CANAL &; COMMUNICATION KATHAACT419 PLANTING OF SEEDLING KATHA


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ACT CODE ACTIVITY NAME UNITACT420 MANUAL IRRIGATION KATHAACT421 PIT MAKING FOR VERMI-COMPOST KATHA

ACT422 MAINTENANCE OF PIT FOR VERMI-COMPOST-1 PIT FORORGANIC MANURE-2 WEEDING-2 KATHA

ACT423 NURSING OF CROPS &; SPRAYING OF INSECTICIDE ETC KATHA

ACT424 HARVESTING KATHA

ACT425 CUTTING THE THE SMALL TREES AT THE SITE (GIRTH OFTEREES NOT EXCEDING 1 METER) NOS

ACT426

PLASTER WITH SAND AND CEMENT MORTAR INCLUDINGROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTSOF CONCRETE SURFACE INCLUDING THROATTING, NOSING ANDDRIP COURSE WHERE NECESSARY.

MTSQ

ACT427 SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATIONTRENCHES PLINTH ETC. M3

ACT428 SURFACE DRESSING OF THE GROUND INCLUDING REMOVINGVEGETATION UNEQUALITIES ETC M2

ACT429 SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESREMOVAL OF OTHER VEGETATION ETC. M2

ACT430 FILLING EMPTY GUNNY BAGS WITH DRY EARTH OR SANDSTITCHING BAGS... BAGS

ACT431 LAYING, EDGING INCLUDING PREPARATION OF BED , AND HANDPACKING WITH HARD BOULDERS R.M.

ACT432 LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTACGING USING APPROVED STOUT PROPS..ETC M2

ACT433REINFORCEMENT FOR REINFORCE CONCRETE WORK IN ALLSORTS OF STRUCTURE INCLUDING CUTTING, BENDING,BINDING ETC

KG

ACT434 RUBBLE MASSONARY WORK WITH NAY TYPE OF MORTAR..... M3

ACT435 CEMENT PLASTER WORK WITH MATERIALS SUPPLIED ATSITE...ETC M2

ACT436 LABOUR FOR NEAT CEMENT PUNNING....ETC M2

ACT437 MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITHDRY BOULDERS ETC... R.M.

ACT438 MAKING SAUSAGE (GABION) WORK BY FILLING BOULDERSOBTAINED FROM NEARBY STACKS...ETC M3

ACT439 CARRIAGE OF SAND ON HEAD LOAD... M3

ACT440 EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES,DRAIN IN DIFFERENT TYPES OF SOIL..ETC M3

ACT441 PLUMB CONCRETE WITH BOULDERS OF SIZE 150MM AND ABOVEEXCLUDING REINFORCEMENT, SHUTTERING.... M3

ACT442EARTHWORK IN FILLING IN FOUNDATION AND PLINTH INLAYERS NOT EXCEEDING 15CM INCLUDING WATERING,RAMMING ETC.

M3

ACT443 SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATIONTRENCHES PLINTH ETC.. M3

ACT444 FENCING AND LAND PREPARATION MANDAYSACT445 IRRIGATION CANAL AND COMMUNICATION MANDAYSACT446 MANUAL IRRIGATION MANDAYS

ACT447 NURSING OF CROPS &; SPRAYING OF INSECTICIDE ETC MANDAYS

ACT448 HARVESTING MANDAYSCOMPILED BY SUBHRAPRATIM DE PAGE 19 OF 4220/07/2015 11:53 AM

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ACT CODE ACTIVITY NAME UNITACT449 PIT ALIGNMENT MANDAYSACT450 PIT MAKING =18 NOS. (2 FT X 2FT X 2FT) MANDAYSACT451 CARRYING OF SEEDLING 18 NUMBER MANDAYSACT452 APPLICATION OF ORGANIC MANURE 18 NUMBER MANDAYS

ACT453

EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FORMIXED MEDIUM HARD SOIL WITH SOFT MORRUM, HARD EARTH,KANKAR ETC. INCLUDING REMOVING, STACKING ANDDRESSING ETC. WHEN NECESSARY. LEAD UPTO 80 FT, LIFTUPTO 5 FT.

CFT

ACT454LAYING OF HUME PIPE SETTING COLLAR INCLUDINGPREPARATION OF BED WITH EARTH CUSHION WITH MATERIALSSUPPLIED AT SITE

MT

ACT455 CREACH LABOUR NOS

ACT456 COLLECTION AND BREAKING OF BOULDERS FROM SURFACE,ORDIGGING TO GROUND AND STACKING IT PROPERLY. M3

ACT457 CARRIAGE OF SAND ON HEAD LOAD.... M3ACT458 CARRIAGE OF BOULDERS ON HEAD LOAD ETC....... M3ACT459 CARRIAGE OF SAND ON HEAD LOAD ETC.... M3ACT460 CARRIAGE OF CEMENT ON HEAD LOAD ETC.... M3ACT461 BOX CUTTING IN ROAD EMBANKMENT MANDAYSACT462 SPREADING AND CONSOLIDATION WITH POWER ROLLER MANDAYSACT463 BREAKING OF BRICK BATS INCLUDING STACKING MANDAYSACT464 EARTH WORK IN EMBANKMENT MANDAYSACT465 CARRIAGE OF CEMENT ON HEAD LOAD ETC.... M3ACT466 FIRST AID BOX NOS.ACT467 CREACH LABOUR. MDSACT468 CREACH LABOUR.. MDSACT469 WATER CARRIER. MDS

ACT470 FILLING UP GHOGES AND RAIN CUT OF RTP EXTN. EMBANKMENT M3

ACT471 EARTHWORK FOR STRENGTHENING THE EMBANKMENT M3ACT472 CUTTING OF TREES NOSACT473 LAYING OF V - SHAPE DRAIN MTS.ACT474 F.A. BOX 1ACT475 SAND C.FT 1ACT476 CEMENT ACC 1

ACT477 EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN ETC.............. M3

ACT478 LAYING STONE SOILNG TO PROPER CAMBER, HANDPACKING....ETC M2

ACT479 PLUMB CONCRETE (136) WITH 20MM DOWN CHIPS AND60PERCENT BOULDERS M3

ACT480 LABOUR FOR SHUTTERING WITH HARD WOODENPLANKS......ETC M2

ACT481 COLLECTION AND BREAKING OF BOULDERS ETC.... M3ACT482 COLLECTION AND BREAKING OF STONE CHIPS ETC........ M3ACT483 CARRIAGE OF BOULDERS ON HEAD LOAD.... M3ACT484 CARRIAGE OF CEMENT ON HEAD LOAD.... BAGSACT485 CARRIAGE OF SAND ON HEAD LOAD....ETC M3ACT486 CARRIAGE OF STONE CHIPS...ETC M3ACT487 LABOUR FRO REINFORCEMENT FOR R.C.C. WORKS ....... KG


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ACT488

BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THESPOILS AND SPREADING OVER ON THE SHOULDER ANDCONSOLIDATING AND DRESSING SUB GRADE TO CORRECT ANDGRADE

SQM

ACT489 SPREADING AND CONSOLIDATION WITH MATERIALS SUPPLIEDAT THE SITE(LOOSE THICKNESS OF RBM 0.075M) SQM

ACT490 LABOUR COST FOR HARD ROCK CUTTING ETC. ALL COMPLETE. M3

ACT491 SKILLED TECHNICAL PERSON NOACT492 BED PREPARATION FOR SEEDLINGS MANDAYSACT493 IRRIGATION CHANNEL AND COMMUNICATION MANDAYSACT494 PLANTING OF SEEDLINGS MANDAYSACT495 PIT MAKING FOR VERMICOMPOST MANDAYSACT496 MAINTENANCE OF PIT FOR VERMICOMPOST MANDAYSACT497 PIT FOR ORGANIC MANURE MANDAYSACT498 WEEDING MANDAYSACT499 NURSING OF CROPS AND SPRAYING OF INSECTICIDE ECT MANDAYSACT500 PIT MAKING MANDAYSACT501 CARRYING OF SEEDLING MANDAYSACT502 APPLICATION OF ORGANIC MANURE MANDAYS

ACT503

EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FORMIXED MEDIUM HARD SOIL WITH SOFT MORRUM,HARD EARTH,KANKAR ETC. INCLUDING REMOVING , STACKING ANDDRESSING ETC. WHEN NECESSARY. LEAD UPTO 80FT, LIFT UPTO5 FT.

CFT

ACT504LAYING OF HUME PIPE &; SETTING COLLAR INCLUDINGPREPARATION OF BED WITH EARTH CUSHION WITH MATERIALSSUPPLIED AT SITE.

MT

ACT505 LABOUR CHARGE FOR SHUTTERING M2ACT506 CEMENT AND SAND PLASTER 15MM THICK WITH 1-4 M2

ACT507 LABOUR FOR FITTING AND FIXING G. S. PIPE WITH NECESSARYPARTS ETC. MTS

ACT508 EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADSIN HILLY TRACKS A) MIX SOIL M3

ACT509 EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADSIN HILLY TRACKS B) HARD SOIL M3

ACT510 FIRST TIME WEEDING ,CLEANING &; MULCHING PERSEEDLING

ACT511 SECOND TIME WEEDING ,CLEANING &; MULCHING PERSEEDLING

ACT512 THIRD TIME WEEDING ,CLEANING &; MULCHING PERSEEDLING

ACT513 GAP FILLING WITH POTTED SEEDLING FROM NURSERY TOPLANTATION SIDE.

PER 100SEEDLING

ACT514 WATCHMAN DAYACT515 WATER CARRIER 75 USKACT516 CHILD CARRIER 75 USKACT517 IRRIGATION CHANNEL MANDSACT518 MANUAL IRRGATION MANDSACT519 NURSING OF CROPS AND SPRAYING OF INSECTICDE ETC MANDYSACT520 SURVEY &; DEMACATION MD

ACT521 INITIAL CLEANING PLANTATION SITE BY CUTTING BUSHES,WEEDS &; REMOVING THE SAME MD


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ACT522

DIGGING PLANTATION PITS OF SIZE* 0.45X0.45MX0.30M I.E.1.5FT X 1.5FT X1FT=2.25CFT X1600PITS=3600CFT/88CFT=36MD (FOR LOOSE &; SOFT SOIL, DIGGING EARTH FOR MALE88CFT=1 MD)THIS IS AS PER ORDER NO.RD/P/NREGA/18-09/06DATED 19TH OCTOBER/2006

MD

ACT523 FILLING PLANTATION PITS WITH BASAL DOSE APPLICATION 20DAYS BEFORE PLNTATING (50 GRAM PER PIT) MD

ACT524 PLANTING POTTED SEEDLING INCLUDING CARRIAGE FROMNURSERY. MD

ACT525 LIVE FENCING BY SOWING SEEDS OF BABLA/KHARI/BOGAMEDULLA/CUTTING OF IPOMEA. MD

ACT526 FILLING UP VACANCIES BY PLANTING POTTED SEEDLINGS MDACT527 1ST CLEANING,MULCHING WITH FERLIZER MDACT528 2ND CLEANING, MULCHING WEEDING ETC. MDACT529 3RD CLEANING, MULCHING WEEDING ETC. MD

ACT530BIOLOGICAL PROTECTION OF PLANTATION BY ENGAGINGMAZDOOR FROM AUGUST TO JANUARY 6 MONTHS@1LABOUR/MONTH**

MD

ACT531 LOOSE ANG SOFT SOIL WITH MOORUM, LEAD UPTO 80 FT LIFTUPTO 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 FROMGL)

CFT

ACT533 MIXED MEDIUM HARD SOIL WITH MOORUM, KANKAR, PEBBLES,LEAD UPTO 80 FT LIFT 5 TO 8 FT (6FT DEPTH FROM GL) CFT

ACT534 HARD SOIL LATERITIC SOIL, LEAD UPTO 80 FT LIFT BEYOND 8FT UPTO 11.5 FT (8 FT DEPTH GL) CFT

ACT535 HARD SOILLATERITIC SOIL, LEAD UPTO 80 FT LIFT BEYOND 8FT UPTO 11.5 FT ( 10 FT DEPTH GL) CFT

ACT536FINE SAND LOCAL RIVER WORK IN FILLING IN FOUNDATIONTRENCHES OF PLINTH ETC.IN LAYER NOT EXCEEDING 150MMINCLUDING WATERNING AND RAMMING ETC.

MANDAYS

ACT537FINE DRESING AND CHILCHALLING WORK INCLUDINGBREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OFEMBANKMENT

MANDYAS

ACT538 SEMI SKILLED MANDAYS

ACT539 SEMISKILLED FOR SUPERVISION AND ALLIED FACILITIES (USL) MANDAYS

ACT540 UN SKILLED MANDAYS

ACT541MANDAYS REQUIRED FOR FILLING THE LOWLAND AND LANDDEVELOPMENT, LIFT UPTO 5FT AND LEAD BEYOND 160 UPTO240 FT.

MD

ACT542 MANDAYS REQUIRED FOR MAKING SPOIL BANK WHEN LIFTBEYOND 5FT UPTO 8 FT AND LEAD UPTO 80 FT 160 FT. MD

ACT543 MANDAYS REQUIRED IN THIS STAGE WHEN LIFT BEYOND 8 FT.-11.5 FT AND LEAD UPTO 160 FT TO 240 FT. MD

ACT544 FINE DRESSING AND CHILCHALLING WORK INCLUDING ……GRADE. MD

ACT545 EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES INLOOSE SOFT SOIL CFT


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ACT546 FINE DRESSING CHILCHALING WORK INCLUDING BREAKINGCLODS IN THE FORMATTING AND SIDE SLOPE OF SFT

ACT547

MOORUM SPREADING AND CONSOLIDATION OF MOORUM WITHPOWER ROLLER (8-10 TON) WITH MATERIAL SUPPLIED AT SITEINCLUDING WATERING AND SPRINKLING POWDERED EARTH(INCLUDING SHOULDER)

M3

ACT548 LAYING OF HUME PIPE AND SETTING COLLAR INCLUDINGPREPRATION OF BED WITH EARTH CUSHION WITH SUPPLIED. M3

ACT549SUPPLYING GOOD QUALITY MOORUM AT LEAD OF 20 KMINCLUDING COLLECTING, CARRING, LOADING, UNLOADING ANDSTAKING AT REGULAR INTERVALS

M3

ACT550 CONSOLIDATION BY POWER (8-10 TON) OF COMPACTEDTHICKNESS OF MOORUM TON

ACT551 ENGAGING OF MAJDUR FOR PROTECTION OF PLANTS MANDAYS

ACT552

USING OF 20MM SIZE STONECHIPS FOR PERPARE CEMENTCONCRETE [1:3:6] INCLUDING ALL COSTCONVEYANCETAXES,ROYALIT,WATERING CURRING, ETC.COMPLETE.

TON

ACT553 BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER(6,1). CUM

ACT554 USING OF POLYTHENE SHEET FOR PERPARE CEMENT CONCRETE[1:3:6]. CUM

ACT555 NURSING OF CROPS AND SPRAYING OF INSECTICIDE ETC MDACT556 IRRIGATION OF MANUAL MDACT557 PIT FOR VERMICOMPOST, ORGANIC MANURE WEEDING MDACT558 CREACH SUPERVISOR MDS

ACT559SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITEETC.

SQM

ACT560 BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTAR INFOUNDATION. CUM

ACT561 BED PREPARATION FOR SEEDING MDACT562 IRRIGATION CHANEL AND COMMUNICATION MDACT563 PLANTING OF SEEDING MDACT564 HARVESTING, SEEDING &; LAND PREPARATION MD

ACT565

SEMI SKILLED LABOUR (SUPERVISOR, PREPARATION OFMUSTER ROLL OF 25 NOS. OF USK LABOUR AND TAKINGMEASUREMENT IN RESPECT OF VOLUMN OF WORK ANDPREPARED MEASUREMENT SHEET IS RESPECT OFMEASUREMENT)

NO

ACT566 TILE PILLING WORK MDACT567 RISING SEEDLING NOS.ACT568 CARRIAGE OF SEEDLING NO.ACT569 LABOR FOR CHILD CARE NOACT570 POMEGRANATE NOACT571 APPLE KOOL NOS.ACT572 BANANA NOS.ACT573 MEHAGINI NOS.ACT574 AKASHMONI NOS.ACT575 SHISHU NOS.ACT576 DRAIN WORK (SOLING FLAT SIDE) M2ACT577 PROVISION FOR DISPLAY BOARD AT WORK SITE NOS.


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ACT CODE ACTIVITY NAME UNITACT578 PERMANANT DISPLAY BOARD NOS.ACT579 PERMANENT DISPLAY BOARD NOS.ACT580 DE-WATERING NOS.

ACT581SHRUB CLEARENCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITEAT THE RATE 50MANDAYS PER HACTER

HECTEARE

ACT582 PILLING WORK WITH BETUMEN DRUM. SQMACT583 HIRE CHARGE FOR VIBRATOR. PER HOUR

ACT584 APPLYING OF ORGANIC MANURE, LIME, INSECTISIDE, NYLONNET ETC. FOR PLANTATION. KG

ACT585 DIGGING PITS (1.0MX1.0M X 1.0M 1.75CUM MANDAYS MANDAYS

ACT586 FILLING PLANTING PITS WITH APPLICATION OF ORGANICMANURE WITH ORDINARY SOIL MANDAYS

ACT587FITTING &; FIXING OF DOOR &; WINDOW WITHTOWER BOLT,ALUMINIUM SIDING BOLT, PVC WHEEL FOR ALUMINIUMSECTION &; STAR LOCK FOR ALUMINIUM SECTION .

NO

ACT588 FITTING &; FIXING OF DOOR BY PROFILE TYPE OF GATE SQM

ACT589FITTING &; FIXING OF DOOR &; WINDOW WITH ALUMINIUMSECTION FOR FRAME &; MEMBER LIKE BOTTOM, TOP, SIDE,STYLE SITE &; INTERLOCKING MEMBER.

RM

ACT590 HIRE CHARGES FOR SHUTTERING WORK SQM

ACT591 SANITARY WORK BY PVC SYSTERN, CAPLER, BEND, TEE, ETC. NO

ACT592 SANITARY WORK BY PVC PIPES WITH VARIOUS DIAMETER &;UPVC PIPE FOR WASTE LINE ETC. RM

ACT593 COCONUT WIRE KGACT594 ORNAMENTAL VERTICAL POST FOR STAIR RAILING NOACT595 PILLING CUM

ACT596

SUPPLYING EUC BULLAH INCLUDING SIZING AND SHARPENINGENDS FOR DRIVING AND DRESSING THE OTHER. BIGGERDIAMETERE ABOVE SPECIFIED SIZES IF SUPPLIED SHALL BEPAID AT SPECIFIED DIAMETER (MEASUREMENT OF DIAMETEREOF BULLAH WILL BE AT 1/3RD FROM THICKER END ANDWITHOUT BARK) WITHIN INITIAL DISTANCE OF 40 KM. IV)17.50 CM. AV. DIAMETRE

NO

ACT597

EXTRA RATE FOR LENGTH ABOVE 6 METRES - SUPPLYING EUCBULLAH INCLUDING SIZING AND SHARPENING ENDS FORDRIVING AND DRESSING THE OTHER. BIGGER DIAMETEREABOVE SPECIFIED SIZES IF SUPPLIED SHALL BE PAID ATSPECIFIED DIAMETER (MEASUREMENT OF DIAMETERE OFBULLAH WILL BE AT 1/3RD FROM THICKER END AND WITHOUTBARK) WITHIN INITIAL DISTANCE OF 40 KM. IV) 17.50 CM. AV.DIAMETRE

RM

ACT598

LABOUR FOR DRIVING EUC OR SAL BULLAH PILES BY MONKEY,IN ALL SORTS OF SOIL INCLUDING SHARPENING DRIVINGPOINT PROTECTING TO TOP END, AND INCLUDING HIRECHARGES FOR STAGING AND ALL EQUIPMENTS.II. WHEREBOATS ARE NECESSARY.D) 17.50 CM. AV. DIAMETRE.

RM


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ACT599

SUPPLYING &; FITTING FIXING WITH IRON NAILS HALF SPLITEUC WAILING PIECES AND CROSS PIECES ETC. COMPLETE WITHCOST OF ALL MATERIALS AND WIDTH OF THICKER END. I)ABOVE 15 CM.

RM

ACT600 EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANYDISTANCE. (90 KM EXTRA) IV) 17.50 CM. DIA RM

ACT601 EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANYDISTANCE. (90 KM EXTRA) V) 15.00 CM. DIA RM

ACT602

EXTRA RATE FOR CARRIAGE OF BULLAH ONLY(DIAMETRE 15 CMAND ABOVE) BY HAND CART, VAN RICKSHAW TROLLY HEADLOAD OR FOR WORKS INVOLVED AT A FERRY CROSSING WHERETRUCKS ARE NOT ACCESSIBLE TO THE WORK SITE INCLUDINGLOADING AND UNLOADING. A) FOR LEAD BEYOND 30 M &; UPTO1000 M.

RM

ACT603MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOOOF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACHA) WHERE BOATS ARE NECESSARY

EACH

ACT604MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOOOF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACHB) WHERE BOATS ARE NOT NECESSARY

EACH

ACT605SUPPLYING DRESSING AND STACKING BAMBOO PINS (DIA TOBE MEASURE AT HALF LENGTH)- NOT LESS THAN 5 CM. AV.DIAMETRE.

RM

ACT606 DRIVING BAMBOO PINS WHERE BOATS ARE NOT NECESSARY. RM

ACT607 SUPPLYING FITTING FIXING WITH IRON NAILS ½ SPLIT BAMBOOWAILING PIECES (DIA. OF BAMBOO NOT LESS THAN 5 CM.) RM

ACT608 SUPPLYING 2ND HAND CEMENT PLOY BAGS IN GOODCONDITION DELIVERED AND STACKED. EACH

ACT609FILLING POLLY BAGS WITH ALL KINDS OF EARTH (WET OR DRY)INCLUDING SEWING AFTER FILLING AND PLACING IN POSITIONWITHIN 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 OF150METRES. TWO EXTRA LEAD.

EACH

ACT611 EXTRA RATE FOR ITEM NO. 101 FOR EACH ADDITIONAL LEAD OF(2)TWO EXTRA LEAD. EACH

ACT612

SPREADING AND CONSOLIDATION WIH POWER ROLER (8-10)WITH MATERIALS SUPPLIED AT SITE INCLDING WATERING ANDSPRIKLIN POWDERED EARTH ( EXCLUDINGSUPPLIED AT SITEINCLDING WATERING AND SPRIKLIN POWDERED EARTH (EXCLUDING HIRE CHARGE OF ROLLER) WITH MOORUM

M2

ACT613

SPREADING AND CONSOLIDATION WIH POWER ROLER (8-10)WITH MATERIALS SUPPLIED AT SITE INCLDING WATERING ANDSPRIKLIN POWDERED EARTH. THICKNESS COMPACTED ABOVE10CM UPTO 15CM . WITH LATERITE BOULDER .

M2

ACT614

BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THESPOILS AND SPREAD OVER THE SOULDER AND CONSOLIDATINGAND DRESSING SUB GRADE TO CORRECT CAMBER AND GRADE.DEPTH OD CUTTING UPTO 15CM.

M2


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ACT615 SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVAL OF OTHERVEGETATION AND CLEARING THE SITE. M2

ACT616EARTH WORK IN EXCAVATION FOR ROAD EMBAKMENT .ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE. LEADBEYOND 160FT UPTO 240FT. AND LIFT UPTO 5 FT.

CFT

ACT617 MANGO PCSACT618 GUAVA PCSACT619 LEMON PCSACT620 AMLAKI PCSACT621 LICHI PCSACT622 MEDIUM SAND CUM.ACT623 STONE CHIPS 20 MM DOWN CUM.ACT624 HIRE SHUTTERING INCLUDING NAILS SQMACT625 BAMBOO NOS.ACT626 EMPTY CEMENT BAGS NOS.

ACT627 HIRE CHARGES FOR MIXTURE MACHINE INCLUDING 1OPERATOR NOS.

ACT628 NAIL KG.ACT629 BRICK BATS CUM.ACT630 MOORUM CUM.ACT631 HIRE CHARGE OF HAND ROOLLER NOS.ACT632 MUNKY SET NOS.ACT633 TILE PILLING WORK NOACT634 PERMANANT DISPLAY BOARD AT WORK SITE NOS.

ACT635 1. TURFING WITH SODS IN THE EMBANKMENT SLOPE ANDSOLDER INCLUDING COLLECTION SODS. (M2) M2

ACT636 2. MAKING POST (1 M TO 3 M LONG) OF BAMBOO ORSALBULLAH WITH ONE END CONICAL AS PER DIRECTION. (NOS) NOS

ACT637 3. CARRYING THE SAND BAGS TO THE SITE OF WORK ANDDUMPING AS PER DIRECTION WITHIN LEAD OF 30 M BAGS

ACT638 4. REMOVAL OF WATER HYACINTH M2ACT639 5. BAILING OUT WATER FROM POND, DRAIN ETC. M3

ACT640

6. PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUMSHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING,FLATENING AND PERFORATING THE SHEET (EXCLUDING THECOST OF SHEET) SUPPLIED AT SITE.

MTR

ACT641 5. BAILING OUT WATER FROM POND, DRAIN ETC M3

ACT6427. EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALSSUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TOWORK AT A TIME)

M2

ACT643BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENTMORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDINGRAKING OUT JOINTS SCAFFOLDING &; CURING ETC

M3

ACT644

125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITHANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALSFROM STACK WITHIN A DISTANCE OF 30 M. AND CURING,SCAFFING ETC. COMPLETE

M2


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ACT645

10. 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK ANDWITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OFMATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M.AND CURING AND LABOUR FOR SCAFFING ETC. COMPLETE

M2

ACT646 11. LABOUR FOR NEAT CEMENT PUNNING M2

ACT64712. RE-CARRIAGE OF CONSTRUCTION MATERIALS FROMNEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN.DISTANCE CARRIED UP TO 2 KM

M3

ACT648 13. MATERIALS – HIRE CHARGE OF MIXTURE MACHINE PERHOUR/DAY

ACT649 14. MATERIALS – HIRE CHARGE OF VIBRATOR MACHINE PERHOUR/DAY

ACT65015. TAKING OUT SLUICE GATE DRAW SHUTTERS AND GEARINGARRANGEMENTS, PEDESTAL AND REFITTING THE SAME WITHNEW NUTS AND BOLTS WHERE NECESSARY

NOS

ACT65116. TAKING OUT SLUICE GATE FLAP SHUTTERS AND HOISTINGARRANGEMENTS AND REFITTING THE SAME WITH NEW NUTSAND BOLTS WHERE NECESSARY

NOS

ACT652

17. REPLACING GEAR ROD BY A NEW MS GEAR ROD THREADEDLENGTH AS REQUIRED AND FITTING, FIXING IN POSITION WITHSCREW GEARING ARRANGEMENT FOR OPERATING THE DRAWSHUTTER INCLUDING TAKING OUT OLD GEAR ROD BY CUTTINGBOLTS ETC. COMPLETE INCLUDING RETURNING THE OLDMATERIALS DEPARTMENTAL GODOWN AS PER DIRECTION OFTHE ENGINEER-IN-CHARGE.

MM

ACT653

18. REPLACING GM BUSH EXCLUDING SCREW GEARINGARRANGEMENT BY A NEW GM BUSH, BASE PLATE, LOCKINGARRANGEMENT ETC. AND FITTING WITH THE HANGINGARRANGEMENT OF DRAW SHUTTER WITH SCREW GEARINGARRANGEMENT AND GM BUSH ETC. COMPLETE AS PERDIRECTION OF THE ENGINEER-IN-CHARGE

MM

ACT654

19. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEWDRAW SHUTTER WITH SKIN PLATE OF SPECIFIED THICKNESS,ANGEL STIFFENERS(65MM X 65MM X 6MM) OR OF DIRECTEDSIZE AT AND INTERVAL OF 90 CM BOTH WAYS INCLUDINGTAKING OUT THE OLD ONE, FITTING, FIXING, WELDING,RIVETING, FABRICATING THE SAME WITH THE COST OF PRIMERCOMPLETE, INCLUDING RETURNING THE OLD MATERIALS TOTHE DEPARTMENTAL GODOWN AS PER DIRECTION OF THEENGINEER-IN-CHARGE

MM

ACT655

20. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OFSPECIFIED THICKNESS, ANGEL STIFFENERS(65MM X 65MM X6MM) OR OF DIRECTED SIZE AT AND INTERVAL OF 90 CM BOTHWAYS INCLUDING FITTING, FIXING, WELDING, RIVETING,FABRICATING THE SAME WITH THE COST OF PRIMER COMPLETEAS PER DIRECTION OF THE ENGINEER-IN-CHARGE

MM


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ACT656

21. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEWDRAW SHUTTER WITH SKIN PLATE OF REQUIRED THICKNESS,FRAME MADE OF APPROVED SECTION &; REQUIRED SIZE,ANGEL OR TEE STIFFENERS OF SIZES PLACED BOTH WAYS ASPER DIRECTION OF THE ENGINEER-IN-CHARGE AS PERDRAWING INCLUDING TAKING OUT THE OLD ONE, FITTING,FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLTETC. WITH A COAT OF THE PRIMER. (THE OLD GATE IS TO BEHANDED OVER TO THE DEPARTMENT AS PER DIRECTION OF THEENGINEER-IN-CHARGE.)

NOS

ACT657

22. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OFREQUIRED THICKNESS, FRAME MADE OF APPROVED SECTION &;REQUIRED SIZE, ANGEL OR TEE STIFFENERS OF SIZES PLACEDBOTH WAYS AND AS PER DRAWING INCLUDING FITTING,FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLTETC. WITH A COAT OF THE PRIMER AS PER DIRECTION OF THEENGINEER-IN-CHARGE.

NOS

ACT658

23. SUPPLYING, FITTING AND FIXING MS BASE PLATE OF SIZE20CM. X 20CM X 2.5CM WITH NECESSARY DRILLED HOLES OFREQUIRED DIA. FOR FIXING WITH TOP RUNNER AND ONE OFREQUIRED DIA. AT CENTER FOR LIFTING SCREW ROD ANDPROVIDING WITH 16MM DIA. NUTS AND BOLTS COMPLETEINCLUDING PAINTING WITH ONE COAT OF RED LEAD PRIMER.

NOS

ACT659

24. SUPPLYING, FITTING AND FIXING CAST IRON WHEEL (AFTERTAKING OUT EXISTING ONE IF NECESSARY) RIM MATE OF 28MMTO 36MM DIA TO FIT ANY SIZE OF GEAR ROD INCLUDINGCARRIAGE TO SITE AS PER DIRECTION INCLUDING PAINTINGWITH A COAT OF BITUMINOUS PAINT OVER A COAT RED LEADPRIMER.

CM

ACT660

25. SUPPLYING AT SITE ALLOY STEEL BUSH FOR GEAR OF MSREGULATOR SHUTTER INCLUDING FITTING AND FIXING THESAME IN CI WHEEL WITH BEARING AND NECESSARY LUBRICANTINCLUDING CUTTING INTERNAL THREAD IN THE BUSH ASNECESSARY INCLUDING COST OF ALL MATERIALS, TOOLS,LABOURERS AND CARRIAGE TO SITE COMPLETE OF SPECIFIEDDIAMETER AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.

MM

ACT661

26. SUPPLYING, FITTING AND FIXING IN POSITION RUBBERSEAL ARRANGEMENTS WITH MUSICAL NOTE HARMONIC “J” TYPEFOR MAKING WATER TIGHT IN BOTH OF AND DOWN STREAM OFDRAW SHUTTER AS WELL AS FLAP SHUTTER INCLUDING GUIDEPATHS ADDITIONAL MS FLATS, BOLTS AND NUTS FOR FIXINGRUBBERS SEAL IN POSITION INCLUDING FABRICATION COAT,CARRIAGE OF ALL MATERIALS TO SITE COMPLETE AS PERDIRECTION OF THE ENGINEER-IN-CHARGE.

MM


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ACT662

27. SUPPLYING, FITTING AND FIXING GUIDE CHANNELFABRICATED BY MS CHANNEL OF SPECIFIED SIZE INCLUDINGFITTING AND FIXING ANCHOR BY MS FLAT BAR OF SIZE 25MM X6MM X 150MM LONG BIFURCATED AT ONE END WELDED AT THEOTHER END WITH THE GUIDE CHANNEL AT AN INTERVAL2000MM, AND ALL OTHER COMPONENTS AS REQUIREDINCLUDING PAINTING BY ONE COAT OF RED LEAD PRIMER OFAPPROVED MAKE AND BRAND.

MM

ACT663

28. SUPPLYING, FITTING AND FIXING TOP RUNNER FABRICATEDBY MS CHANNEL OF SPECIFIED SIZE FITTING FIXING BY 2 NOS.ANCHOR OF MS FLAT BAR OF SIZE 25 MM X 6MM X 150MMBIFURCATED AT ONE END AND WELDED THE OTHER END WITHTOP RUNNER AND PROVIDING WITH REQUIRED DRILLED HOLESOF REQUIRED DIA. FOR BASE PLATE AND ALL OTHERCOMPONENT AS REQUIRED INCLUDING CARRIAGE OF ALLMATERIALS TO SIZE COMPLETE INCLUDING PAINTING ONECOAT OF RED LEAD PEIMER OF APPROVED MAKE AND BRAND.

M3

ACT66429. TAKING OUT RUNNER OF ANY SECTION INCLUDING CUTTINGBOLTS AND NUTS, DISMANTLING EXISTING CONCRETE ORBRICKWORK WHERE NECESSARY

NOS

ACT665 FIXING ALIGNMENT OF PITS 3MDH MANDAYS

ACT666 FILLING OF PITS WITH APPLICATION OF FERTILIZER145 PIT MD MANDAYS

ACT667 APPLICATION OF INCECTICIDES INCLUDING CARRIAGE OFWATER,MIXING ETC. MANDAYS

ACT668BENCH CUTTING IN HILLY TRACKS AND MAKING FORMATION OFROAD INCLUDING REMOVING THE SURPLUS BOULDERS TO ADISTANCE OF 15M AND STACKING PROPERLY AS DIRECTED....

MCU

ACT669

EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENTSOIL INCLUDING REMOVING, SPREADING THE SPOILS WITHDIFFERENT LEAD AND LEVELING, DRESSING ECT. AS REQUIRED,COMPLETE

MCU

ACT670 DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROMNEAR BY STACKS WITHIN A LIFT OF 1.5M MCU

ACT671LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTRESTICES WITHBOULDER CARRYING FROM RAMBI RIVER BED....

MSQ

ACT672LAYING EDGING LINCLUDING PREPARATION OF BED HANDPACKING, FIXING IN POSITION BACK FILLING WITH COLLECTEDBOULDER FROM DIFFERENT STACKS......

M

ACT673 CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MMSIZE EXCLUDING SHUTTERING AND REINFORCEMENT........ MCU

ACT674

MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITHDRY BOULDERS INCLUDING PLACING POWDERED EARTH IN THESURFACE AND IN THE SIDE OF THE DRAIN PROPERLYGRADED....

MSQ


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ACT675

LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTAGING UP TO 4M USING APPROVED STOUT PROPS AND THICKHARD WOOD PLANKS OF APPROVED THICKNESS WITHREQUIRED BRESSING INCLUDING FITTING, FIXING ANDSTRIKING OUT AFTER COMPLETING OF WORK....

MSQ

ACT676

PLASTER WITH SAND AND CEMENT MORTAR INCLUDINGROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTSOF CONCRETE SURFACE INCLUDING THROATTING, NOSING ANDDRIP COURSE WHERE NECESSARY,.

MSQ

ACT677COLLECTING AND BREAKING FROM SURFACE AND DIGGINGINTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLYAREA)...

MCU

ACT678

CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEAR BYQUARRY, ROAD POINT, RIVER POINT ON HEAD LOAD TO ADISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M. SAME ASCOLLECTION UP TO WORK SITE.

MCU

ACT679 CEMENT CARRIAGE BAGS

ACT680EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN IN ALL SORTS OF SOIL INCLUDINGREMOVING..................ETC

M3

ACT681 MISC. EXPENDITURE (FIRST AID BOX, TARPOLINE, BAMBOOBASKET, ETC) PCS

ACT682 MISC. EXPENDITURE (BAMBOO BASKET, FIRST AID BOX,TARPOLINE ETC.) PCS

ACT683 EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN LIFT UPTO 1.50M..... MCU

ACT684EARTHWORK IN FILLING IN FOUNDATION AND PLINTH INLAYERS NOT EXCEEDING 15CM INCLUDING WATERING ANDRAMMING ETC COMPLETE.

MCU

ACT685LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTERSTICES WITHBOULDER CARRYING FROM RAMBI RIVER BED.....

MSQ

ACT686 DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROMNEARBY STACKS WITHIN THE LIFT OF 1.5M... MCU

ACT687 CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MMSIZE EXCLUDING SHUTTERING AND REINFORCEMENT (1-3-6)... MCU

ACT688LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTAGING UPTO 4M USING APPROVED STOUT PROPS AND THICKHARD WOOD PLANKS OF APPROVED THICKNESS....

MSQ

ACT689COLLECTING AND BREAKING FROM SURFACE AND DIGGINGINTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLYAREA)

MCU

ACT690CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBYQUARRY, ROAD POINT, RIVER POINT ON HEADLOAD TO ADISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M

MCU

ACT691 FOR CEMENT CARRIAGE BAGS

ACT692 SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHESAND REMOVED OF THE VEGETATION AND CLEARING THE SITE. MSQ

ACT693 BED PREPARATION FOR SEADING MANDAYS


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ACT CODE ACTIVITY NAME UNITACT694 LAND PREPARATION FOR SEADING MANDAYSACT695 PLANTING FOR SEADING MANDAYSACT696 PIT MAKING FOR VERMICOMPAST MANDAYSACT697 MAINTENANCE OF PIT FOR VERMICOMPAST MANDAYSACT698 NURSING OF CROPS AND SPRAYING OF INSECTICIDES MANDAYS

ACT699DIGGING PLANTING PITS IN RECTANGULAR SHAPE OF SIZE 1MX 1M X 1M = 1CUM X 625 NOS 625 M3 @ 1.76 CUM/MANDAYS =355 NOS IN ORDINARY SOIL

MANDAYS

ACT700 FILLING UP PLANTING PIT WITH ORDINARY SOIL MANDAYSACT701 SUPER VISE THE WORK(SSK) MANDAYACT702 DINKING WATER FACILITIES NO

ACT703 MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAHWITH ONE END CONICAL AS PER DIRECTION NOS.

ACT704

IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULDBE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT AVERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDEINCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. ASPER DIRECTION AND SPECIFICATION

MTR

ACT705

PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUMSHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING,FLATENING AND PERFORATING THE SHEET (EXCLUDING THECOST OF SHEET) SUPPLIED AT SITE.

MTR

ACT706 REINFORCEMENT FOR REINFORCED CONCRETE WORK KG.

ACT707BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENTMORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDINGRAKING OUT JOINTS SCAFFOLDING &; CURING ETC.

M3

ACT708

125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITHANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALSFROM STACK WITHIN A DISTANCE OF 30 M. AND CURING,SCAFFING ETC.

SQM.

ACT709

75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK ANDWITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OFMATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M.AND CURING AND LABOUR FOR SCAFFING ETC.COMPLETE

SQM.

ACT710 SAND WORK IN FILLING IN FOUNDATION TRENCHES OR PLINTHOR LOW LAND. CUM.

ACT711 MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAHWITH ONE END CONICAL AS PER DIRECTION. NOS.

ACT712LABOUR FOR TAKING OUT OLD BRICK-ON-EDGE EDGINGINCLUDING REMOVING DEBRIES TO FLANK OR BERM. SORTINGOUT SERVICEABLE MATERIALS AND STAKING.

MTR

ACT713

IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULDBE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT AVERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDEINCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. ASPER DIRECTION AND SPECIFICATION.

MTR

ACT714

PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUMSHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING,FLATENING AND PERFORATING THE SHEET (EXCLUDING THECOST OF SHEET) SUPPLIED AT SITE

MTR


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ACT715 TURFING WITH SODS IN THE EMBANKMENT SLOPE AND SOLDERINCLUDING COLLECTION SODS. SQM.

ACT716 MAKING POST (1 M TO 3 M LONG) OF BAMBOO WITH ONE ENDCONICAL AS PER DIRECTION NOS.

ACT717 CARRYING THE SAND BAGS TO THE SITE OF WORK ANDDUMPING AS PER DIRECTION WITHIN LEAD OF 30 M BAGS

ACT718 REMOVAL OF WATER HYACINTH SQM.ACT719 BAILING OUT WATER FROM POND, DRAIN ETC CUM.

ACT720

PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUMSHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING,FLATENING AND PERFORATING THE SHEET (EXCLUDING THECOST OF SHEET) SUPPLIED

MTR

ACT721EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALSSUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TOWORK AT A TIME)

SQM.

ACT722BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENTMORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDINGRAKING OUT JOINTS SCAFFOLDING &; CURING.

CUM.

ACT723

125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITHANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALSFROM STACK WITHIN A DISTANCE OF 30 M. AND CURING,SCAFFING.

SQM.

ACT724

75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK ANDWITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OFMATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M.AND CURING AND LABOUR FOR SCAFFING ETC.

SQM.

ACT725 LABOUR FOR NEAT CEMENT PUNNING. SQM.

ACT726RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEARESTROAD POINT TO WORKING SITE BY TOLLY VAN. DISTANCECARRIED UP TO 2 KM.

NOS. OR CUM

ACT727LABOUR FOR TAKING OUT OLD SOLING INCLUDING REMOVINGDEBRIES TO FLANK OR BERM, SORTING OUT SERVICEABLEMATERIAL &; STAKING

SQM.

ACT728

PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUMSHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING,FLATENING AND PERFORATING THE SHEET (EXCLUDING THECOST OF SHEET) SUPPLIED AT SITE.

MTR

ACT729EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALSSUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TOWORK AT A TIME).

SQM.

ACT730

DISMANTLING ALL TYPES OF MASONRY EXCEPT CEMENTCONCRETE PLAIN OR REINFORCED , STACKING SERVICEABLEMATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTEDWITHIN A LEAD 75 M.

CUM.

ACT731DISMANTLING ALL TYPES OF PLAIN CEMENT CONCRETE WORKS,STACKING SERVICEABLE MATERIALS AT SITE AND REMOVINGRUBBISH WITHIN A LEAD OF 75M.

CUM.

ACT732

LABOUR FOR LAYING OF BRICK KHOA OF ORDINARY BATS OFSIZE(38M X 63 MM) IN 100 MM LAYER FILLING IN GAPS WITHSMALL PIECES RAMMED AND COMPACTED AS DIRECTED WITHTRUE TO LEVEL AND GRADE.

CUM.


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ACT733

25 MM THICK D.P.C (4:2:1) WITH STONE CHIPS 6 MM DOWN,DOUBLE CHEQUERED COMPLETE INCLUDING MIXING WATERPROOFING COMPOUND AS DIRECTED COMPLETE IN ALLRESPECT.

SQM.

ACT734GREY ARTIFICIAL STONE IN FLOOR, SKARTING, DADO, CHIPS (6MM DOWN) LAID IN PANELS INCLUDING 3 MM THICK TOPPINGINCLUDING LEAVELLING OFF CORNERS

SQM.

ACT735

125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITHANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALSFROM STACK WITHIN A DISTANCE OF 30 M. AND CURING,SCAFFING

SQM.

ACT736

75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK ANDWITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OFMATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M.AND CURING AND LABOUR FOR SCAFFING

SQM.

ACT737 FLUSH POINTING OR RULE POINTING TO WALLS ETC. SQM.

ACT738

FINE DRESSING &; CHILCHALLING/ SURFACE DRESSING/COMPACTING THE SUB-GRADE WORK INCLUDING BREAKINGCLODS IN THE FORMATTING AND SIDE SLOPE OF EMBANKMENTAND IN CANAL BED TO REQUIRED SLOPE, CAMBER AND GRADE.

SQM.

ACT739

LABOUR FOR DRIVING SAL BULLAH/EUCALYPTUS BULLAH PILESBY MONKEY IN SORTS OF SOIL INCLUDING HOISTING ANDPLACING IN POSITION, PROTECTING THE PILE HEAD WITH IRONRING AND CUTTING AND SHAPING HEADS BEFORE AND AFTERDRIVING.

MTR

ACT740MAKING GABION WITH SPLIT BAMBOO STRIPS INCLUDINGCARRYING THE STRIPS FROM THE STACKS, FITTING FIXINGWITH NAILS.

NOS.

ACT741RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEARESTROAD POINT TO WORKING SITE BY TOLLY VAN.DISTANCECARRIED UP TO 2 KM.

NOS. OR CUM

ACT742 MATERIALS – HIRE CHARGE OF POWER ROLLER. PER DAYACT743 STAND L.SACT744 RAIN WATER PIPES PER KGACT745 WATER STORAGE TANK 200 LITRS EACHACT746 WATER STORAGE TANK 500 LTRS EACHACT747 CEMENT CONCRETE (1153) P.C.C ROAD ITEM NO. A(III) MANDAYSACT748 CURRING THE CONCRETE WORK MANDAYS

ACT749 EARTH WORKING EXCAVATION TO FROM ROAD EMBANKMENT INMIXED ORDINARY SOIL MANDAYS

ACT750 SAND FILLING ON SUBGRADE MANDAYSACT751 SAND FILLING INCLUDING RAMMING WATERING ETC. MANDAYSACT752 LABOUR FOR LAYING STONE BOULDER SOLING M2

ACT753 POTTING MIXTURE PREPARATION AND FILLING UP OF POLYPODS(250 POLYPOD PER MANDAYS) MANDAYS

ACT754 LOADING INTO TRUCKS AT THE LIFTING POINT, UNLOADING ATDESTINATION , STACKING PROPERLY IN THE YARD (U/D) M3

ACT755 CARRIAGE OF EARTH OVER PUCCA ROAD UPTO 1 KM. (U/D) M3

ACT756 PLANT PROTECTION MEASURES MANDAYSACT757 SEED TREATMENT BEFORE SOWING MANDAYS


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ACT758 LABOUR FOR SOAK AND DRY TREATMENT OF SEEDS INCLUDINGPREPARATION OF COWDUNG SLURRY MANDAYS

ACT759 SOWING OF SEEDS IN MOTHER BED MANDAYSACT760 WATERING, WEEDING AND CLEANING MANDAYS

ACT761 PREPARATION OF STUMP CUTTINGS AND PRUNING OF ROOTS MANDAYS

ACT762 CHEMICAL SPRAYING MANDAYSACT763 GRAFTING MANDAYSACT764 MONITORING OF THE UNION FOR ONE MONTH MANDAYSACT765 AIR LAYERING IN MOTHER PLANTS MANDAYS

ACT766

PROVIDING EARTHWORK IN EMBANKMENT INCLUDINGEXCAVATION OF SOIL AND DEPOSITING THE EXCAVATEDMATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTIONIN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF25 MTR. &; LIFT 1.5 MTR.).

CUM.

ACT767FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKINGCLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENTIN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE.

SQM.

ACT768

MOORUM SPREADING AND CONSOLIDATION WITH POWERROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITEINCLUDING WATERING AND SPREADING POWDERED EARTH.COMPACTED THICKNESS 150 MM.

SQM.

ACT769

LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTERSTICE WITHBOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTALROAD.

SQM.

ACT770 BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES. SQM.

ACT771EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXEDSOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFTUPTO 5 FT.

CFT.

ACT772 FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEADUPTO 80 FT.). SQM.

ACT773 REMOVAL OF WATER HYACINTH WORK UNDER STANDINGWATER NOT EXCEEDING 1 M M

ACT774 BAILING OUT WATER FROM POND, DRAIN ETC. (MANUALLY) M

ACT775 EARTHWORK IN MUDDY AND SLUSHY SOIL FOR LEAD UPTO 30M.AND LIFT UPTO 1.5M. M

ACT776 LABOUR FOR DRINKING WORK &; CHILD KEEPING ETC.(CONSIDERING DURATION OF WORK TO BE 40 DAYS) DAY

ACT777

UPROOTING AND REMOVING ALL SORTS OF VAGETATIVEGROWTH OBSTRUCTING FLOW OF WATERIN IRRIGATIONCANAL, INCLUDING ALL LEAD AND LIFTS AND DISPOSAL OF THESAME ON THE COUNTRY SIDE

SQM

ACT778

EARTHWORK FROM BORROWPITS FOR MAKING EMBANKMENTOR REPAIR TO EMBANKMENT IRRIGATION CANALS OR SILTCLEARENCE IN IRRIGATION CANNEL IN EXCAVATION OFFOUNDATION TRANCHES IN VARIOUS KIND OF SOIL

CUM

ACT779 REINFORCEMENT FOR REINFORCE CONCRETE WORK KG.

ACT780EARTH WORK IN EMBANKMENT LIFT UP TO 5 FT IN LAYERS NOTEXCEEDING 6 INCH (FOR LOOSE EARTH) ETC LAYER BY LAYERCOMPLETE A) LEAD UPTO 160 FT TO 240 FT

MANDAYS


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ACT781FINE DRESSING &; CHICHALLING WORK INCLUDING BREAKINGCLODS IN THE FORMATTING &; SIDE SLOPE OF EMBANKMENTTO REQUIERE SLOPE, CAMNER &; GRADE.

MANDAYS

ACT782 SHRUBCLEARANCE INCLUDING CUTTING OF LIGHT BUSHES ANDREMOVED OF THE VEGETATION AND CLEARING THE SITE 360

ACT783

EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES ORDRAIN LIFT UP TO 1.50M IN DIFFERENT TYPES OF SOILINCLUDING REMOVING SPREADING DRESSING ECT ASREQUIRED COMPLETE

405

ACT784EARTH WORK IN FILLING IN FOUNDATION AND PLINTH INLAYERS NOT EXCEEDING 15CM INCLUDING WATERING ANDRAMMING ETC....

101.25

ACT785LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTERSTICS WITHBOULDER CARRYING FROM RAMBI BED......

90

ACT786 DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROMNEARBY STACKS WITHIN A LIFT OF 1.5M 222.0

ACT787 CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MMSIZE EXCLUDING SHUTTERING AND REINFORCEMENT(1.3.6) 25.2

ACT788

LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTAGING UPTO 4 M. USING APPROVED STOUT PROPS ANDTHICK HARD WOOD PLANKS OF APPROVED THICKNESS WITHREQUIRED BRACING INCLUDING FITTING, FIXING ANDSTRIKING OUT.......

27

ACT789COLLECTING AND BREAKING FROM SURFACE AND DIGGINGINTO GROUND AT QUARRY INCLUDING STACKING(FOR HILLYAREA)

216.816

ACT790CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBYQUARRYROAD POINT RIVER POINT ON HEAD LOAD TO ADISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M.

294.708

ACT791 CARRIAGE OF CEMENT.. 112ACT792 TILES PILLING WORK NOACT793 LABOUR FOR CURING WITH WATER MANDAYSACT794 LABOUR FOR CARRING DRINKING WATER MANDAYS

ACT795EARTH WORK IN EXCAVATION FOR ROAD EMBANKMENT FORORDINARY MIXED SOIL, LEAD UPTO 80FT &; LIFT UPTO 5FT @62CFT / USK MD

NOS.

ACT796MOORUM WORK MOORUM COLLECTION &; BREAKING FROMAUTHORISED SURFACE, INCLUDING LOADING, UNLOADING &;STAKING AT SITE

CUM

ACT797 SPREADING OF MOORUM &; CONSOLIDATION WITHOUT ROLLER.@ 50SQM / USK MD NOS.

ACT798 SAND FILLING IN FOUNDATION BED IN LAYER NOT EXCEEDING15CM WITH WATERING &; RAMMING @ 4.6CUM / USK MD NOS.

ACT799 BRICK FLAT SOLLING TO PROPER CAMBER, HAND PACKING,SPREADING LOCAL SAND @ 1SSK+4USK/34SQM SQM

ACT800 EARTH WORK IN BACK FILLING IN FOUNDATION BY EXCAVATEDSOIL @ 4.2CUM / USK MD CUM

ACT801 BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES. MANDAYS


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ACT802EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXEDSOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFTUPTO 5 FT.

CFT

ACT803 FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEADUPTO 80 FT.). SQM

ACT804

PROVIDING EARTHWORK IN EMBANKMENT INCLUDINGEXCAVATION OF SOIL AND DEPOSITING THE EXCAVATEDMATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTIONIN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF25 MTR. &; LIFT 1.5 MTR.).

CUM

ACT805FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKINGCLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENTIN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE.

SQM

ACT806

MOORUM SPREADING AND CONSOLIDATION WITH POWERROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITEINCLUDING WATERING AND SPREADING POWDERED EARTH.COMPACTED THICKNESS 150 MM.

SQM

ACT807

LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING POWDERED EARTH IN THE INTERSTICE WITHBOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTALROAD.

SQM.

ACT808EARTH WORK IN EXCAVATION IN TANK IN DIFFERENT TYPES OFSOIL INCLUDING REMOVING SPREADING OF STACKING THESPOILS WITHIN DIFFERENT LEAD AS REQUIRED

CFT

ACT809 ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE, LEADBEYOND 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 BEYOND80 FT. UP TO 160 FT, LIFT BEYOND 5 FT. UPTO 8 FT.

CFT

ACT811HARD SOIL/MOORUM-LATERITE OF ROCKY SOIL ETC. TO BEEXCARVETED 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 BEEXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UPTO 160 FT.LIFT BEYOND 8 FT. UPTO 11 FT.

CFT

ACT813 FINE DRESSING &; CHILCHALING WORK INCLUDING BREAKINGCLODS OF EMBANKMENT ETC. COMPLETEV(2 SIDE) SFT

ACT814 DRESSING AND CHILLING MANDAYSACT815 RUBBLE MASONRY IN CEMENT 6 1 WITH DRESSED STONE M3

ACT816 REINFORCEMENT IN REINFORCED CONCRETE WORK WITHDISTRIBUTION BARS KGS

ACT817 COLLECTION AND BREAKING OF STONE CHIPS M3ACT818 TILES PILLING WORK NOACT819 UN SKILLED LABOUR MANDAYSACT820 EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES M3ACT821 CLEANING OF FOREST AND VILLAGE ROADS NOS

ACT822 EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT AND LEADUPTO 80.00 FT =47500 CFT.(50% OF 95000 CFT . ) MANDAYS


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ACT823 EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT &; LEAD UPTO 80FT-160 FT.=47500 CFT M3 (50% OF 95000 CFT.) MANDAYS

ACT824 DRESSING INCLUDING BREAKING CLODS AND SIDE SLOPE OFTHE EMBANKMENT AS DESIRED MANDAYS

ACT825 CHILD CARE CRECH ETC MANDAYSACT826 UN KILLED OF EARTH WORK MANDYS

ACT827 UN SKILLED FOR DRINKING WATER SERVER PREPARATION OFREST SHADE OR CHILD CARE MANDAYS

ACT828 SEMI SKILLED FOR SUPERVISING THE WORK MANDAYS

ACT829 EARTH WORK IN EMABANKMENT INCLUDING AND STACKINGTHE SPOIL ETC MANDAYS

ACT830 LABOR FOR DRINKING WATER MANDAYSACT831 CHILD CARE MANDAYSACT832 LAND PREPARATION (INCLUDING SOIL STERILIZATION) MDSACT833 BED PREPARATION MDSACT834 STRUCTURAL PREPARATION MDSACT835 INTER CULTURAL OPERATION MDSACT836 BIO-SPRAY MDSACT837 IRRIGATION MDSACT838 POLYTHEEN KGACT839 HIRE CHARGE OF MIXTURE MACHINE DAYSACT840 HIRE CHARGE OF VIBRATOR DAYSACT841 1 FIT DIA HUME PIPE MTRACT842 MS FOR STRUCTURAL WORKS QNTLACT843 REINFORCEMENT FOR REINFORCED CONCRETE WORKS QUNTL

ACT844SUPPLY OF JHAMMA BRICKS INCLUDINGCARRIAGING,LOADING,UNLOADING &; STACKING ETC.ALLCOMPLETE

NOS.

ACT845 PLASTTER WITH (1:4) CEMENT SAND MORTAR,INCLUDINGROUNDING OF COMER &; CHAMFERING ETC. NOS.

ACT846BRICK WORK CEMENT MORTAR(1:4) WITH FIRST KILN BURNTBRICKS INCLUDING RACKING OUT JOINT SCAFFOLDING ANDINCIDENTAL WORKS.

NOS.

ACT847RUBBLE MASSONARY WITH HARD BOULDERS AND ANY TYPE OFCEMENT MORTAR TO REQUIRED SLOPE AND FINISH (SOURCEAND CHANNEL)

M3

ACT848 C.R.M. WITH C.M. (1.6) M3

ACT849 SAND CEMENT PLASTER WORK WITH MATERIALS SUPPLIED ATSITE M2

ACT850REINFORCE CEMENT CONCRETE ( 1 2 4) WITH 20MM DOWNSTONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERINGIF ANY

M3

ACT851 LABOUR FOR REINFORCEMENT FOR R.R.C. WORKS OF ALL TYPESINCLUDING CUTTING...... KG

ACT852 COLLECTION AND BREAKING OF STONE CHIPS..... M3

ACT853 CEMENT CONCRETE (1 3 6) WITH 20MM DOWN STONE CHIPSEXCLUDING REINFORCEMENT AND SHUTTERING IF ANY M3

ACT854 REINFORCE CEMENT CONCRETE (1 2 4) WITH 20MM DOWNSTONE CHIPS..... M3

ACT855 LABOUR FOR REINFORCEMENT... KGACT856 C.R.M. WITH C.M. (1 6) M3ACT857 COLLECTION AND BREAKING OF BOULDERS.... M3


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ACT858EARTH WORK IN DRAIN BED DEPOSITED ON THE EMBANKMENTAND ROAD DITCH AT LOW LAND IN ORDINARY SOIL LEAD 25 M,LIFT UP TO 1.5 M

MANDAYS

ACT859 SAUSAGE WORK IN PROTECTION AGAINST EROSION OF SOILFROM RIVER IN JHORA ETC M3

ACT860 EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHE M3ACT861 LAYING SOILNG TO PROPER CHAMBER M2ACT862 CEMENT CONCRETE WITH GRADED STONE CHIPS M3ACT863 RUBBLE MANSONARY WALL WITH BOULDER M3ACT864 DRY RUBBLE MANSONARY WALL M3ACT865 COLLECTING AND BREAKING FROM SURFACE M3ACT866 CARRIAGA OF CONSTRUCTION OF MATERIALS M3ACT867 LABOUR FOR DRINKING WATER MANDAYSACT868 SKILLED TECHINACAL PERSON (STP) MANDAYSACT869 DROUGHT PROOFING HECACT870 DRINKING WATER FTACT871 FLOOD CONTROL CUMACT872 MICRO IRRIGATION CUMACT873 LAND DEVELOPMENT CUMACT874 CONCRETE ROAD KMACT875 EARTHEN ROAD KMACT876 EXCAVATION OR RE-EXCAVATION POND CUM

ACT877 EARTH WORK IN EXCAVATION FOR EMBANKMENT TANK CANELETC MANDAYS

ACT878 SUPARVISOR MANDAYSACT879 CHILD CARE TAKER MANDAYSACT880 LABOR FOR DRINKING WATER FACILITY MANDAYSACT881 SKILLED TECNICAL PERSON (STP) MANDAYSACT882 WATER CONSERVATION CUM

ACT883PUMPING OUT WATER CAUSED BY SPRING, SEEPAGE, DRAINWATER MAINS OR WELL POINT PUMPING ETC. DURINGEXCAVATION OF POND LAST LAYER OF 1.5 MT. DEPTH

CUM

ACT884 HIRE CHARGE FOR WATER PUMP AND COST OF DEISEL PER DAY

ACT885

SAL WOOD WORK ROUGH DRESSED INCLUDING NECESSARYHOISING AND FITTING, FIXING IN THE POSITION WITH BOLTSNUT NAILS BUT EXCLUDING COST OF BOLTS, NUTS ANDWASHERS

CUM

ACT886 LABOUR FOR UNDRESSED SAL WOOD IN SCANTLING IN BRIDGEFLOOR, RALLING POST WHEEL GAURD CUM

ACT887LAYING SOLING TO PROPER CAMBER, HAND PACKING,SPREADING, POWERED EARTH IN THE INTERSTICS WITH STONESUPPLIED AT SIDE.

SQM

ACT888 UN SKILD LABOUR WAGES MDS

ACT889 USK/SURFACE DRESSING RS/PER DAY

ACT890 PLUM CEMENT CONCRETE WORK WITH BOULDER FILLING M3 M3

ACT891 PLANTATION ACRE

ACT892 CLEANING AND DEMARCATION OF LAND FOR MOTHER BED NOS

ACT893 SOWING SEEDS IN MOTHER BED NOSACT894 FILLING OF POLYTHENE TUBE NOSACT895 FENCING NURSERY AREA NOS


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ACT CODE ACTIVITY NAME UNITACT896 MAKING NURSERY THATCH AND BAMBOO NOS

ACT897 PICKING OUR SEEDLINGS AND DIBBO SEED IN THE TUBE BEDS NOS

ACT898 WATERING WEEDING AND CLEANING NOSACT899 MAKING NURSERY SHADES THATCH AND BAMBOO NOSACT900 TENDING INCLUDING STRONG , SHIFTING TWO TIMES NOSACT901 HUME PIPE SETTING NOS.

ACT902 FILLING OF POLYTHENE TUBES WITH MANURES SOIL MIXINGCOW DUNG ..... MANDAYS

ACT903 PREPARATION OF MOTHER BED MANDAYSACT904 MAKING NURSERY SHEDS THATCH AND BAMBOO MANDAYSACT905 TENDING INCLUDING SORTING, SHIFTING TWO TIMES MANDAYSACT906 SOWING SEED IN MOTHER BED MANDAYSACT907 CONCRETE DRAIN KM

ACT908 EARTHWORK IN EXCAVATION FOR EMBANKMENT CANAL TANKINCLUDING.... COMPLETE CUM

ACT909 LAYING SOLLING TO PROPER CAMBER AND HAND PACKINGSPREADING POWDERED EARTH AT SITE SQM

ACT910 CEMENT CONCRETE WITH GRADED STONE CHIPS SLASH GRAVELEXCLUDING SHUTTERING AND REINFORCEMENT CUM

ACT911 SUSKI , SAND, LINE CEMENT PLASTER WITH MATERIALSSUPPLIED AT SITE SQM

ACT912 LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARYSTAGING OF WORK SQM

ACT913 CEMENT CONCRETE WITH CHIPS EXCLUDING SHUTTERING OFREINFORCEMENT CUM

ACT914 NEAT CEMENT PUNNING OF ABOUT 1.50 MM THICK SQMACT915 LABOUR FOR LOOK AFTER CHILDREN MANDAYS

ACT916 REINFORCEMENT WORKS FOR REINFORCED CONCRETE WORK INALL SORTS OF STRUCTURE INTERSECTION COMPLETE KG

ACT917 JHAMA BRICKS NOS.ACT918 SPUN PIPE COLLER NOS.ACT919 CALCULATOR AND TEP PICEACT920 MIXTURE MACHINE PER DAYACT921 PRIMING ONE COAT ON TIMBER SURFACE SQMACT922 PRIMING ONE COAT ON STEEL SURFACE SQMACT923 PAINTING TWO COAT ON TIMBER SURFACE SQMACT924 PAINTING TWO COAT ON STEEL SURFACE SQMACT925 CEMENT BASED PAINT SQMACT926 MACHINE MAN(L.M.R.) DAYSACT927 RAINFORCEMENT KGACT928 6 FT HUME PIPE NOS.

ACT929 CLEANING AND DEMARCATION OF LAND FOR MOTHER BED MANDAYS

ACT930

FILLING OF POLYTHENE TUBES WITH MANURES SOIL AFTERMIXING COW DUNG WITH GOOD EARTH, INSECTICIDE AND BIOFERTILISERS AS AND WHEN REQUIRED (1 MAN DAYS PER 250NOS. PACKET FILLING)

MANDAYS

ACT931 MAKING NURSURY SHEDS WITH THATC AND BAMBOO MANDAYSACT932 TENDING INCLUDING SORTING , SHIFTING TWO TIMES MANDAYSACT933 WATERING , WEDDING AND CLEANING (APRIL JUNE) MANDAYS


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ACT934PREPARATION OF MOTHER BED INCLUDING PULVERIZING SOIL,MIXING COW DUNG, MANURE, SOWING SEEDS, SIZE TUBEBED6.0M. X 1.2M. X 0.3M. = 10 NOS.

MANDAYS

ACT935 MORRUM SPREADING OVER EMBANKMENT CUMACT936 BRICK WORK FOR PROTECTION CUMACT937 BRICK BATS FOR PROTECTION WORK CUMACT938 SAND (FINE) FOR PROTECTION WORK CU.MACT939 RING BASIN MAKING FOR MANURING FOR TWO SPLITS MANDAYS

ACT940

EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES INKANKAR MOORUM SOIL INCLUDING REMOVING, SPREADING ORSTACKING THE SPOILS WITHIN A LEAD OF 125 M AND LEFT OF1.5 M

CUM

ACT941 SAND WORK IN FILLING IN FOUNDATION TRENCHES IN LAYERNOT EXCEEDING 150MM INCLUDING WATERING REMMING CUM

ACT942SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKSINCLUDING RAMMING AND DRESSING BED TO PROPER LEVELAND FILLING JOINTS WITH POWERED EARTH OF LOCAL SOIL

SQM

ACT943ORDINARY CEMENT CONCRETE 1_2_4 WITH GRADED STONECHIPS 20 MM DOWN EXCLUDING SHUTTERING REINFORCEMENTWITH LOCAL HARD BLACK STONE

CUM

ACT944 BRICKS WORK WITH 1ST CLASS BRICKS IN CEMENT MORTOR CUM

ACT00945 WATCHMAN NOSACT945 WOODEN SHETTERING 25MM SQM

ACT00946 WATER CARRIER NOSACT946 19MM THICK PLASTER WITH CEMENT MORTAR SQMACT947 PUNNING SAND FILTER AT ALL SIDES SQM

ACT00948 WATERING , TENDING NOS

ACT948DIGGING EARTH IN ANY SOIL INCLUDING MIXED SOIL BUTEXCLUDING MORRUMJARTERITE SAND STONE OF ANY OTHERHARD STONE

CUM

ACT00949 1ST TIME WEEDING,CLEANING &; MULCHING KGACT949 BEYOND 1.5 M UPTO 4 M HARD ROCK SURFACE DIGGING CUM

ACT00950 2ND TIME WEEDING,CLEANING &; MULCHING KG

ACT950 BEYOND 4 M UPTO 6 M HARD OR DENCE SOIL, MOORUM,LATERITE CUM

ACT00951 APPLICATION OF INSECTICIDS KG

ACT951 BEYOND 6 M UPTO 8 M HARD OR DENCE SOIL, MOORUM,LATERITE CUM

ACT952 BEYOND 8 M UPTO 10 M HARD ROCK SURFACE DIGGING CHISETPICK AXE ETC CUM

ACT953 SUPPLY AND FILLING IN POISITION JHAMA BRICKS BATS CUM

ACT954 SUPPLY AND FILLING IN POSITION WASH GRAVEL OF SIZE 8 TO10 MM CUM

ACT955PRECAST RC WELL RING OF SIZE 65MM THICK AND .9MINTERNAL DIA MADE WITH CEMENT CONCRETE WITH STONECHIPS 12 MM DOWN

M

ACT956SUPPLYING FITTING AND FIXING GI CHAIN LINK FENCING 75MMX 75 MM MESH 8 G WIRE TO THE RCC OR WOODEN POST WITHGALVANISED HOOKES COMPLETE

SQM

ACT957 SUPPLYING FITTING AND FIXING MS ANGLE OF SIZE75MMX75MMX6MM LENGTH 1.5 M FOR BOUNDARY POST KG


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ACT CODE ACTIVITY NAME UNITACT958 SUPPLYING, FITTING, FIXING UPVC PYPE MACT959 SUPPLYING FITTING AND FIXING UPVC FITTING NOS.ACT960 WATERING CAN PIECE

ACT961 2ND TIME WEEDING,CLEANING,MULCHING WITHOUTFERTILISER (133 PER MD) 75

ACT995 COLLECTION OF MOTHER AZOLLA MANDAYACT996 WATERING AND NURSING SQFTACT997 PIT SETTING AND SUPERVISING MANDAYSACT998 MAKING OF BAMBOO SHADE SFTACT999 EXCAVATION OF PIT INCLUDING DRESSING (IN CU.FT.) CFT

ACT1000 LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOOPOST &; PASTING OF TARCOLE MANDAYS

ACT1001 LABOUR COST FOR BIFLEX SPRAYING FOR TWO TIME MANDAYSACT1002 LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIME MANDAYSACT1004 BIFLEX SPRAYING LTRACT1005 BLUE COPPER SPRAYING LTRACT1006 LIME DUST LTRACT1007 SAP/SEVIN LTRACT1008 HIRE OF SPRAYER DAYSACT1009 STACKING MATERIALS NOACT1010 SUPHALA KGACT1011 VERMICOMPOST KGACT1012 BONE DUST KG

ACT1019 LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOOPOST &; PASTING OF TARCOLE MAN DAY

ACT1021 LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIME MAN DAYACT1022 LABOUR COST FOR BIFLEX SPRAYING FOR ONE TIME MAN DAYACT1023 BIFLEX SPRAYING LTRACT1024 BLUE COPPER SPRAYING LTRACT1025 LIME DUST KG.ACT1026 SUPHALA KG.ACT1027 VERMICOMPOST KG.ACT1029 BONE DUST KG.ACT1946 ROYALTY FOR BOULDER RS.ACT1978 RUBBLE MANSONARY WALL WITH BOULDER CUM.

ACT2037RUBBLE MASONRY WORK WITH ANY TYPE OF MORTARINCLUDING RACKING OUT THE JOINTS SCAFFOLDING ANDCURING

CUM.

ACT2525 FENCING WITH MOSQUITO NET SQMACT2526 COVERING WITH STRAW SQMACT2527 USING SPICES TO PROTECT FROM ANT KGACT8881 APPLICATION OF FUNGICIDE MANDAYSACT8882 APPLICATION OF TERMITICIDE MANDAYS

ACT8883 INTER CULTURE OPERATION INCLUDING WEEDING &; HOEING MANDAYS

ACT8884 COST OF PESTICITE LTRACT8885 COST OF FUNGICIDE LTRACT8886 COST OF TERMITICITE LTRACT8887 COST OF TERMITICITE KGACT8888 COST OF VERMI COMPOST KGACT8995 SKILLED LABOUR MANDAYSACT8996 LIME &; ENGIME FOR GROWTH OF AZOLLA L.S


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ACT8997 SUPPLY OF SUPER PHASPHATE FOR NUTRITION OF AZOLLA ATSITE KG

ACT8998 COST OF SILPOLINE FOR BED SIZE PIECEACT8999 CHANGING OF WATER 15 DAYS INTERVAL FOR 2 MONTHS NOACT9888 LABOURS ENGAGED UP TO PLINTH LEVEL (USK) NOS

ACT9889 LABOURS ENGAGED UP FROM PLINTH LEVEL TO LINTEL LEVEL(USK) NOS

ACT9890 LABOURS ENGAGED UP FROM LINTEL LEVEL TO ROOF LEVEL(USK) NOS

ACT9891 LABOURS ENGAGED UP FROM ROOF LEVEL TO FINISHING (USK) NOS

ACT11190100 MM THICK 1100 MM DIA R.C.C. COVER SLAB (M-20) WITHSTONECHIPS (20 MM DOWN) I/C REINFORCEMENT BUTEXCLUDING SHUTTERING

CU.M

TOTAL 1104 ACTIVITIES


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