MGNREGA Activity Codes including Description,Unit
ACT CODE | ACTIVITY NAME | UNIT |
|---|---|---|
| ACT00 | CLEARING AND GRUBBING ROAD LAND INCLUDING UPROOTING RANK VEGETATION, GRASS, BUSHES, SHRUBS, SAPLINGS AND TREES GIRTH UP TO 300 MM, REMOVAL OF STUMPS OF TREES CUT EARLIER AND DISPOSAL OF UNSERVICEABLE MATERIALS AND STACKING OF SERVICEABLE MATERIAL TO BE USED OR AUCTIONED, UP TO A LEAD OF 1000 METRES INCLUDING REMOVAL AND DISPOSAL OF TOP ORGANIC SOIL NOT EXCEEDING 150 MM IN THICKNESS. | HECTARE |
| ACT001 | SUPPLY PLASTIC STRING QUANTITY @ 0.25 KG/100 NOS OF BAG | KG |
| ACT2 | 10CM THICK DRY BRICK KHOA WELL WATERED &; RAMMED TO RECEIVE A.S.FLOORING | SQM |
| ER02 | RAMMING OR ROLLING EATH WORK WITH LIGHT H.R.R. IN EMBANKMENT IN LAYERS NOT EXCEEDING 0.3M | CUM |
| ACT03 | CEMENT CONCRETE [1:4:8] USING 40MM SIZEB.H.G. METAL INCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERING CURRING, ETC. COMPLETE | CUM |
| ACT4 | 12MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERS INCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ER04 | FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50 M AND INITIAL LIFT 1.5 M AS PER DIRECTION OF ENGINEER-IN-CHARGE. | SQM |
| ACT05 | CEMENT CONCRETE [1:3:6] USING 40MM SIZEB.H.G. METAL INCLUDING ALL COST CONVEYANCE TAXES,ROYALIT,WATERING CURRING, ETC. COMPLETE | CUM |
| ACT007 | GENERATION OF SEMI-SKILLED PERSONDAYS | DAYS |
| ACT7 | 16MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYWITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ACT008 | GENERATION OF SKILLED PERSONDAYS | DAYS |
| ACT08 | EARTH WORK IN OPEN WELL EXCAVATION IN HARD SOIL OR GRAVELLY SOIL WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AND AS PER THE DIRECTION OF ENGINEER-IN-CHARGE. | CUM |
| ACT09 | ROUGH STONE DRY PACKING IN APRONS AND REVETMENTS WITH HARD GRANITE STONE. | CUM |
| ER09 | SECTIONING AND CAMBERING EARTH WORK IN ROAD FORMATION TO PROPER SPECIFICATION APPROVED BY THE DEPARTMENT | CUM |
| ACT10 | 16MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ACT11 | LABOUR FOR ADMIXING SAND AND MOORUM ETC. COMPLETE INCLUDING COST OF ALL LABOURS AND HIRE CHARGES OF T &; P MATERIALS REQUIRED FOR WORK BUT EXCLUDING COST AND CONVEYANCE OF SAND AND MOORUM | CUM |
| ACT12 | LABOUR FOR CONVEYING STACKS FROM WORK SITE AND SPREADING MOORUM OVER THE ROAD SURFACE TO THE REQUIRED GREAD, THICKNESS &; CAMBER FOR SUB-BASE INCLUDING WATERING ,ROLLING WITH P.R.R, INCLUDING COST &; CONVEYANCE OF MATERIAL , ALL LABOUR AND T&;P REQUIRED FOR THE WORK INCLUDING RUNNING &; HIRE CHARGES OF P.R.R. ETC. COMPLETE. | CUM |
| ACT13 | 32MM.TH. PIASAL WOOD OR LOCAL TEAK WOOD PANELLEDSHUTTERS MOULDED PANELS WITH ALL LABOUR, IRON FITTINGS,AND WOODEN HINGED CLEATS ETC. FITTED AND FIXED COMPLETEIN ALL RESPECT. BUT EXCLUDING THE COST OF IRON FITTINGS. | SQM |
| ACT14 | 6 MM THICK CEMENT PLASTER (1:4) TO R CC SURFACES FINISHED SMOOTH INCLUDING CLOSED DEEP CHIPING AND SLURY TREATMENT. PER 1 SQM | SQM |
| ACT15 | ALIGNMENT, LAYOUT ETC. | SQM |
| ACT16 | ALIGNMENT, LAYOUT, PEGGING ETC. | HECT |
| ACT17 | APPLYING OF CHEMICAL FERTILIZER INCLUDING COST OF MATERIALS, CONVEYANCE ETC. | KG |
| ACT18 | APPLYING OF ORGANIC MANURE, COMPOST. NEEM CAKE INCLUDING COST OF MATERIALS, CONVEYANCE ETC. | KG |
| ACT19 | APPLYING OF PESTICIDES INCLUDING COST OF MATERIALS, CONVEYANCE ETC. | LTR |
| ACT20 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( FOUNDATIONM FOOTING AND BASE COLUMN) | SQM |
| ACT21 | C.B.BRICK MASONARY WITH [1:6] C.M. IN FOUNDATION &; PLINTH INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES AND ROYALTY ETC. COMPLETE. | CUM |
| ACT22 | BLINDING ROAD SURFACE WITH GRAVEL 6MM THICK INCLUDING ALL COST CONVEYANCE TAXES &; ROYALITY ETC COMPLETE | SQM |
| ACT23 | CEMENT CONCRETE (1:3:6) USING 4 CM SIZE HG METAL | CUM |
| ACT24 | CEMENT CONCRETE [1:2:4] USING 12MM SIZE H.G. CHIPS INCLUDING ALL COST CONVEYANCE TAXES, ROYALIT, WATERING CURRING, ETC. COMPLETE | CUM |
| ACT25 | 12MM TH. CEMENT PLASTER [1:6] OVER BRICK MASONARYINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ACT26 | 12MM TH. CEMENT PLASTER [1:4] OVER BRICK MASONARYINCLUDINGCEMENT PUNNING AND BITUMEN PAINTING OVER TOP OF WALL WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ACT27 | CEMENT CONCRETE M20 GRADE WITH CRUSHED GRANITE COARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXED IN BATCHING AND MIXING PLANT INCLUDING COST OF ALL MATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATION OF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BY MECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWER HOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5M HEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVE BLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE. | CUM |
| ACT28 | CEMENT CONCRETE M25 GRADE WITH CRUSHED GRANITE COARSE AGGREGATE OF SIZE 20MM AND DOWN GRADED MIXED IN BATCHING AND MIXING PLANT INCLUDING COST OF ALL MATERIALS, MACHINERIES AND LABOUR AND TRANSPORTATION OF MIXED CONCRETE WITHIN INITIAL LEAD OF 1KM BY MECHANICAL MEANS AND LAYING IN DAMS, BARRAGES, POWER HOUSE AND PEN STOCK WITH ALL LIFTS/DELIFTS UPTO 1.5M HEIGHT ABOVE AVERAGE GROUND LEVEL IN RESPECTIVE BLOCKS AS PER DIRECTION OF ENGINEER-INCHARGE. | CUM |
| 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) | SQM |
| ACT33 | CEMENT PLASTER (1:4) | SQM |
| ACT35 | CESS | RS. |
| ACT36 | CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES AND TREES | SQM |
| ACT37 | CLEANING OF SHRUB JUNGLE, UPROOTING SMALL BUSHES AND TREES FOR SITE CLEARANCE. | SQM |
| ACT40 | CLEANING OF WATER HYACINTH | SQM |
| ACT42 | COLLECTION OF STAKING MATERIALS WITH STAKING CHARGES | NO. |
| ACT43 | COLOUR WASHING TWO COATS OVER A COAT OF WHITE WASHING WITH SHELL LIME AND COLOURING MATERIALS PER ONE SQMT. | SQM |
| ACT45 | CONST OF BOUNDARY TRENCH | CUM |
| ACT46 | 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 THE ROAD SURFACE TO PROPER CAMBER AND CONSOLIDATION WITH P.R.R. WITH ALL LABOUR AND T&;P REQUIRED FOR THE WORK INCLUDING COST &; CONVEYANCE OF MATERIAL AND RUNNING AND HIRE CHARGES OF P.R.R. ETC. COMPLETE. | CUM |
| ACT51 | COST &; CARRIAGE OF HUME PIPES | RMT |
| ACT52 | COST OF FIRST AID KITS | NO. |
| ACT53 | COST OF HUME PIPE | RMT |
| ACT54 | COST OF MS ROD | QTL. |
| ACT55 | COST OF MS SHUTTER | KG. |
| 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), TRANSPORTATION CHARGES TO THE WORK SITE. | NO. |
| ACT60 | CRECHE FACILITY | RS. |
| ACT61 | CUTTING OF TREES, INCLUDING CUTTING OF TRUNKS, BRANCHES AND REMOVAL OF STUMPS, ROOTS, STACKING OF SERVICEABLE MATERIAL WITH ALL LIFTS AND UP TO A LEAD OF 1000 METRES AND EARTH FILLING IN THE DEPRESSION/PIT. | RS. |
| ACT62 | DEWATERING | HR |
| ACT64 | DISTEMPERING TWO COATS WITH ANY SHADE OVER A COAT OF WHITE WASHING WITH SHELL LIME EXCLUDING COST AND CONVEYANCE OF DISTEMPER . | SQM |
| ACT65 | DRAWING, DIGGING OF TRIAL PIT, STRUCTURAL DESIGN | RS. |
| ACT66 | DRESSED SEASONED SAL WOOD WORK FRAMED AND FIXED[WROUGHT AND PUT UP] IN TRUSSES, PURLINS, FRAMES OF DOORS , WINDOWS AND BEAMS PER ONE CUM. | CUM |
| ACT67 | DRY STONE MASONRY IN WELL STAINING | CUM |
| ACT68 | DRY STONE MASONRY OR ROUGH STONE DRY MASONARY FOR GUARD WALLS AND RETAINING WALLS WITH HARD GRANITE STONES | CUM |
| ACT69 | DRY STONE MASONRY OR ROUGH STONE DRY MASONRY FOR GUARD WALL WITH HARD GRANITE STONES. | CUM |
| ACT70 | DRY STONE PACKING | CUM |
| ACT71 | EARTH WORK EXAVATION IN FOUNDATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT72 | EARTH WORK EXAVATION IN HARD SOIL &; GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT73 | EARTH WORK EXAVATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT74 | EARTH WORK EXAVATION IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT75 | EARTH WORK EXAVATION OF FOUNDATION IN HARD OR GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE. | CUM |
| ACT76 | EARTH WORK EXAVATION OF FOUNDATION IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE. | CUM |
| ACT77 | EARTH WORK EXAVATION OF FOUNDATION IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING, LEVELING THE BED AND THE DEPOSITING EXAVATED EARTH FROM WORK SITE. | CUM |
| ACT78 | EARTH WORK IN EXCAVATION IN ALL KINDS OF EARTH IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT79 | EARTH WORK IN EXCAVATION IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT80 | EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT81 | EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT82 | EARTH WORK IN EXCAVATION IN FOUNDATION IN HARD SOILINCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT83 | EARTH WORK IN EXCAVATION IN FOUNDATION IN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT84 | EARTH WORK IN EXCAVATION IN FOUNDATION IN STONEY EARTH INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT85 | EARTH WORK IN EXCAVATION IN FOUNDATIONIN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT86 | EARTH WORK IN EXCAVATION IN HARD SOIL IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT87 | EARTH WORK IN EXCAVATION IN HARD SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT88 | EARTH WORK IN EXCAVATION IN ORDINARY SOIL IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT89 | EARTH WORK IN EXCAVATION IN ORDINARY SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT90 | EARTH WORK IN EXCAVATION IN STONEY EARTH IN FOUNDATION INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT91 | ROUGH 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 SOIL INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT93 | EARTH WORK IN HARD SOIL &; GRAVELLY SOIL WITH ALL LEAD AND LIFT INCLUDING FOR DIGGING OF PITS. | CUM |
| ACT94 | EARTH WORK IN HARD SOIL OR GRAVELLY SOIL WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AND AS PER THE DIRECTION OF ENGINEER-IN-CHARGE. | CUM |
| ACT95 | 2.5 CM TH. DAMP PROOF COURSE WITH C.C.(1:2:4)USING 12MM SIZE B.H.G.CHIPS INCLUDING WATERINGCURRING, COST, CONVEYANCE, TAXES &; ROYALITY ETC. | SQM |
| ACT96 | EARTH WORK IN OPEN WELL EXCAVATION IN STONY EARTH AND GRAVELS MIXED WITH STONE AND BOULDERS NOT EXCEEDING 0.014 CUM IN VOL. WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYER NOT EXCEEDING 0.3 M IN DEPTH AND AS PER SPECIFICATION APPROVED BY THE DEPT. | CUM |
| ACT97 | EARTH WORK IN OPEN WELL EXCAVATION IN ORDINARY SOIL ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT98 | EARTH WORK IN ORDINARY SOIL ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT99 | EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING FOR DIGGING OF PITS. | CUM |
| ACT100 | EARTH WORK IN ORDINARY SOIL WITH ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT101 | EARTH WORK IN STONY EARTH AND GRAVELS MIXED WITH STONE AND BOULDERS NOT EXCEEDING 0.014 CUM IN VOL. WITHIN ALL LEAD AND LIFT INCLUDING ROUGH DRESSING AND BREAKING CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYER NOT EXCEEDING 0.3 M IN DEPTH AND AS PER SPECIFICATION APPROVED BY THE DEPT. | CUM |
| ACT0102 | LABOUR FOR FITTING AND FIXING 12.5 CM DIA U.C BULLAH FOR TIE AND RUNNER ETC. AND FOR ½ SPLIT BULLAH WAILING PIECE. | MTR |
| ACT102 | EARTH WORK IN STONY EARTH WITH ALL LEAD AND LIFT INCLUDING 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 LIFT INCLUDING ROUGH DRESSING AND BREAKING OF CLODS TO MAXIMUM 5 CM TO 7 CM AND LAYING IN LAYERS NOT EXCEEDING 0.3 M IN DEPTH AS PER DIRECTION OF ENGINEER IN CHARGE. | CUM |
| ACT0104 | SUPPLYING FITTING &; FIXING J HOOK CONNECTION WITH C.G.I SHEET | KG |
| ACT104 | ELECTRICAL INSTALATION INCLUDING SUPPLYING FITTING FIXING ALL COST CONVEYANCE TAXES LABOUR ETC COMPLETE. | RS |
| ACT0105 | SUPPLYING FITTING &; FIXING C.G.I SHEET FOR ROOF COVER | MT.SQ |
| ACT105 | FILLING FOUNDATION AND PLINTH WITH SAND INCLUDING ALL LEADS AND LIFT WATERING, RAMMINGCOST, CONVEYANCE, TAXES AND ROYALTY ETC. | CUM |
| ACT0106 | SUPPLYING FITTING &; FIXING EARTHEN RING FOR SOAK PIT | NO |
| ACT106 | FILLING FOUNDATION AND PLINTH WITH SANDINCLUDING ALL LEADS 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 WATERED AND RAMMED | CUM |
| ACT0108 | SUPPLYING FITTING &; FIXING CONCRETE NADA | PCS |
| ACT108 | FILLING OF PITS (CARRYING ORGANIC MANURE MIXING WITH SOIL BASAL DOSE OF FERTILIZER) | PIT |
| ACT0109 | SUPPLYING HEXAGONAL SQUARE MESH WIRE NETTING I.R.C FEBRIC MESH OR X.P.M INCLUDING BINDING | SQUARE METRE |
| ACT109 | FILLING OF POLY POTS WITH SOIL MIXTURE AND STAKING THEM IN SEED BED WITH BRICK LINING | NO. |
| ACT110 | FINE DRESSING AND TURFFING WITH INITIAL LEAD OF 50 M AND 1.5M IN INITIAL LIFT AS PER DIRECTION OF ENGINEER-IN-CHARGE. | SQM |
| ACT111 | FOOD GARAIN | HA. |
| ACT111 | PLAY GROUND | HA. |
| ACT112 | FINE DRESSING AND TURFING WITH ALL LEAD AND LIFT AS PER DIRECTION OF ENGINEER-IN-CHARGE. | SQM. |
| ACT114 | FINE DRESSING AND TURFING WITH INITIAL LEAD OF 50M AND 1.5M INITIAL LIFT | SQM |
| ACT115 | FINE DRESSING OF EARTH WORK IN ORDINARY OR HARD SOIL IN ROAD FORMATON ACCORDING TO THE DIRECTION OF THE DEPARTMENT INCLUDING CUTTING OR FILLING EARTH UPTO 0.15M DEPTH OF SURFACE. | CUM |
| ACT117 | FINISHING WALL SURFACE OF WALLS WITH ACRYLIC WALL PUTTY (WATER BASED) OF APPROVED MAKE AND FINISHED SMOOTH AND EVEN SURFACE TO RECEIVE PAINTING INCLUDING COST OF SCAFFOLDING STAGING CHARGES WITH COST OF ALL MATERIALS TAXES, LABOUR T&;P ETC COMPLETE. | SQM |
| ACT118 | FINISHING WALLS WITH CEMENT PAINT OF APPROVED SHADE ON TWO COAT OVER A COAT OF WHITE WASHING TO GIVE AN EVEN SHADE INCULDING COST OF PAINT. | SQM |
| ACT119 | FIRST AID KIT | RS. |
| ACT122 | FIXING OF FILLER BOARD FOR EXPANSION JOINTS | SQMT |
| ACT123 | FIXING TILES IN DADOS SKIRTING AND RISERS OF STEPS ON 12MM THICK CEMENT PLASTER (1:3) JOINTED WITH NEAT CEMENT SLURRY MIXED WITH PIGMENTS TO MATCH THE SHADE OF THE TILES INCLUDING RUBBING AND POLISHING COMPLETE EXCLUDING COST OF TILES.(INCLUDING COST OF TILES) | SQM |
| ACT124 | FIXING TILES IN FLOORS TREADS OF STEPS AND LANDING ON 25MM THICK BED OF CEMENT MORTAR 1:1 [1CEMENT : 1SAND] JOINTED WITH NEAT CEMENT SLURY MIXED WITH PIGMENT TO MATCH THE SHADES OF THE TILES INCLUDING RUBBING AND POLISHING COMPLETE.(INCLUDING COST OF TILES) | SQM |
| ACT125 | HONEY 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 COST OF SEEDS | HECT. |
| ACT127 | INTER CULTURAL OPERATION INCLUDING WEEDING &; HOEING | NO. |
| ACT128 | IRRIGATION / WATERING INCLUDING COST OF PITCHER (EARTHEN POT) WITH TRANSPORTATION | NO. |
| ACT129 | K.B.BRICK MASONARY WITH [1:6] C.M. IN FOUNDATION &; PLINTH INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES AND ROYALTY ETC. COMPLETE. | CUM |
| ACT130 | K.B.BRICK MASONARY WITH [1:6] C.M. IN SUPERSTRUCTURE INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES ANDROYALTY 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 |
| ACT135 | 20MM TH. GREADING PLASTER [1:4] OVER ROOF SLAB INCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | SQM |
| ACT136 | LABOUR FOR CUTTING, BENDING, BINDING OF MS ROD | QTL. |
| ACT137 | LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION COST OF BINDING WIRE, EXCLUDING M.S. / T.S. ROD ETC. COMPLETE. | QNTL |
| ACT138 | LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION EXCLUDING COST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE. | QNTL |
| ACT139 | LABOUR FOR CUTTING,BENDING, BINDING,STRAIGHTENING AND TYING THE RAILS AND PLACINGIN POSITION INCLUDING COST OF BINDING WIRE, M.S. / T.S. ROD ETC. COMPLETE. | CUM |
| ACT141 | LABOUR FOR FIXING BIG SIX OR TRAFFORD AC SHEET IN ROOF INCLUDING FIXING OF RIDGES, WIND TIES ETC. COMPLETE. | SQM |
| ACT142 | LABOUR FOR FIXING G.C.I. SHEET IN ROOF DRILLING HOLES IN WIND TIES INCLUDING FIXING OF RIDGES, VALLEYS WIND TIES. | SQM |
| ACT143 | LABOUR FOR SOLING ROAD SURFACE WITH SOLING STONES INCLUDING FILLING THE INTERSTICES WITH EARTH AND ROLLING WITH HAND ROAD ROLLER BUT EXCLUDING COST AND CONVEYANCE OF SOLING STONES. | CUM |
| ACT144 | LABOUR FOR SPREADING METAL FOR PATCH OR POT HOLE REPAIRS AND CONSOLIDATION WITH H.R.R. OR RAMMERS, CRUSHER SCREENING/ GRAVELLING AND SAND BINDING, ETC. COMPLETE BUT EXCLUDING COST AND CONVEYANCE OF METAL, CRUSHER SCREENING/MOORUM AND SAND | CUM |
| ACT145 | LABOUR FOR SPREADING METAL TO PROPER CAMBER AND CONSOLIDATION WITH H.R.R. INCLUDING WATERING AND TURF EDGING BUT EXCLUDING COST AND CONVEYANCE OF METAL AND FILLER MATERIALS | CUM |
| ACT146 | LABOUR FOR SPREADING METAL TO PROPER CAMBER AND CONSOLIDATION WITH P.R.R. INCLUDING WATERING AND TURF EDGING BUT EXCLUDING COST AND CONVEYANCE OF METAL AND FILLER MATERIALS | CUM |
| ACT147 | LABOUR FOR SPREADING MOORUM AND CONSOLIDATION WITH HRR INCLUDING WATERING INCLUDING COST AND CONVEYANCE OF MOORUM | CUM |
| ACT148 | LATERITE STONE MASONRY (1:6) | CUM. |
| ACT149 | LATERITE STONE MASONRY IN CEMENT MORTAR (1 : 6) IN FOUNDATIONAND PLINTH | CUM |
| ACT150 | LAYING OF DIFFERENT DIA R.C. HUME PIPE | MTR |
| ACT151 | LAYING OF DIFFERENT DIA. R.C. HUME PIPE | MTR |
| ACT152 | LAYING OF VINYL FLOORING | SQM |
| ACT153 | MAKING OF BOUNDARY FENCING ARRANGEMENT WITH AVAILABLE LOCAL MATERIALS. | RMT. |
| ACT154 | MAKING OF FENCING ARRANGEMENT WITH BAMBOO GABION WITH ALL ROUND FENCING. | EACH |
| ACT156 | MAKING OF FIRE LINE CONTROL FOR PROTECTION OF PLANTS | HECT. |
| ACT157 | MAKING OF SHEDS WITH LOCAL AVAILABLE MATERIALS | SQM |
| ACT158 | MOORUM BACKING IN CANALS FOR CONCRETE LININGS | CUM |
| ACT159 | PAINTING TWO COATS WITH APPROVED PAINT OVER A COAT OF PRIMER WITH ANY APPROVED PRIMER | SQM |
| ACT160 | PHOTOGRAPHS | RS. |
| ACT161 | PHOTOGRAPHS IN FOUR STAGES | EACH SET |
| ACT162 | 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 IN POLY POTS INCLUDING COST OF POLYTHENE, SOIL MIXTURE | NO. |
| ACT166 | ANGANWANI | HA. |
| ACT166 | PROVIDING AND FIXING OF PRELAMINATED PVC DOORS INCLUDING COST OF MATERIALS | SQM |
| ACT167 | PROVIDING FITTING AND FIXING OF FALSE CEILLING WITH ALUMINIUM ANODISED T SECTION NO. 3215 WITH 2'-0" CENTER TO CENTER, L SECTION NO. 1705 UPTO 15 MICRON ON 4 WALLS TO BE FIXED BY MEANS OF STEEL SCREW AND P.V.C PLUG AND THE ALUMINIUM GRID 2'-0"X2'-0" SUSPENDED FROM CEILING ETC COMPLETE | SQM |
| ACT168 | PROVIDING FITTING FIXING FINISHING MS GRILLS IN WINDOWS AND GRILL GATE AT VERANDAH INCLUDING ALL COST CONVEYANCE TAXES FABRICATION CHARGES ETC.COMPLETE. | KG |
| ACT169 | PROVIDING FITTING, FIXING OF AL. DOOR WITH OEL ANODIZED AL. DOOR SECTION OF 9202 AS VERTICAL MEMBER, 9201 AS TOP MEMBER AND 9200 AS BOTTOM AND MIDDLE MEMBER AND 12MM THICK PRE-LAMINATED BOARD FIXED ON DOOR FRAME BY MEANS OF TAPERED CLIP NO. 4660 AND THE FRAME TO BE COMPLETED BY MEANS OF JOINTING ANGLE NO. 1855 INCLUDING ALL COST OF LABOUR, T&;P , HIRE CHARGES OF DRILLING MACHINE, LABOUR CHARGES ETC. COMPLETE | SQM |
| ACT170 | PROVIDING PVC PIPES FOR WEEP HOLES IN GUARD WALL AND ABUTMENTS. | MTR |
| ACT171 | PROVISION FOR CRECH | PER DAY |
| ACT173 | PROVISION FOR DISPLAY BOARD | NO. |
| ACT175 | PROVISION FOR DRINKING WATER FACILITY | MANDAY |
| ACT176 | 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 ALL COST CONVEYANCE HOISTING LAYING TAXES,ROYALIT,WATERING CURRING, &; CENTERING SHUTTERING ETC.EXCLUDING COSTOF IRON ROD . | CUM |
| ACT182 | R.R.STONE MASONARY WITH[1:6] C.M. USINGHARD GRANITE STONES INCLUDING WATERING CURRINGCOST, CONVEYANCE, TAXES &; ROYALITY ETC. | CUM |
| ACT185 | RANDOM RUBBLE HARD GRANITE STONE MASONRY IN CLAY OR SAND OR GRAVEL GROUTED IN FOUNDATION AND PLINTH | CUM |
| ACT186 | RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR IN OPEN WELL STAINING (1:6) | CUM |
| ACT187 | RANDOM RUBBLE STONE MASONRY IN CEMENT MORTAR IN FOUNDATION AND PLINTH (1:6) | CUM |
| ACT189 | RCC M20 GRADE CONCRETE WITH 20 MM DOWNGRADED HG CHIPS | CUM |
| ACT190 | REMUNARATION TO GRAM SANJOJAK | PER DAY |
| ACT192 | REMUNERATION OF GRAM SANJOJAK | DAY |
| ACT194 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( BEAM &; COLUMN) | SQM |
| ACT195 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( FINIS &; WALLS) | SQM |
| ACT196 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( LINTEL) | SQM |
| ACT197 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( MASS CONCRETE) | SQM |
| ACT198 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( PLINTH BAND ) | SQM |
| ACT199 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( SLAB) | CUM |
| ACT201 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( SLAB, CHAJJA) | SQM |
| ACT202 | RIGID AND SMOOTH CENTRING AND SHUTTERING WORK INCLUDING FALSE WORK AND DISMANTALLED THEM AFTER CASTING ( STAIR CASE) | SQM |
| ACT203 | ROLLING AND COMPACTING TO SUB GRADE OR FORMATION LOOSENING BY CUTTING ORDINARY EARTH FOR 0.15 MTR. DEPTH INCLUDING WATERING AND ROLLING BY PRR. | CUM |
| ACT204 | EARTH WORK IN EXCAVATION IN STONEY EARTH INCLUDING ALL LEADS AND LIFTS INCLUDING ROUGH DRESSING AND BREAKING CLODS DEPOSITED THE EXCAVATED MATERIALS AWAY FROM WORK SITE. | CUM |
| ACT205 | ROUGH STONE DRY PACKING IN APPRONS AND REVETMENTS WITH HARD GRANITE STONES INCLUDING ALL COST, CONVEYANCE TAXES &; ROYALITY ETC COMPLETE. | CUM |
| ACT206 | ROUGH STONE DRY PACKING IN APRONS AND REVETMENTS SPURS AND LAUNCHING APRON WITH HARD GRANITE STONE. | CUM |
| ACT207 | 2.5CM TH. A.S.FLOORING WITH C.C.(1:2:4) USING12MM SIZE B.H.G. CHIPS INCLUDING WATERINGCURRING COST CONVEYANCE TAXES&; ROYALITY ETC. | SQM |
| ACT208 | ROUGH STONE DRY PACKING WITH HG STONE. | CUM |
| ACT209 | 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. |
| ACT214 | SUPPLYING FITTING FIXING SANITARY WORKS INCLUDING ALL COST CONVEYANCE TAXES LABOUR ETC COMPLETE. | RS |
| ACT215 | SUPPLYING, FITTING, FIXING UP WINDOW (SLIDING TYPE) MADE UP ALUMINUM SECTION, AS WINDOWS FRAME AND AS SHUTTER FRAME WITH 5MM THICK BLACK GLASS AS PANEL FITTED WITH RUBBER BEADING INCLUDING LOCKING ARRANGEMENT INCLUDING ALL FITTING INCLUDING COST OF MATERIALS ALL TAXES LABOUR, T&;P ETC. COMPLETE AS PER DIRECTION OF ENGINEER-INCHARGE. | SQM |
| ACT217 | SURVEY &; INVESTIGATION | RS |
| ACT219 | 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 OF APPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE. | SQM |
| ACT226 | WALL PAINTING 2 COATS WITH WEATHER COAT PAINT OF APPROVED SHADE ON NEW WORK TO GIVE AN EVEN SHADE. | SQM |
| ACT227 | WATCH AND WARD | MAN DAY |
| ACT228 | WATCH AND WARD FOR – 3 YEARS | MANDAY |
| ACT229 | WATERING CHARGES | NO. |
| ACT230 | WHITE WASHING THREE COATS WITH SHELL LIME PER ONE SQMT. | 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 MASONARY WITH FINISHED SMOOTH,RACKING OUT JOINTS, ROUNDING CORNERSINCLUDING WATERING CURRING COST CONVEYANCE TAXES AND ROYALITY ETC. COMPLETE. | CUM |
| ACT234 | C.B.BRICK MASONARY WITH [1:6] C.M. IN SUPERSTRUCTURE INCLUDING WATERING,CURRING ,COST, CONVEYANCE, TAXES ANDROYALTY ETC. COMPLETE. | CUM |
| ACT235 | SELECTION OF SITE AND CLEANING | NOS |
| ACT236 | FENCING | NOS |
| ACT237 | PREPARATION OF MOTHER BED AND POLYPOD BEDS | NOS |
| ACT238 | SEED SOWING IN MOTHER BED AND FILLING UP OF POLYPODS | NOS |
| ACT239 | PREPARATION OF SHED | NOS |
| ACT240 | PRICKING OUT SEEDINGS | NOS |
| ACT241 | TWO TIMES WEEDING IN MOTHER BEDS AND POLYPOD BEDS | NOS |
| ACT242 | WATERING IN MOTHER BEDS AND POLYPOD BEDS | NOS |
| ACT243 | EARTHWORK IN FOUNDATION TRENCHES | CUM |
| ACT244 | EARTHWORK IN FILLING | CUM |
| ACT245 | LAYING SOLLING | SQM |
| ACT246 | CEMENT CONCRETE (1,3,6) | CUM |
| ACT247 | CEMENT CONCRETE (1,1.5,3) | CUM |
| ACT248 | REINFORCEMENT OF RCC WORK | QTL |
| ACT249 | 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 CEMENT MORTER (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 | SQM |
| ACT256 | FITTING AND FIXING DOOR AND WINDOW SHUTTER | NOS. |
| ACT257 | 6MM THK. PLASTER (4,1) CEMENT SAND MORTER | SQM |
| ACT258 | 12MM THK. PLASTER (4,1) CEMENT SAND MORTER | SQM |
| ACT259 | 25 MM THK. ARTIFICIAL STONE FLOORING | SQM |
| ACT260 | NEAT CEMENT PUNNING ABOUT 1.5MM THK. | SQM |
| ACT261 | 75MM THK. BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTER (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 AND BOTTOM GUIDE RAIL 20MM X 10MM X 2MM VERTICAL CHANNEL 100MM APART IN FULLY STRECHED POSITION. 20MM X 5MM MS FLATS AS COLLAPSIBLE BRACINGS PROPERLY RIVETTED AND WASHERED INCLUDING 38MM STEEL ROLLERS INCLUDING LOCKING ARRANGEMENTS, FITTED AND FIXED IN POSITION WITH LUGS SET IN CEMENT CONCRETE AND INCLUDING CUTTING NECESSARY HOLES, CHASING ETC. IN WALLS, FLOORS ETC. AND MAKING GOOD DAMAGES COMPLETE. | SQM |
| ACT264 | WOOD WORK IN DOOR AND WINDOW FRAME FITTED AND FIXED COMPLETE INCLUDING A PROTECTIVE COAT OF PAINTING AT THE CONTACT SURFACE OF THE FRAME. ( THE QUANTUM SHOULD BE CORRECTED UPTO THREE DECIMALS.) | CUM |
| ACT265 | M.S. CLAMPS FOR FIXING DOOR AND WINDOW FRAME MADE OF FLAT BENT BAR, END BIFURCATED, FIXED IN CEMENT CONCRETE WITH STONE CHIPS (4:2:1) FITTED AND FIXED COMPLETE AS PER DIRECTION.( COST OF CEMENT CONCRETE WILL BE PAID SEPARATELY.) | NOS |
| ACT266 | FINE SAND | 134.51 |
| ACT267 | CEMENT | 200 |
| ACT268 | COURSE SAND | 109.106 |
| ACT269 | BRICKS | 37500 |
| ACT270 | CHIP 22.4 | 67.84 |
| ACT271 | CHIP 11.2 | 11.037 |
| ACT272 | ROD | 45 |
| ACT273 | SAND FILLING WITH WATERING, RAMMING COMPLETE | NOS |
| ACT274 | CEMENT CONCRETE(1-2-4) | NOS |
| ACT275 | 10 INCH BRICK WORK(1-6) | NOS |
| ACT276 | 5 INCH BRICK WORK(1-4) | NOS |
| ACT277 | 3 INCH BRICK WORK(1-4) | NOS |
| ACT278 | FITTING, FIXING OFPRECAST RCC POST- 9 FT LONG, 6 INCH X 6 INCH AT BOTTOM AND 4INCH X 4INCH AT TOP | NOS |
| ACT279 | 15 MM THICK PLASTER(1-6) | NOS |
| ACT280 | NEAT CEMENT PUNNING | NOS |
| ACT281 | BAMBOO FRAMEWORK WITH COALTERRING OVER THE BAMBOO STRUCTURE | NOS |
| ACT282 | THATCHING THE ROOF WITH STRAW | NOS |
| ACT283 | CARRYING BY HEADLOAD OF CONSTRUCTION MATERIALS FROM ROAD SIDE TO WORK SITE | NOS |
| ACT284 | COLLECTION OF ORGANIC WASTE | NOS |
| ACT285 | HANDLING OF ORGANIC WASTE FOR INCORPORATION OF VERMI WORMS | NOS |
| ACT286 | MAINTAINCE OF ORGANIC WASTE AFTER INCORPORATION OF VERMIWORMS | NOS |
| ACT287 | SIEVING OF PRODUCED VERMICOMPOSET, BAGING AND MARKETING OF PRODUCT | NOS |
| ACT288 | EARTH WORK IN EMBANKMENT LIFTUP TO 1.5M IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING, SPREADING OR STACKING THE SOPILS WITHIN DIFFERENT LEAD THE SIDES OF TRENCHES, LEVELING, DRESSING AND RAMMING THE BOTTOM, BAILING OUT WATER | CUM |
| ACT289 | FINE DRESSING AND CHILCHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATION AND SIDE SLOPE OF EMBANKMENT AND CANAL BED TO REQUIRED SLOPE CAMBER AND GRADE | SQM |
| ACT290 | TUFING WITH SODS IN THE WITH SODS IN THE EMBANKMENT SLOPE AND SHOULDER INCLUDING COLLECTION OF SODS | SQM |
| ACT291 | MAKING SAUSAGE(GABION) WORK BY FILLING BOULDER (30 KG TO 40 KG WIGHT) OBTAINED FROM NEARBY STACKS WITHIN LEAD OF 15 M. AND PLACIG TIE THEM WITH G.I WIRE NETTING FOR PROTECTION OF RIVER EMBANKMENT OR SLOPE OF HILLY ROADS. | CUM |
| ACT292 | PLACING OF WIRE NET | SQM |
| ACT293 | WATER CARRIER | NO |
| ACT294 | CRECHE | NO |
| ACT295 | CRECHE SUPERVISOR | NOS |
| ACT296 | CARRYING OF WATER | NOS |
| ACT297 | MATI KATA | 5 |
| ACT298 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN | M3 |
| ACT299 | LAYING SOILING TO PROPER CAMBER | M2 |
| ACT300 | CMENT CONCRETE WITH GARDED STONE CHIPS EXCLUDING SHUTTERING 40MM | M3 |
| ACT301 | LABOUR FOR SHUTTERRING WITH CENTERING AND NECESSARY STAGING | M2 |
| ACT302 | BREAKING OF STONE MATERIAL WITH SATGING | M3 |
| ACT303 | COLLECTING AND BREAKING OF LOCAL STONE | M3 |
| ACT304 | CARRAIGE OF CONSTRUCTION MATERIAL ON HEAD LOAD | M3 |
| ACT305 | CARRAIGE OF CONSTRUCTION MATERIAL | BAGS |
| ACT306 | DRY RUBBLE MASONRY WALL WITH BOULDER | M3 |
| ACT307 | 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 |
| ACT310 | LABOUR FOR SHUTTERING WITH CENTERING NECESSARY PROPPING | M2 |
| ACT311 | LAYING SOILING TO POPER CAMBER HAND PACKING SPREADING POWDERED EARTH IN THE INTERSTICES WITH DEPARTMENTAL BRICKS AND STONES | M2 |
| ACT312 | DRY RUBBEL MASONRY WALL WITH HARD BOULDER OBTAINED FROM NAERBY STACKS OR QUARRY | M3 |
| ACT313 | MAKING V SHAPDE DRAIN IN HILL ROAD OR IN CUTTING WITH DRY BOULDERS INCLIDING PLACING POWDERED EARTH IN THE SURFACE | M |
| ACT314 | RUBBLE MASONRY WORK WITH ANY TYPE OF MORTAR INCLUDING RACKING OUT THE JOINTS SCAFFOLDING AND CURING | M3 |
| ACT315 | CEMENT CONCRET WORKS WITH GRADED STON CHIPS | M3 |
| ACT316 | COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING BOULDER | M3 |
| ACT317 | COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING SAND | M3 |
| ACT318 | COLLECTING AND BREAKING FROM SURFACE AND OR DIGGING INTO GROUND AT QUQRRY INCLUDING STACKING STONECHIPS | M3 |
| ACT319 | CONSUMPTION OF MATERIALS | M3 |
| ACT320 | CARRIAGE OF CONSTRUCTION MATERIALS FROM A NEARBY ROAD POINT ON HEAD LOAD | M3 |
| ACT321 | SURKI SAND LIME CEMENT PLASTER WORK WITH MATERIAL SUPPLIED | M2 |
| ACT322 | SPREADING AND CONSOLIDATION OF R.B.M | SQM |
| ACT323 | SPREADING AND CONSOLIDATING OF SINGLES | CUM |
| ACT324 | EARTHWORK IN EXCAVATION TOMAKE FORMATION OF ROADS IN HILLY TRACKS INCLUDING REMOVING SPREADING OR STACKING OF SPOILS SUITABLY ETC... | M3 |
| ACT325 | CEMENT CONCRETE WITH 20 MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANY.... | M3 |
| ACT326 | DRY RUBBLE MASSONARY WITH CEMENT MORTAR... | M3 |
| ACT327 | CARRIAGE OF BOULDERS ON HEAD LOAD... | M3 |
| ACT328 | CARRIAGE OF CEMENT ON HEAD LOAD | BAGS |
| ACT329 | CARRIAGE OF STONE CHIPS ON HEAD LOAD | M3 |
| ACT330 | PIT ALIGNMENT | 1 |
| ACT331 | BED PREPARATION FOR SEEDLING | KATHA |
| ACT332 | APPROACH ROAD | M3 |
| ACT333 | DUMPING PIT | M3 |
| ACT334 | DRAIN | M3 |
| ACT335 | EARTHWORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SPOILS... | MT.CU. |
| ACT336 | EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UP TO FLINT... | MT.CU |
| ACT337 | LABOUR FOR LAYING 150MM TO 200MM BOULDER SOLING INCLUDING ROUGH DRESSING HAND PACKING AND RAMMING DOWM SMALL PIECES.... | MT.SQ. |
| ACT338 | CEMENT CONCRETE WITH 30MM DOWN GRADED SINGLE EXCLUDING SHUTTERING IN GROUND FLOOR (136) | MT.CU |
| ACT339 | DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5M... | MT.CU |
| ACT340 | ORDINARY CEMENT CONCRETE WITH GRADED STONE CHIPS (20MM NORMAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT... | MT.CU. |
| ACT341 | REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STRRUPS, BINDERS ETC.... | KG |
| ACT342 | HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UP TO 4M USING APPROVED STOUTS PROPS AND THICK HARD WOOD PLANKSOF APPROVED THICKNESS... | MT.SQ. |
| ACT343 | PLASTER (TO WALL, FLOOR, CEILING ETC) WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERRING CORNERS AS DIRECTED... | MT.CU |
| ACT344 | NEAT CEMENT PUNNING ABOUT 1.5MM THICK IN WALL, DADO, WINDOW, SILLS, FLOOR, DRAIN ETC. | MT.SQ |
| ACT345 | COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA). | MT.CU |
| ACT346 | CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBY QUARRY OR ROAD POINT BY HEAD LOAD UPTO WORK SITE. | MT.CU |
| ACT347 | CEMENT, SAND, STONE CHIPS CARRIAGE UPTO WORK SITE. FOR 500M | BAGS |
| ACT348 | SAND | M3 |
| ACT349 | STONECHIPS | M3 |
| ACT350 | BOULDER | M3 |
| ACT351 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UPTO 1.50M IN DIFFERENT TYPE OF SOIL | M3 |
| ACT352 | CEMENT CONCRETE WITH GRADED STONE CHIPS EXCLUDING SHUTTERING | M3 |
| ACT353 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICES WITH DEPARTMENTAL BRICKS AND STONES ……ETC. | M2 |
| ACT354 | COLLECTION AND BREAKING OF STONE MATERIALS INCLUDING STACKING. ( MEASUREMENT OF BROKEN METAL OR KHOA WITH DUE ALLOWANCE FOR SINKAGE AND OR SHRINKAGE). | M3 |
| ACT355 | BREAKING OF STONE MATERIALS INCLUDING STACKING (MEASUREMENT OF BROKEN METAL WITH DUE ALLOWANCE FOR SINKAGE AND OR SHRINKAGE) LOCAL STONE 25 MM DOWN SIZE | M3 |
| ACT356 | CARRIAGE OF CONSTRUCTION MATERIALS FROM NEARBY QUARRY, STACKS RIVER POINT OR ROAD POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND THE ORIGINAL LEAD OF 30M…..,.ETC | M3 |
| ACT357 | WAGES FOR SUPERVISOR | PERMD |
| ACT358 | WORK CHARGE SAE | MND |
| ACT359 | DISPLAY BOARD | PCS |
| ACT360 | REST SHED | NOS |
| ACT361 | CRECHE SHED | NOS |
| ACT362 | SKILLED | MND |
| ACT363 | CARRAGE OF CONSTRUCTION MATERIAL | BAGS |
| ACT364 | CARRAGE OF CONSTRUCTION MATERIAL ON HEAD LOAD | M3 |
| ACT365 | CUTTING IN ROAD EMBANKMENT | SQUARE METRE |
| ACT366 | SHURB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEANING THE SITE | HECTOR |
| ACT367 | CARRIAGE OF CONSTRUCTION MATERIAL FROM A NEARBY QUARRY (STONE CHIPS BOULDER AND SAND) ON HEAD LOAD TO A DISTANCE OF 100 M AND BEYOND 100M AND UPTO 500M | M3 |
| ACT368 | PIT MAKING | CUBIC NMETRE |
| ACT369 | LAND PREPARATION | SQFT |
| ACT370 | SPREADING AND CONSOLIDATION WITH HAND ROLLER WITH MATERIALS SUPPLIED ETC. | SQM |
| ACT371 | FILLING EMPTY GUNNY BAGS WITH DRY EARTH, SAND STICHING THE BAGS CARRYING AND ARRANGING PROPERLY WITH A LEAD OF 60 MTR. | BAGS |
| ACT372 | CARRYING THE SAND BAGS PROPERLY AND ARRANGE AS PER DIRECTION WITHIN A LEAD OF 30 MTR. | BAGS |
| ACT373 | LABOUR FOR LOOSE BOULDER APRON INCLUDING CARRYING BOULDER FROM STACKS ARRANGING HAND PACKING THE SAME ETC. COMPLETE | CUM. |
| ACT374 | LAYING EDGING INCLUDING PREPARATION OF BED HAND PACKING, FIXING IN POSITION BACKFILLING WITH DEPARTMENTAL BRICKS STONES SUPPLIED | M |
| ACT375 | LABOUR FOR NEAT CEMENT PUNNING | M2 |
| ACT376 | CONSUMPTION OF MATERIALS- FOR CRM PLASTER CC WORKS PUNNING | M3 |
| ACT377 | SURKHI SAND LIME CEMENT PLASTER WORK WITH THE MATERIALS SUPPLIED | M2 |
| ACT378 | CARRAIGE OF CONSTRUCTION MATERIALS FROM A NERA BY QUARRY HEAD LOAD TO DISTANCE OF 100M BEYOND ORIGINAL LEAD 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 QUARRY ON HEAD LOAD | M3 |
| ACT381 | PLY WOOD | SQFT |
| ACT382 | ROYALTY FOR BOULDER | RS |
| ACT383 | IIRON ROAD | KG |
| ACT384 | IRON ROD | KG |
| ACT385 | LABOUR FOR NEAT CEMENT PUNNING M2 | M2 |
| ACT386 | PROVISION FOR CRECHE SUPERVISOR | MANDAYS |
| ACT387 | PROVIDING AND LAYING CEMENT CONCRETE M20 WITH REINFORCEMENT | M3 |
| ACT388 | PROVIDING AND LAYING CEMENT CONCRETE M15 WITH OR WITHOUT REINFORCEMENT | M3 |
| ACT389 | 12MM DIA BAR LAYING STEEL REINFORCEMENT IN RCC | KG |
| ACT390 | LABOUR FOR SHUTTERING WITH CENTERING NECESSARY | KG |
| ACT391 | MAKING V SHAPE DRAIN IN HILL AREAS OR IN CUTTING WITH DRY BOULDERS ETC.. | M |
| ACT392 | EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN | M3 |
| ACT393 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGGING | M3 |
| ACT394 | CEMENT PLASTER WORK 20MM THICKNESS | M2 |
| ACT395 | LABOUR FRO NEAT CEMENT PUNNING M2 | M2 |
| ACT396 | CARRIAGE OF CEMENT BAGS | BAGS |
| ACT397 | SKILLED LABOUR | MANDAYS |
| ACT398 | SUPERVISOR | MANDAYS |
| ACT399 | DISPLAY BOARD AT WORK SITE | NOS |
| ACT400 | SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITE | MTSQ |
| ACT401 | EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SOILS WITHIN DIFFERENT LEAD AND LEVELING DRESSING ETC AS REQUIRED, COMPLETE | MTCU |
| ACT402 | EARTH WORK IN FILLING IN FOUNDATION AND TRENCHES UP TO FLINT. EXCAVATION EARTH. SAME AS EARTHWORK. BACK SIDE OF WALL | MTCU |
| ACT403 | DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5 M. | MTCU |
| ACT404 | LAYING SOILING TO PROPER CAMBER, HAND PACKING SPREADING POWDERED EARTH IN THE INTERSTICS WITH BOULDER CARRYING FROM RAMBI RIVER BED............. | MTSQ |
| ACT405 | MAKING V SHAPED DRAIN IN HILL AREAS ROAD OR IN CUTTING WITH DRY BOULDER INCLUDING PLACING POWERED EARTH IN THE SURFACE AND IN THE SIDE OF THE DRAIN PROPERLY | M |
| ACT406 | CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT (1.3.6).......... | MTCU |
| ACT407 | LABOUR FROM SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M. USING APPROVED STOUT PROPS AND THICK HARD WOOD PLACKS OF APPROVED THICKNESS WITH REQUIRED BRACHING INCLUDING FITTING................. | MTSQ |
| ACT408 | 12 MM THICK SAND CEMENT PLASTERS WORK WITH MATERIALS SUPPLIED AT WORK SITE | MTSQ |
| ACT409 | LABOUR FOR NEAT CEMENT PUNNING WORK SAME AS PLASTERING | MTSQ |
| ACT410 | COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING | MTCU |
| ACT411 | CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEARBY QUARRY ROAD POINT BY HEAD LOAD UP TO WORK SITE. | MTSQ |
| ACT412 | CARRIAGE OF CEMENT UP TO WORK SITE 155 BAGS RS. 20 BAGS | BAGS |
| ACT413 | PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING........ | MTSQ |
| ACT414 | SURKHISANDLIME CEMENT PLASTER WORK WITH MATERIALS | M2 |
| ACT415 | NEAT CEMENT PUNNING........ETC | M2 |
| ACT416 | FENCING &; LAND PREPARATION | KATHA |
| ACT417 | LAND PREPARATION FOR ONE SEASON | KATHA |
| ACT418 | IRRIGATION CANAL &; COMMUNICATION | KATHA |
| ACT419 | PLANTING OF SEEDLING | KATHA |
| ACT420 | MANUAL IRRIGATION | KATHA |
| ACT421 | PIT MAKING FOR VERMI-COMPOST | KATHA |
| ACT422 | MAINTENANCE OF PIT FOR VERMI-COMPOST-1 PIT FOR ORGANIC 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 OF TEREES NOT EXCEDING 1 METER) | NOS |
| ACT426 | PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING THROATTING, NOSING AND DRIP COURSE WHERE NECESSARY. | MTSQ |
| ACT427 | SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATION TRENCHES PLINTH ETC. | M3 |
| ACT428 | SURFACE DRESSING OF THE GROUND INCLUDING REMOVING VEGETATION UNEQUALITIES ETC | M2 |
| ACT429 | SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES REMOVAL OF OTHER VEGETATION ETC. | M2 |
| ACT430 | FILLING EMPTY GUNNY BAGS WITH DRY EARTH OR SAND STITCHING BAGS... | BAGS |
| ACT431 | LAYING, EDGING INCLUDING PREPARATION OF BED , AND HAND PACKING WITH HARD BOULDERS | R.M. |
| ACT432 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STACGING USING APPROVED STOUT PROPS..ETC | M2 |
| ACT433 | REINFORCEMENT FOR REINFORCE CONCRETE WORK IN ALL SORTS 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 AT SITE...ETC | M2 |
| ACT436 | LABOUR FOR NEAT CEMENT PUNNING....ETC | M2 |
| ACT437 | MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITH DRY BOULDERS ETC... | R.M. |
| ACT438 | MAKING SAUSAGE (GABION) WORK BY FILLING BOULDERS OBTAINED 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 ABOVE EXCLUDING REINFORCEMENT, SHUTTERING.... | M3 |
| ACT442 | EARTHWORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING, RAMMING ETC. | M3 |
| ACT443 | SAND (LOCAL RIVER) WORK IN FILLING IN FOUNDATION TRENCHES PLINTH ETC.. | M3 |
| ACT444 | FENCING AND LAND PREPARATION | MANDAYS |
| ACT445 | IRRIGATION CANAL AND COMMUNICATION | MANDAYS |
| ACT446 | MANUAL IRRIGATION | MANDAYS |
| ACT447 | NURSING OF CROPS &; SPRAYING OF INSECTICIDE ETC | MANDAYS |
| ACT448 | HARVESTING | MANDAYS |
| ACT449 | PIT ALIGNMENT | MANDAYS |
| ACT450 | PIT MAKING =18 NOS. (2 FT X 2FT X 2FT) | MANDAYS |
| ACT451 | CARRYING OF SEEDLING 18 NUMBER | MANDAYS |
| ACT452 | APPLICATION OF ORGANIC MANURE 18 NUMBER | MANDAYS |
| ACT453 | EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FOR MIXED MEDIUM HARD SOIL WITH SOFT MORRUM, HARD EARTH, KANKAR ETC. INCLUDING REMOVING, STACKING AND DRESSING ETC. WHEN NECESSARY. LEAD UPTO 80 FT, LIFT UPTO 5 FT. | CFT |
| ACT454 | LAYING OF HUME PIPE SETTING COLLAR INCLUDING PREPARATION OF BED WITH EARTH CUSHION WITH MATERIALS SUPPLIED AT SITE | MT |
| ACT455 | CREACH LABOUR | NOS |
| ACT456 | COLLECTION AND BREAKING OF BOULDERS FROM SURFACE,OR DIGGING TO GROUND AND STACKING IT PROPERLY. | M3 |
| ACT457 | CARRIAGE OF SAND ON HEAD LOAD.... | M3 |
| ACT458 | CARRIAGE OF BOULDERS ON HEAD LOAD ETC....... | M3 |
| ACT459 | CARRIAGE OF SAND ON HEAD LOAD ETC.... | M3 |
| ACT460 | CARRIAGE OF CEMENT ON HEAD LOAD ETC.... | M3 |
| ACT461 | BOX CUTTING IN ROAD EMBANKMENT | MANDAYS |
| ACT462 | SPREADING AND CONSOLIDATION WITH POWER ROLLER | MANDAYS |
| ACT463 | BREAKING OF BRICK BATS INCLUDING STACKING | MANDAYS |
| ACT464 | EARTH WORK IN EMBANKMENT | MANDAYS |
| ACT465 | CARRIAGE OF CEMENT ON HEAD LOAD ETC.... | M3 |
| ACT466 | FIRST AID BOX | NOS. |
| ACT467 | CREACH LABOUR. | MDS |
| ACT468 | CREACH LABOUR.. | MDS |
| ACT469 | WATER CARRIER. | MDS |
| ACT470 | FILLING UP GHOGES AND RAIN CUT OF RTP EXTN. EMBANKMENT | M3 |
| ACT471 | EARTHWORK FOR STRENGTHENING THE EMBANKMENT | M3 |
| ACT472 | CUTTING OF TREES | NOS |
| ACT473 | LAYING OF V - SHAPE DRAIN | MTS. |
| ACT474 | F.A. BOX | 1 |
| ACT475 | SAND C.FT | 1 |
| ACT476 | CEMENT ACC | 1 |
| ACT477 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN ETC.............. | M3 |
| ACT478 | LAYING STONE SOILNG TO PROPER CAMBER, HAND PACKING....ETC | M2 |
| ACT479 | PLUMB CONCRETE (136) WITH 20MM DOWN CHIPS AND 60PERCENT BOULDERS | M3 |
| ACT480 | LABOUR FOR SHUTTERING WITH HARD WOODEN PLANKS......ETC | M2 |
| ACT481 | COLLECTION AND BREAKING OF BOULDERS ETC.... | M3 |
| ACT482 | COLLECTION AND BREAKING OF STONE CHIPS ETC........ | M3 |
| ACT483 | CARRIAGE OF BOULDERS ON HEAD LOAD.... | M3 |
| ACT484 | CARRIAGE OF CEMENT ON HEAD LOAD.... | BAGS |
| ACT485 | CARRIAGE OF SAND ON HEAD LOAD....ETC | M3 |
| ACT486 | CARRIAGE OF STONE CHIPS...ETC | M3 |
| ACT487 | LABOUR FRO REINFORCEMENT FOR R.C.C. WORKS ....... | KG |
| ACT488 | BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THE SPOILS AND SPREADING OVER ON THE SHOULDER AND CONSOLIDATING AND DRESSING SUB GRADE TO CORRECT AND GRADE | SQM |
| ACT489 | SPREADING AND CONSOLIDATION WITH MATERIALS SUPPLIED AT THE SITE(LOOSE THICKNESS OF RBM 0.075M) | SQM |
| ACT490 | LABOUR COST FOR HARD ROCK CUTTING ETC. ALL COMPLETE. | M3 |
| ACT491 | SKILLED TECHNICAL PERSON | NO |
| ACT492 | BED PREPARATION FOR SEEDLINGS | MANDAYS |
| ACT493 | IRRIGATION CHANNEL AND COMMUNICATION | MANDAYS |
| ACT494 | PLANTING OF SEEDLINGS | MANDAYS |
| ACT495 | PIT MAKING FOR VERMICOMPOST | MANDAYS |
| ACT496 | MAINTENANCE OF PIT FOR VERMICOMPOST | MANDAYS |
| ACT497 | PIT FOR ORGANIC MANURE | MANDAYS |
| ACT498 | WEEDING | MANDAYS |
| ACT499 | NURSING OF CROPS AND SPRAYING OF INSECTICIDE ECT | MANDAYS |
| ACT500 | PIT MAKING | MANDAYS |
| ACT501 | CARRYING OF SEEDLING | MANDAYS |
| ACT502 | APPLICATION OF ORGANIC MANURE | MANDAYS |
| ACT503 | EARTHWORK IN EXCAVATION FOR EMBANKMENT TANK FOR MIXED MEDIUM HARD SOIL WITH SOFT MORRUM,HARD EARTH, KANKAR ETC. INCLUDING REMOVING , STACKING AND DRESSING ETC. WHEN NECESSARY. LEAD UPTO 80FT, LIFT UPTO 5 FT. | CFT |
| ACT504 | LAYING OF HUME PIPE &; SETTING COLLAR INCLUDING PREPARATION OF BED WITH EARTH CUSHION WITH MATERIALS SUPPLIED AT SITE. | MT |
| ACT505 | LABOUR CHARGE FOR SHUTTERING | M2 |
| ACT506 | CEMENT AND SAND PLASTER 15MM THICK WITH 1-4 | M2 |
| ACT507 | LABOUR FOR FITTING AND FIXING G. S. PIPE WITH NECESSARY PARTS ETC. | MTS |
| ACT508 | EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADS IN HILLY TRACKS A) MIX SOIL | M3 |
| ACT509 | EARTHWORK IN EXCAVATION TO MAKE FORMATION OF ROADS IN HILLY TRACKS B) HARD SOIL | M3 |
| ACT510 | FIRST TIME WEEDING ,CLEANING &; MULCHING | PER SEEDLING |
| ACT511 | SECOND TIME WEEDING ,CLEANING &; MULCHING | PER SEEDLING |
| ACT512 | THIRD TIME WEEDING ,CLEANING &; MULCHING | PER SEEDLING |
| ACT513 | GAP FILLING WITH POTTED SEEDLING FROM NURSERY TO PLANTATION SIDE. | PER 100 SEEDLING |
| ACT514 | WATCHMAN | DAY |
| ACT515 | WATER CARRIER | 75 USK |
| ACT516 | CHILD CARRIER | 75 USK |
| ACT517 | IRRIGATION CHANNEL | MANDS |
| ACT518 | MANUAL IRRGATION | MANDS |
| ACT519 | NURSING OF CROPS AND SPRAYING OF INSECTICDE ETC | MANDYS |
| ACT520 | SURVEY &; DEMACATION | MD |
| ACT521 | INITIAL CLEANING PLANTATION SITE BY CUTTING BUSHES, WEEDS &; REMOVING THE SAME | MD |
| ACT522 | DIGGING PLANTATION PITS OF SIZE* 0.45X0.45MX0.30M I.E. 1.5FT X 1.5FT X1FT=2.25CFT X1600PITS=3600CFT/88CFT=36 MD (FOR LOOSE &; SOFT SOIL, DIGGING EARTH FOR MALE 88CFT=1 MD)THIS IS AS PER ORDER NO.RD/P/NREGA/18-09/06 DATED 19TH OCTOBER/2006 | MD |
| ACT523 | FILLING PLANTATION PITS WITH BASAL DOSE APPLICATION 20 DAYS BEFORE PLNTATING (50 GRAM PER PIT) | MD |
| ACT524 | PLANTING POTTED SEEDLING INCLUDING CARRIAGE FROM NURSERY. | MD |
| ACT525 | LIVE FENCING BY SOWING SEEDS OF BABLA/KHARI/BOGA MEDULLA/CUTTING OF IPOMEA. | MD |
| ACT526 | FILLING UP VACANCIES BY PLANTING POTTED SEEDLINGS | MD |
| ACT527 | 1ST CLEANING,MULCHING WITH FERLIZER | MD |
| ACT528 | 2ND CLEANING, MULCHING WEEDING ETC. | MD |
| ACT529 | 3RD CLEANING, MULCHING WEEDING ETC. | MD |
| ACT530 | BIOLOGICAL PROTECTION OF PLANTATION BY ENGAGING MAZDOOR FROM AUGUST TO JANUARY 6 MONTHS @1LABOUR/MONTH** | MD |
| ACT531 | LOOSE ANG SOFT SOIL WITH MOORUM, LEAD UPTO 80 FT LIFT UPTO 5 FT (UPTO 2 FT DEPTH FROM GL) | CFT |
| ACT532 | MIXED MEDIUM HARD SOIL WITH MOORUM, KANKAR, PEBBLES, LEAD UPTO 80 FT LIFT UPTO 5FT (NEXT 2 FT 4 FT DEPTH FROM GL) | 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 8 FT UPTO 11.5 FT (8 FT DEPTH GL) | CFT |
| ACT535 | HARD SOILLATERITIC SOIL, LEAD UPTO 80 FT LIFT BEYOND 8 FT UPTO 11.5 FT ( 10 FT DEPTH GL) | CFT |
| ACT536 | FINE SAND LOCAL RIVER WORK IN FILLING IN FOUNDATION TRENCHES OF PLINTH ETC.IN LAYER NOT EXCEEDING 150MM INCLUDING WATERNING AND RAMMING ETC. | MANDAYS |
| ACT537 | FINE DRESING AND CHILCHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OF EMBANKMENT | MANDYAS |
| ACT538 | SEMI SKILLED | MANDAYS |
| ACT539 | SEMISKILLED FOR SUPERVISION AND ALLIED FACILITIES (USL) | MANDAYS |
| ACT540 | UN SKILLED | MANDAYS |
| ACT541 | MANDAYS REQUIRED FOR FILLING THE LOWLAND AND LAND DEVELOPMENT, LIFT UPTO 5FT AND LEAD BEYOND 160 UPTO 240 FT. | MD |
| ACT542 | MANDAYS REQUIRED FOR MAKING SPOIL BANK WHEN LIFT BEYOND 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 IN LOOSE SOFT SOIL | CFT |
| ACT546 | FINE DRESSING CHILCHALING WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OF | SFT |
| ACT547 | MOORUM SPREADING AND CONSOLIDATION OF MOORUM WITH POWER ROLLER (8-10 TON) WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPRINKLING POWDERED EARTH (INCLUDING SHOULDER) | M3 |
| ACT548 | LAYING OF HUME PIPE AND SETTING COLLAR INCLUDING PREPRATION OF BED WITH EARTH CUSHION WITH SUPPLIED. | M3 |
| ACT549 | SUPPLYING GOOD QUALITY MOORUM AT LEAD OF 20 KM INCLUDING COLLECTING, CARRING, LOADING, UNLOADING AND STAKING AT REGULAR INTERVALS | M3 |
| ACT550 | CONSOLIDATION BY POWER (8-10 TON) OF COMPACTED THICKNESS OF MOORUM | TON |
| ACT551 | ENGAGING OF MAJDUR FOR PROTECTION OF PLANTS | MANDAYS |
| ACT552 | USING OF 20MM SIZE STONECHIPS FOR PERPARE CEMENT CONCRETE [1:3:6] INCLUDING ALL COST CONVEYANCETAXES,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 | MD |
| ACT556 | IRRIGATION OF MANUAL | MD |
| ACT557 | PIT FOR VERMICOMPOST, ORGANIC MANURE WEEDING | MD |
| ACT558 | CREACH SUPERVISOR | MDS |
| ACT559 | SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITE ETC. | SQM |
| ACT560 | BRICK WORK WITH 1ST CLASS BRICK IN CEMENT MORTAR IN FOUNDATION. | CUM |
| ACT561 | BED PREPARATION FOR SEEDING | MD |
| ACT562 | IRRIGATION CHANEL AND COMMUNICATION | MD |
| ACT563 | PLANTING OF SEEDING | MD |
| ACT564 | HARVESTING, SEEDING &; LAND PREPARATION | MD |
| ACT565 | SEMI SKILLED LABOUR (SUPERVISOR, PREPARATION OF MUSTER ROLL OF 25 NOS. OF USK LABOUR AND TAKING MEASUREMENT IN RESPECT OF VOLUMN OF WORK AND PREPARED MEASUREMENT SHEET IS RESPECT OF MEASUREMENT) | NO |
| ACT566 | TILE PILLING WORK | MD |
| ACT567 | RISING SEEDLING | NOS. |
| ACT568 | CARRIAGE OF SEEDLING | NO. |
| ACT569 | LABOR FOR CHILD CARE | NO |
| ACT570 | POMEGRANATE | NO |
| ACT571 | APPLE KOOL | NOS. |
| ACT572 | BANANA | NOS. |
| ACT573 | MEHAGINI | NOS. |
| ACT574 | AKASHMONI | NOS. |
| ACT575 | SHISHU | NOS. |
| ACT576 | DRAIN WORK (SOLING FLAT SIDE) | M2 |
| ACT577 | PROVISION FOR DISPLAY BOARD AT WORK SITE | NOS. |
| ACT578 | PERMANANT DISPLAY BOARD | NOS. |
| ACT579 | PERMANENT DISPLAY BOARD | NOS. |
| ACT580 | DE-WATERING | NOS. |
| ACT581 | SHRUB CLEARENCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHER VEGETATION AND CLEARING THE SITE AT THE RATE 50MANDAYS PER HACTER | HECTEARE |
| ACT582 | PILLING WORK WITH BETUMEN DRUM. | SQM |
| ACT583 | HIRE CHARGE FOR VIBRATOR. | PER HOUR |
| ACT584 | APPLYING OF ORGANIC MANURE, LIME, INSECTISIDE, NYLON NET ETC. FOR PLANTATION. | KG |
| ACT585 | DIGGING PITS (1.0MX1.0M X 1.0M 1.75CUM MANDAYS | MANDAYS |
| ACT586 | FILLING PLANTING PITS WITH APPLICATION OF ORGANIC MANURE WITH ORDINARY SOIL | MANDAYS |
| ACT587 | FITTING &; FIXING OF DOOR &; WINDOW WITHTOWER BOLT, ALUMINIUM SIDING BOLT, PVC WHEEL FOR ALUMINIUM SECTION &; STAR LOCK FOR ALUMINIUM SECTION . | NO |
| ACT588 | FITTING &; FIXING OF DOOR BY PROFILE TYPE OF GATE | SQM |
| ACT589 | FITTING &; FIXING OF DOOR &; WINDOW WITH ALUMINIUM SECTION 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 | KG |
| ACT594 | ORNAMENTAL VERTICAL POST FOR STAIR RAILING | NO |
| ACT595 | PILLING | CUM |
| ACT596 | SUPPLYING EUC BULLAH INCLUDING SIZING AND SHARPENING ENDS FOR DRIVING AND DRESSING THE OTHER. BIGGER DIAMETERE ABOVE SPECIFIED SIZES IF SUPPLIED SHALL BE PAID AT SPECIFIED DIAMETER (MEASUREMENT OF DIAMETERE OF BULLAH WILL BE AT 1/3RD FROM THICKER END AND WITHOUT BARK) WITHIN INITIAL DISTANCE OF 40 KM. IV) 17.50 CM. AV. DIAMETRE | NO |
| ACT597 | EXTRA RATE FOR LENGTH ABOVE 6 METRES - SUPPLYING EUC BULLAH INCLUDING SIZING AND SHARPENING ENDS FOR DRIVING AND DRESSING THE OTHER. BIGGER DIAMETERE ABOVE SPECIFIED SIZES IF SUPPLIED SHALL BE PAID AT SPECIFIED DIAMETER (MEASUREMENT OF DIAMETERE OF BULLAH WILL BE AT 1/3RD FROM THICKER END AND WITHOUT BARK) WITHIN INITIAL DISTANCE OF 40 KM. IV) 17.50 CM. AV. DIAMETRE | RM |
| ACT598 | LABOUR FOR DRIVING EUC OR SAL BULLAH PILES BY MONKEY, IN ALL SORTS OF SOIL INCLUDING SHARPENING DRIVING POINT PROTECTING TO TOP END, AND INCLUDING HIRE CHARGES FOR STAGING AND ALL EQUIPMENTS.II. WHERE BOATS ARE NECESSARY.D) 17.50 CM. AV. DIAMETRE. | RM |
| ACT599 | SUPPLYING &; FITTING FIXING WITH IRON NAILS HALF SPLIT EUC WAILING PIECES AND CROSS PIECES ETC. COMPLETE WITH COST OF ALL MATERIALS AND WIDTH OF THICKER END. I) ABOVE 15 CM. | RM |
| ACT600 | EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANY DISTANCE. (90 KM EXTRA) IV) 17.50 CM. DIA | RM |
| ACT601 | EXTRA CARRIAGE OF EUC BULLAH ABOVE 40 K.M TO ANY DISTANCE. (90 KM EXTRA) V) 15.00 CM. DIA | RM |
| ACT602 | EXTRA RATE FOR CARRIAGE OF BULLAH ONLY(DIAMETRE 15 CM AND ABOVE) BY HAND CART, VAN RICKSHAW TROLLY HEAD LOAD OR FOR WORKS INVOLVED AT A FERRY CROSSING WHERE TRUCKS ARE NOT ACCESSIBLE TO THE WORK SITE INCLUDING LOADING AND UNLOADING. A) FOR LEAD BEYOND 30 M &; UPTO 1000 M. | RM |
| ACT603 | MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOO OF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACH A) WHERE BOATS ARE NECESSARY | EACH |
| ACT604 | MAKING CUBICAL BAMBOO PORCUPINE CAGES WITH BAMBOO OF 50 MM TO 75 MM. DIA, HAVING LENGTH OF 2 METRES EACH B) WHERE BOATS ARE NOT NECESSARY | EACH |
| ACT605 | SUPPLYING DRESSING AND STACKING BAMBOO PINS (DIA TO BE 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 BAMBOO WAILING PIECES (DIA. OF BAMBOO NOT LESS THAN 5 CM.) | RM |
| ACT608 | SUPPLYING 2ND HAND CEMENT PLOY BAGS IN GOOD CONDITION DELIVERED AND STACKED. | EACH |
| ACT609 | FILLING POLLY BAGS WITH ALL KINDS OF EARTH (WET OR DRY) INCLUDING SEWING AFTER FILLING AND PLACING IN POSITION WITHIN AN INITIAL LEAD OF 150 METRE. | EACH |
| ACT610 | EXTRA RATE FOR ITEM NO. 10 FOR EACH ADDITIONAL LEAD OF (I) METRES OR PART THEREOF OVER INITIAL LEAD OF 150METRES. 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 AND SPRIKLIN POWDERED EARTH ( EXCLUDINGSUPPLIED AT SITE INCLDING 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 AND SPRIKLIN POWDERED EARTH. THICKNESS COMPACTED ABOVE 10CM UPTO 15CM . WITH LATERITE BOULDER . | M2 |
| ACT614 | BOX CUTTING IN ROAD EMBANKMENT AND REMOVING THE SPOILS AND SPREAD OVER THE SOULDER AND CONSOLIDATING AND DRESSING SUB GRADE TO CORRECT CAMBER AND GRADE. DEPTH OD CUTTING UPTO 15CM. | M2 |
| ACT615 | SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVAL OF OTHERVEGETATION AND CLEARING THE SITE. | M2 |
| ACT616 | EARTH WORK IN EXCAVATION FOR ROAD EMBAKMENT . ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE. LEAD BEYOND 160FT UPTO 240FT. AND LIFT UPTO 5 FT. | CFT |
| ACT617 | MANGO | PCS |
| ACT618 | GUAVA | PCS |
| ACT619 | LEMON | PCS |
| ACT620 | AMLAKI | PCS |
| ACT621 | LICHI | PCS |
| ACT622 | MEDIUM SAND | CUM. |
| ACT623 | STONE CHIPS 20 MM DOWN | CUM. |
| ACT624 | HIRE SHUTTERING INCLUDING NAILS | SQM |
| ACT625 | BAMBOO | NOS. |
| ACT626 | EMPTY CEMENT BAGS | NOS. |
| ACT627 | HIRE CHARGES FOR MIXTURE MACHINE INCLUDING 1 OPERATOR | 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 | NO |
| ACT634 | PERMANANT DISPLAY BOARD AT WORK SITE | NOS. |
| ACT635 | 1. TURFING WITH SODS IN THE EMBANKMENT SLOPE AND SOLDER INCLUDING COLLECTION SODS. (M2) | M2 |
| ACT636 | 2. MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTION. (NOS) | NOS |
| ACT637 | 3. CARRYING THE SAND BAGS TO THE SITE OF WORK AND DUMPING AS PER DIRECTION WITHIN LEAD OF 30 M | BAGS |
| ACT638 | 4. REMOVAL OF WATER HYACINTH | M2 |
| ACT639 | 5. BAILING OUT WATER FROM POND, DRAIN ETC. | M3 |
| ACT640 | 6. PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE. | MTR |
| ACT641 | 5. BAILING OUT WATER FROM POND, DRAIN ETC | M3 |
| ACT642 | 7. EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME) | M2 |
| ACT643 | BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING ETC | M3 |
| ACT644 | 125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING ETC. COMPLETE | M2 |
| ACT645 | 10. 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC. COMPLETE | M2 |
| ACT646 | 11. LABOUR FOR NEAT CEMENT PUNNING | M2 |
| ACT647 | 12. RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN. DISTANCE CARRIED UP TO 2 KM | M3 |
| ACT648 | 13. MATERIALS – HIRE CHARGE OF MIXTURE MACHINE | PER HOUR/DAY |
| ACT649 | 14. MATERIALS – HIRE CHARGE OF VIBRATOR MACHINE | PER HOUR/DAY |
| ACT650 | 15. TAKING OUT SLUICE GATE DRAW SHUTTERS AND GEARING ARRANGEMENTS, PEDESTAL AND REFITTING THE SAME WITH NEW NUTS AND BOLTS WHERE NECESSARY | NOS |
| ACT651 | 16. TAKING OUT SLUICE GATE FLAP SHUTTERS AND HOISTING ARRANGEMENTS AND REFITTING THE SAME WITH NEW NUTS AND BOLTS WHERE NECESSARY | NOS |
| ACT652 | 17. REPLACING GEAR ROD BY A NEW MS GEAR ROD THREADED LENGTH AS REQUIRED AND FITTING, FIXING IN POSITION WITH SCREW GEARING ARRANGEMENT FOR OPERATING THE DRAW SHUTTER INCLUDING TAKING OUT OLD GEAR ROD BY CUTTING BOLTS ETC. COMPLETE INCLUDING RETURNING THE OLD MATERIALS DEPARTMENTAL GODOWN AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. | MM |
| ACT653 | 18. REPLACING GM BUSH EXCLUDING SCREW GEARING ARRANGEMENT BY A NEW GM BUSH, BASE PLATE, LOCKING ARRANGEMENT ETC. AND FITTING WITH THE HANGING ARRANGEMENT OF DRAW SHUTTER WITH SCREW GEARING ARRANGEMENT AND GM BUSH ETC. COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE | MM |
| ACT654 | 19. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF SPECIFIED THICKNESS, ANGEL STIFFENERS(65MM X 65MM X 6MM) OR OF DIRECTED SIZE AT AND INTERVAL OF 90 CM BOTH WAYS INCLUDING TAKING OUT THE OLD ONE, FITTING, FIXING, WELDING, RIVETING, FABRICATING THE SAME WITH THE COST OF PRIMER COMPLETE, INCLUDING RETURNING THE OLD MATERIALS TO THE DEPARTMENTAL GODOWN AS PER DIRECTION OF THE ENGINEER-IN-CHARGE | MM |
| ACT655 | 20. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF SPECIFIED THICKNESS, ANGEL STIFFENERS(65MM X 65MM X 6MM) OR OF DIRECTED SIZE AT AND INTERVAL OF 90 CM BOTH WAYS INCLUDING FITTING, FIXING, WELDING, RIVETING, FABRICATING THE SAME WITH THE COST OF PRIMER COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE | MM |
| ACT656 | 21. REPLACING OLD DRAW SHUTTER BY SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF REQUIRED THICKNESS, FRAME MADE OF APPROVED SECTION &; REQUIRED SIZE, ANGEL OR TEE STIFFENERS OF SIZES PLACED BOTH WAYS AS PER DIRECTION OF THE ENGINEER-IN-CHARGE AS PER DRAWING INCLUDING TAKING OUT THE OLD ONE, FITTING, FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLT ETC. WITH A COAT OF THE PRIMER. (THE OLD GATE IS TO BE HANDED OVER TO THE DEPARTMENT AS PER DIRECTION OF THE ENGINEER-IN-CHARGE.) | NOS |
| ACT657 | 22. SUPPLYING A NEW DRAW SHUTTER WITH SKIN PLATE OF REQUIRED THICKNESS, FRAME MADE OF APPROVED SECTION &; REQUIRED SIZE, ANGEL OR TEE STIFFENERS OF SIZES PLACED BOTH WAYS AND AS PER DRAWING INCLUDING FITTING, FIXING, WELDING, RIVETING, FABRICATING WITH NUTS BOLT ETC. WITH A COAT OF THE PRIMER AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. | NOS |
| ACT658 | 23. SUPPLYING, FITTING AND FIXING MS BASE PLATE OF SIZE 20CM. X 20CM X 2.5CM WITH NECESSARY DRILLED HOLES OF REQUIRED DIA. FOR FIXING WITH TOP RUNNER AND ONE OF REQUIRED DIA. AT CENTER FOR LIFTING SCREW ROD AND PROVIDING WITH 16MM DIA. NUTS AND BOLTS COMPLETE INCLUDING PAINTING WITH ONE COAT OF RED LEAD PRIMER. | NOS |
| ACT659 | 24. SUPPLYING, FITTING AND FIXING CAST IRON WHEEL (AFTER TAKING OUT EXISTING ONE IF NECESSARY) RIM MATE OF 28MM TO 36MM DIA TO FIT ANY SIZE OF GEAR ROD INCLUDING CARRIAGE TO SITE AS PER DIRECTION INCLUDING PAINTING WITH A COAT OF BITUMINOUS PAINT OVER A COAT RED LEAD PRIMER. | CM |
| ACT660 | 25. SUPPLYING AT SITE ALLOY STEEL BUSH FOR GEAR OF MS REGULATOR SHUTTER INCLUDING FITTING AND FIXING THE SAME IN CI WHEEL WITH BEARING AND NECESSARY LUBRICANT INCLUDING CUTTING INTERNAL THREAD IN THE BUSH AS NECESSARY INCLUDING COST OF ALL MATERIALS, TOOLS, LABOURERS AND CARRIAGE TO SITE COMPLETE OF SPECIFIED DIAMETER AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. | MM |
| ACT661 | 26. SUPPLYING, FITTING AND FIXING IN POSITION RUBBER SEAL ARRANGEMENTS WITH MUSICAL NOTE HARMONIC “J†TYPE FOR MAKING WATER TIGHT IN BOTH OF AND DOWN STREAM OF DRAW SHUTTER AS WELL AS FLAP SHUTTER INCLUDING GUIDE PATHS ADDITIONAL MS FLATS, BOLTS AND NUTS FOR FIXING RUBBERS SEAL IN POSITION INCLUDING FABRICATION COAT, CARRIAGE OF ALL MATERIALS TO SITE COMPLETE AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. | MM |
| ACT662 | 27. SUPPLYING, FITTING AND FIXING GUIDE CHANNEL FABRICATED BY MS CHANNEL OF SPECIFIED SIZE INCLUDING FITTING AND FIXING ANCHOR BY MS FLAT BAR OF SIZE 25MM X 6MM X 150MM LONG BIFURCATED AT ONE END WELDED AT THE OTHER END WITH THE GUIDE CHANNEL AT AN INTERVAL 2000MM, AND ALL OTHER COMPONENTS AS REQUIRED INCLUDING PAINTING BY ONE COAT OF RED LEAD PRIMER OF APPROVED MAKE AND BRAND. | MM |
| ACT663 | 28. SUPPLYING, FITTING AND FIXING TOP RUNNER FABRICATED BY MS CHANNEL OF SPECIFIED SIZE FITTING FIXING BY 2 NOS. ANCHOR OF MS FLAT BAR OF SIZE 25 MM X 6MM X 150MM BIFURCATED AT ONE END AND WELDED THE OTHER END WITH TOP RUNNER AND PROVIDING WITH REQUIRED DRILLED HOLES OF REQUIRED DIA. FOR BASE PLATE AND ALL OTHER COMPONENT AS REQUIRED INCLUDING CARRIAGE OF ALL MATERIALS TO SIZE COMPLETE INCLUDING PAINTING ONE COAT OF RED LEAD PEIMER OF APPROVED MAKE AND BRAND. | M3 |
| ACT664 | 29. TAKING OUT RUNNER OF ANY SECTION INCLUDING CUTTING BOLTS AND NUTS, DISMANTLING EXISTING CONCRETE OR BRICKWORK 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 OF WATER,MIXING ETC. | MANDAYS |
| ACT668 | BENCH CUTTING IN HILLY TRACKS AND MAKING FORMATION OF ROAD INCLUDING REMOVING THE SURPLUS BOULDERS TO A DISTANCE OF 15M AND STACKING PROPERLY AS DIRECTED.... | MCU |
| ACT669 | EARTH WORK IN EXCAVATION IN FOUNDATION IN DIFFERENT SOIL INCLUDING REMOVING, SPREADING THE SPOILS WITH DIFFERENT LEAD AND LEVELING, DRESSING ECT. AS REQUIRED, COMPLETE | MCU |
| ACT670 | DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEAR BY STACKS WITHIN A LIFT OF 1.5M | MCU |
| ACT671 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTRESTICES WITH BOULDER CARRYING FROM RAMBI RIVER BED.... | MSQ |
| ACT672 | LAYING EDGING LINCLUDING PREPARATION OF BED HAND PACKING, FIXING IN POSITION BACK FILLING WITH COLLECTED BOULDER FROM DIFFERENT STACKS...... | M |
| ACT673 | CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT........ | MCU |
| ACT674 | MAKING V SHAPED DRAIN IN HILLY ROAD OR IN CUTTING WITH DRY BOULDERS INCLUDING PLACING POWDERED EARTH IN THE SURFACE AND IN THE SIDE OF THE DRAIN PROPERLY GRADED.... | MSQ |
| ACT675 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UP TO 4M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRESSING INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETING OF WORK.... | MSQ |
| ACT676 | PLASTER WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING CORNERS AS DIRECTED AND RACKING OUT JOINTS OF CONCRETE SURFACE INCLUDING THROATTING, NOSING AND DRIP COURSE WHERE NECESSARY,. | MSQ |
| ACT677 | COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA)... | MCU |
| ACT678 | CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM NEAR BY QUARRY, ROAD POINT, RIVER POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M. SAME AS COLLECTION UP TO WORK SITE. | MCU |
| ACT679 | CEMENT CARRIAGE | BAGS |
| ACT680 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN IN ALL SORTS OF SOIL INCLUDING REMOVING..................ETC | M3 |
| ACT681 | MISC. EXPENDITURE (FIRST AID BOX, TARPOLINE, BAMBOO BASKET, ETC) | PCS |
| ACT682 | MISC. EXPENDITURE (BAMBOO BASKET, FIRST AID BOX, TARPOLINE ETC.) | PCS |
| ACT683 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UPTO 1.50M..... | MCU |
| ACT684 | EARTHWORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING AND RAMMING ETC COMPLETE. | MCU |
| ACT685 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICES WITH BOULDER CARRYING FROM RAMBI RIVER BED..... | MSQ |
| ACT686 | DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN THE LIFT OF 1.5M... | MCU |
| ACT687 | CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT (1-3-6)... | MCU |
| ACT688 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS.... | MSQ |
| ACT689 | COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING (FOR HILLY AREA) | MCU |
| ACT690 | CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBY QUARRY, ROAD POINT, RIVER POINT ON HEADLOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M | MCU |
| ACT691 | FOR CEMENT CARRIAGE | BAGS |
| ACT692 | SHRUB CLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITE. | MSQ |
| ACT693 | BED PREPARATION FOR SEADING | MANDAYS |
| ACT694 | LAND PREPARATION FOR SEADING | MANDAYS |
| ACT695 | PLANTING FOR SEADING | MANDAYS |
| ACT696 | PIT MAKING FOR VERMICOMPAST | MANDAYS |
| ACT697 | MAINTENANCE OF PIT FOR VERMICOMPAST | MANDAYS |
| ACT698 | NURSING OF CROPS AND SPRAYING OF INSECTICIDES | MANDAYS |
| ACT699 | DIGGING PLANTING PITS IN RECTANGULAR SHAPE OF SIZE 1M X 1M X 1M = 1CUM X 625 NOS 625 M3 @ 1.76 CUM/MANDAYS = 355 NOS IN ORDINARY SOIL | MANDAYS |
| ACT700 | FILLING UP PLANTING PIT WITH ORDINARY SOIL | MANDAYS |
| ACT701 | SUPER VISE THE WORK(SSK) | MANDAY |
| ACT702 | DINKING WATER FACILITIES | NO |
| ACT703 | MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTION | NOS. |
| ACT704 | IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULD BE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT A VERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDE INCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. AS PER DIRECTION AND SPECIFICATION | MTR |
| ACT705 | PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE. | MTR |
| ACT706 | REINFORCEMENT FOR REINFORCED CONCRETE WORK | KG. |
| ACT707 | BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING ETC. | M3 |
| ACT708 | 125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING ETC. | SQM. |
| ACT709 | 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC.COMPLETE | SQM. |
| ACT710 | SAND WORK IN FILLING IN FOUNDATION TRENCHES OR PLINTH OR LOW LAND. | CUM. |
| ACT711 | MAKING POST (1 M TO 3 M LONG) OF BAMBOO OR SALBULLAH WITH ONE END CONICAL AS PER DIRECTION. | NOS. |
| ACT712 | LABOUR FOR TAKING OUT OLD BRICK-ON-EDGE EDGING INCLUDING REMOVING DEBRIES TO FLANK OR BERM. SORTING OUT SERVICEABLE MATERIALS AND STAKING. | MTR |
| ACT713 | IN THE BAMBOO PILLING BAMBOOS AND SALBULLAH SHOULD BE DRIVEN ABOUT ITS HALF LENGTH INTO THE GROUND AT A VERY CLOSE SPACING OF 15 CM. C/C BAMBOO SIDE BY SIDE INCLUDING NECESSARY BAMBOO TIES, STAYS, STRUTS ETC. AS PER DIRECTION AND SPECIFICATION. | MTR |
| ACT714 | PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE | MTR |
| ACT715 | TURFING WITH SODS IN THE EMBANKMENT SLOPE AND SOLDER INCLUDING COLLECTION SODS. | SQM. |
| ACT716 | MAKING POST (1 M TO 3 M LONG) OF BAMBOO WITH ONE END CONICAL AS PER DIRECTION | NOS. |
| ACT717 | CARRYING THE SAND BAGS TO THE SITE OF WORK AND DUMPING 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 DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED | MTR |
| ACT721 | EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME) | SQM. |
| ACT722 | BRICK WORK WITH ANY CLASS OF BRICKS WITH CEMENT MORTAR OR CINDER/ SURKI/SAND – LIME MORTAR INCLUDING RAKING OUT JOINTS SCAFFOLDING &; CURING. | CUM. |
| ACT723 | 125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING. | SQM. |
| ACT724 | 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING ETC. | SQM. |
| ACT725 | LABOUR FOR NEAT CEMENT PUNNING. | SQM. |
| ACT726 | RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN. DISTANCE CARRIED UP TO 2 KM. | NOS. OR CUM |
| ACT727 | LABOUR FOR TAKING OUT OLD SOLING INCLUDING REMOVING DEBRIES TO FLANK OR BERM, SORTING OUT SERVICEABLE MATERIAL &; STAKING | SQM. |
| ACT728 | PROTECTIVE WALLING TO RETAIN EMBANKMENT WITH DRUM SHEET OR BAMBOO WALLING PIECES INCLUDING CUTTING, FLATENING AND PERFORATING THE SHEET (EXCLUDING THE COST OF SHEET) SUPPLIED AT SITE. | MTR |
| ACT729 | EMBANKMENT PROTECTION WITH PITCHING WITH MATERIALS SUPPLIED AT SIDE (A GROUP OF 1 SKILLED AND 4 MAZDOOR TO WORK AT A TIME). | SQM. |
| ACT730 | DISMANTLING ALL TYPES OF MASONRY EXCEPT CEMENT CONCRETE PLAIN OR REINFORCED , STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD 75 M. | CUM. |
| ACT731 | DISMANTLING ALL TYPES OF PLAIN CEMENT CONCRETE WORKS, STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH WITHIN A LEAD OF 75M. | CUM. |
| ACT732 | LABOUR FOR LAYING OF BRICK KHOA OF ORDINARY BATS OF SIZE(38M X 63 MM) IN 100 MM LAYER FILLING IN GAPS WITH SMALL PIECES RAMMED AND COMPACTED AS DIRECTED WITH TRUE TO LEVEL AND GRADE. | CUM. |
| ACT733 | 25 MM THICK D.P.C (4:2:1) WITH STONE CHIPS 6 MM DOWN, DOUBLE CHEQUERED COMPLETE INCLUDING MIXING WATER PROOFING COMPOUND AS DIRECTED COMPLETE IN ALL RESPECT. | SQM. |
| ACT734 | GREY ARTIFICIAL STONE IN FLOOR, SKARTING, DADO, CHIPS (6 MM DOWN) LAID IN PANELS INCLUDING 3 MM THICK TOPPING INCLUDING LEAVELLING OFF CORNERS | SQM. |
| ACT735 | 125 MM THICK BRICK WORK WITH ANY CLASS OF BRICK WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM STACK WITHIN A DISTANCE OF 30 M. AND CURING, SCAFFING | SQM. |
| ACT736 | 75 MM THICK BRICK WORK WITH ANY CLASS OF BRICK AND WITH ANY TYPE OF MORTAR INCLUDING CARRIAGE OF MATERIALS FROM NEAR BY STACK WITHIN A DISTANCE OF 30M. AND CURING AND LABOUR FOR SCAFFING | SQM. |
| ACT737 | FLUSH POINTING OR RULE POINTING TO WALLS ETC. | SQM. |
| ACT738 | FINE DRESSING &; CHILCHALLING/ SURFACE DRESSING/ COMPACTING THE SUB-GRADE WORK INCLUDING BREAKING CLODS IN THE FORMATTING AND SIDE SLOPE OF EMBANKMENT AND IN CANAL BED TO REQUIRED SLOPE, CAMBER AND GRADE. | SQM. |
| ACT739 | LABOUR FOR DRIVING SAL BULLAH/EUCALYPTUS BULLAH PILES BY MONKEY IN SORTS OF SOIL INCLUDING HOISTING AND PLACING IN POSITION, PROTECTING THE PILE HEAD WITH IRON RING AND CUTTING AND SHAPING HEADS BEFORE AND AFTER DRIVING. | MTR |
| ACT740 | MAKING GABION WITH SPLIT BAMBOO STRIPS INCLUDING CARRYING THE STRIPS FROM THE STACKS, FITTING FIXING WITH NAILS. | NOS. |
| ACT741 | RE-CARRIAGE OF CONSTRUCTION MATERIALS FROM NEAREST ROAD POINT TO WORKING SITE BY TOLLY VAN.DISTANCE CARRIED UP TO 2 KM. | NOS. OR CUM |
| ACT742 | MATERIALS – HIRE CHARGE OF POWER ROLLER. | PER DAY |
| ACT743 | STAND | L.S |
| ACT744 | RAIN WATER PIPES | PER KG |
| ACT745 | WATER STORAGE TANK 200 LITRS | EACH |
| ACT746 | WATER STORAGE TANK 500 LTRS | EACH |
| ACT747 | CEMENT CONCRETE (1153) P.C.C ROAD ITEM NO. A(III) | MANDAYS |
| ACT748 | CURRING THE CONCRETE WORK | MANDAYS |
| ACT749 | EARTH WORKING EXCAVATION TO FROM ROAD EMBANKMENT IN MIXED ORDINARY SOIL | MANDAYS |
| ACT750 | SAND FILLING ON SUBGRADE | MANDAYS |
| ACT751 | SAND FILLING INCLUDING RAMMING WATERING ETC. | MANDAYS |
| ACT752 | 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 AT DESTINATION , 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 | MANDAYS |
| ACT757 | SEED TREATMENT BEFORE SOWING | MANDAYS |
| ACT758 | LABOUR FOR SOAK AND DRY TREATMENT OF SEEDS INCLUDING PREPARATION OF COWDUNG SLURRY | MANDAYS |
| ACT759 | SOWING OF SEEDS IN MOTHER BED | MANDAYS |
| ACT760 | WATERING, WEEDING AND CLEANING | MANDAYS |
| ACT761 | PREPARATION OF STUMP CUTTINGS AND PRUNING OF ROOTS | MANDAYS |
| ACT762 | CHEMICAL SPRAYING | MANDAYS |
| ACT763 | GRAFTING | MANDAYS |
| ACT764 | MONITORING OF THE UNION FOR ONE MONTH | MANDAYS |
| ACT765 | AIR LAYERING IN MOTHER PLANTS | MANDAYS |
| ACT766 | PROVIDING EARTHWORK IN EMBANKMENT INCLUDING EXCAVATION OF SOIL AND DEPOSITING THE EXCAVATED MATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTION IN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF 25 MTR. &; LIFT 1.5 MTR.). | CUM. |
| ACT767 | FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKING CLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENT IN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE. | SQM. |
| ACT768 | MOORUM SPREADING AND CONSOLIDATION WITH POWER ROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPREADING POWDERED EARTH. COMPACTED THICKNESS 150 MM. | SQM. |
| ACT769 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICE WITH BOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTAL ROAD. | SQM. |
| ACT770 | BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES. | SQM. |
| ACT771 | EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFT UPTO 5 FT. | CFT. |
| ACT772 | FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEAD UPTO 80 FT.). | SQM. |
| ACT773 | REMOVAL OF WATER HYACINTH WORK UNDER STANDING WATER 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 VAGETATIVE GROWTH OBSTRUCTING FLOW OF WATERIN IRRIGATION CANAL, INCLUDING ALL LEAD AND LIFTS AND DISPOSAL OF THE SAME ON THE COUNTRY SIDE | SQM |
| ACT778 | EARTHWORK FROM BORROWPITS FOR MAKING EMBANKMENT OR REPAIR TO EMBANKMENT IRRIGATION CANALS OR SILT CLEARENCE IN IRRIGATION CANNEL IN EXCAVATION OF FOUNDATION TRANCHES IN VARIOUS KIND OF SOIL | CUM |
| ACT779 | REINFORCEMENT FOR REINFORCE CONCRETE WORK | KG. |
| ACT780 | EARTH WORK IN EMBANKMENT LIFT UP TO 5 FT IN LAYERS NOT EXCEEDING 6 INCH (FOR LOOSE EARTH) ETC LAYER BY LAYER COMPLETE A) LEAD UPTO 160 FT TO 240 FT | MANDAYS |
| ACT781 | FINE DRESSING &; CHICHALLING WORK INCLUDING BREAKING CLODS IN THE FORMATTING &; SIDE SLOPE OF EMBANKMENT TO REQUIERE SLOPE, CAMNER &; GRADE. | MANDAYS |
| ACT782 | SHRUBCLEARANCE INCLUDING CUTTING OF LIGHT BUSHES AND REMOVED OF THE VEGETATION AND CLEARING THE SITE | 360 |
| ACT783 | EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES OR DRAIN LIFT UP TO 1.50M IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING SPREADING DRESSING ECT AS REQUIRED COMPLETE | 405 |
| ACT784 | EARTH WORK IN FILLING IN FOUNDATION AND PLINTH IN LAYERS NOT EXCEEDING 15CM INCLUDING WATERING AND RAMMING ETC.... | 101.25 |
| ACT785 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICS WITH BOULDER CARRYING FROM RAMBI BED...... | 90 |
| ACT786 | DRY RUBBLE MASONRY WALL WITH BOULDERS OBTAINED FROM NEARBY STACKS WITHIN A LIFT OF 1.5M | 222 |
| ACT787 | CEMENT CONCRETE WITH GRADED STONE CHIPS 20 TO 30 MM SIZE EXCLUDING SHUTTERING AND REINFORCEMENT(1.3.6) | 25.2 |
| ACT788 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M. USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING INCLUDING FITTING, FIXING AND STRIKING OUT....... | 27 |
| ACT789 | COLLECTING AND BREAKING FROM SURFACE AND DIGGING INTO GROUND AT QUARRY INCLUDING STACKING(FOR HILLY AREA) | 216.816 |
| ACT790 | CARRIAGE OF CONSTRUCTIONAL MATERIALS FROM A NEARBY QUARRYROAD POINT RIVER POINT ON HEAD LOAD TO A DISTANCE OF 100M BEYOND ORIGINAL LEAD OF 30M. | 294.708 |
| ACT791 | CARRIAGE OF CEMENT.. | 112 |
| ACT792 | TILES PILLING WORK | NO |
| ACT793 | LABOUR FOR CURING WITH WATER | MANDAYS |
| ACT794 | LABOUR FOR CARRING DRINKING WATER | MANDAYS |
| ACT795 | EARTH WORK IN EXCAVATION FOR ROAD EMBANKMENT FOR ORDINARY MIXED SOIL, LEAD UPTO 80FT &; LIFT UPTO 5FT @ 62CFT / USK MD | NOS. |
| ACT796 | MOORUM WORK MOORUM COLLECTION &; BREAKING FROM AUTHORISED 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 EXCEEDING 15CM 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 EXCAVATED SOIL @ 4.2CUM / USK MD | CUM |
| ACT801 | BUSH CUTTING AND CUTTING OF LIGHT VEGETABLES. | MANDAYS |
| ACT802 | EARTH WORK IN FILLING EMBANKMENT WITH ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE (LEAD UPTO 80 FT. &; LIFT UPTO 5 FT. | CFT |
| ACT803 | FINE DRESSING AND CHILCHILING WITH FILLED EARTH (LEAD UPTO 80 FT.). | SQM |
| ACT804 | PROVIDING EARTHWORK IN EMBANKMENT INCLUDING EXCAVATION OF SOIL AND DEPOSITING THE EXCAVATED MATERIALS IN LAYER NOT EXCEDING TO 25 CM. AS DIRECTION IN LATERITE SOIL, MOORUM &; MIXED SOIL (WITHIN A LEAD OF 25 MTR. &; LIFT 1.5 MTR.). | CUM |
| ACT805 | FINE DRESSING AND CHILCHILING WORK INCLUDING BREAKING CLODS IN THE FORMATING AND SIDE SLOPES OF EMBANKMENT IN CANAL BED TO REQUIRE SLOPE, CAMBER AND GRADE. | SQM |
| ACT806 | MOORUM SPREADING AND CONSOLIDATION WITH POWER ROLLER 8 TON TO 10 TON WITH MATERIAL SUPPLIED AT SITE INCLUDING WATERING AND SPREADING POWDERED EARTH. COMPACTED THICKNESS 150 MM. | SQM |
| ACT807 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING POWDERED EARTH IN THE INTERSTICE WITH BOULDER SUPPLIED AT SITE. CONSIDERING 50% OF THE TOTAL ROAD. | SQM. |
| ACT808 | EARTH WORK IN EXCAVATION IN TANK IN DIFFERENT TYPES OF SOIL INCLUDING REMOVING SPREADING OF STACKING THE SPOILS WITHIN DIFFERENT LEAD AS REQUIRED | CFT |
| ACT809 | ORDINARY MIXED SOIL TO BE EXCAVATED BY SPADE, LEAD BEYOND 80 FT. UPTO 160 FT. LIFT UPTO 5 FT. | CFT |
| ACT810 | MIXED MEDIUM HARD SOIL WITH SOFT MORRUM, HARD EARTH, KAKNAR ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UP TO 160 FT, LIFT BEYOND 5 FT. UPTO 8 FT. | CFT |
| ACT811 | HARD SOIL/MOORUM-LATERITE OF ROCKY SOIL ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UPTO 160 FT. LIFT BEYOND 5 FT. UPTO 8 FT. | CFT |
| ACT812 | HARD SOIL/MOORUM-LATERITE OF ROCKY SOIL ETC. TO BE EXCARVETED BY PICKAXE. LEAD BEYOND 80 FT. UPTO 160 FT. LIFT BEYOND 8 FT. UPTO 11 FT. | CFT |
| ACT813 | FINE DRESSING &; CHILCHALING WORK INCLUDING BREAKING CLODS OF EMBANKMENT ETC. COMPLETEV(2 SIDE) | SFT |
| ACT814 | DRESSING AND CHILLING | MANDAYS |
| ACT815 | RUBBLE MASONRY IN CEMENT 6 1 WITH DRESSED STONE | M3 |
| ACT816 | REINFORCEMENT IN REINFORCED CONCRETE WORK WITH DISTRIBUTION BARS | KGS |
| ACT817 | COLLECTION AND BREAKING OF STONE CHIPS | M3 |
| ACT818 | TILES PILLING WORK | NO |
| ACT819 | UN SKILLED LABOUR | MANDAYS |
| ACT820 | EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHES | M3 |
| ACT821 | CLEANING OF FOREST AND VILLAGE ROADS | NOS |
| ACT822 | EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT AND LEAD UPTO 80.00 FT =47500 CFT.(50% OF 95000 CFT . ) | MANDAYS |
| ACT823 | EARTHWORK IN EMBANKMENT LIFT UPTO 5 FT &; LEAD UPTO 80 FT-160 FT.=47500 CFT M3 (50% OF 95000 CFT.) | MANDAYS |
| ACT824 | DRESSING INCLUDING BREAKING CLODS AND SIDE SLOPE OF THE EMBANKMENT AS DESIRED | MANDAYS |
| ACT825 | CHILD CARE CRECH ETC | MANDAYS |
| ACT826 | UN KILLED OF EARTH WORK | MANDYS |
| ACT827 | UN SKILLED FOR DRINKING WATER SERVER PREPARATION OF REST SHADE OR CHILD CARE | MANDAYS |
| ACT828 | SEMI SKILLED FOR SUPERVISING THE WORK | MANDAYS |
| ACT829 | EARTH WORK IN EMABANKMENT INCLUDING AND STACKING THE SPOIL ETC | MANDAYS |
| ACT830 | LABOR FOR DRINKING WATER | MANDAYS |
| ACT831 | CHILD CARE | MANDAYS |
| ACT832 | LAND PREPARATION (INCLUDING SOIL STERILIZATION) | MDS |
| ACT833 | BED PREPARATION | MDS |
| ACT834 | STRUCTURAL PREPARATION | MDS |
| ACT835 | INTER CULTURAL OPERATION | MDS |
| ACT836 | BIO-SPRAY | MDS |
| ACT837 | IRRIGATION | MDS |
| ACT838 | POLYTHEEN | KG |
| ACT839 | HIRE CHARGE OF MIXTURE MACHINE | DAYS |
| ACT840 | HIRE CHARGE OF VIBRATOR | DAYS |
| ACT841 | 1 FIT DIA HUME PIPE | MTR |
| ACT842 | MS FOR STRUCTURAL WORKS | QNTL |
| ACT843 | REINFORCEMENT FOR REINFORCED CONCRETE WORKS | QUNTL |
| ACT844 | SUPPLY OF JHAMMA BRICKS INCLUDING CARRIAGING,LOADING,UNLOADING &; STACKING ETC.ALL COMPLETE | NOS. |
| ACT845 | PLASTTER WITH (1:4) CEMENT SAND MORTAR,INCLUDING ROUNDING OF COMER &; CHAMFERING ETC. | NOS. |
| ACT846 | BRICK WORK CEMENT MORTAR(1:4) WITH FIRST KILN BURNT BRICKS INCLUDING RACKING OUT JOINT SCAFFOLDING AND INCIDENTAL WORKS. | NOS. |
| ACT847 | RUBBLE MASSONARY WITH HARD BOULDERS AND ANY TYPE OF CEMENT MORTAR TO REQUIRED SLOPE AND FINISH (SOURCE AND CHANNEL) | M3 |
| ACT848 | C.R.M. WITH C.M. (1.6) | M3 |
| ACT849 | SAND CEMENT PLASTER WORK WITH MATERIALS SUPPLIED AT SITE | M2 |
| ACT850 | REINFORCE CEMENT CONCRETE ( 1 2 4) WITH 20MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANY | M3 |
| ACT851 | LABOUR FOR REINFORCEMENT FOR R.R.C. WORKS OF ALL TYPES INCLUDING CUTTING...... | KG |
| ACT852 | COLLECTION AND BREAKING OF STONE CHIPS..... | M3 |
| ACT853 | CEMENT CONCRETE (1 3 6) WITH 20MM DOWN STONE CHIPS EXCLUDING REINFORCEMENT AND SHUTTERING IF ANY | M3 |
| ACT854 | REINFORCE CEMENT CONCRETE (1 2 4) WITH 20MM DOWN STONE CHIPS..... | M3 |
| ACT855 | LABOUR FOR REINFORCEMENT... | KG |
| ACT856 | C.R.M. WITH C.M. (1 6) | M3 |
| ACT857 | COLLECTION AND BREAKING OF BOULDERS.... | M3 |
| ACT858 | EARTH WORK IN DRAIN BED DEPOSITED ON THE EMBANKMENT AND ROAD DITCH AT LOW LAND IN ORDINARY SOIL LEAD 25 M, LIFT UP TO 1.5 M | MANDAYS |
| ACT859 | SAUSAGE WORK IN PROTECTION AGAINST EROSION OF SOIL FROM RIVER IN JHORA ETC | M3 |
| ACT860 | EARTH WORK IN EXCAVATION IN FOUNDATION TRENCHE | M3 |
| ACT861 | LAYING SOILNG TO PROPER CHAMBER | M2 |
| ACT862 | CEMENT CONCRETE WITH GRADED STONE CHIPS | M3 |
| ACT863 | RUBBLE MANSONARY WALL WITH BOULDER | M3 |
| ACT864 | DRY RUBBLE MANSONARY WALL | M3 |
| ACT865 | COLLECTING AND BREAKING FROM SURFACE | M3 |
| ACT866 | CARRIAGA OF CONSTRUCTION OF MATERIALS | M3 |
| ACT867 | LABOUR FOR DRINKING WATER | MANDAYS |
| ACT868 | SKILLED TECHINACAL PERSON (STP) | MANDAYS |
| ACT869 | DROUGHT PROOFING | HEC |
| ACT870 | DRINKING WATER | FT |
| ACT871 | FLOOD CONTROL | CUM |
| ACT872 | MICRO IRRIGATION | CUM |
| ACT873 | LAND DEVELOPMENT | CUM |
| ACT874 | CONCRETE ROAD | KM |
| ACT875 | EARTHEN ROAD | KM |
| ACT876 | EXCAVATION OR RE-EXCAVATION POND | CUM |
| ACT877 | EARTH WORK IN EXCAVATION FOR EMBANKMENT TANK CANEL ETC | MANDAYS |
| ACT878 | SUPARVISOR | MANDAYS |
| ACT879 | CHILD CARE TAKER | MANDAYS |
| ACT880 | LABOR FOR DRINKING WATER FACILITY | MANDAYS |
| ACT881 | SKILLED TECNICAL PERSON (STP) | MANDAYS |
| ACT882 | WATER CONSERVATION | CUM |
| ACT883 | PUMPING OUT WATER CAUSED BY SPRING, SEEPAGE, DRAIN WATER MAINS OR WELL POINT PUMPING ETC. DURING EXCAVATION 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 NECESSARY HOISING AND FITTING, FIXING IN THE POSITION WITH BOLTS NUT NAILS BUT EXCLUDING COST OF BOLTS, NUTS AND WASHERS | CUM |
| ACT886 | LABOUR FOR UNDRESSED SAL WOOD IN SCANTLING IN BRIDGE FLOOR, RALLING POST WHEEL GAURD | CUM |
| ACT887 | LAYING SOLING TO PROPER CAMBER, HAND PACKING, SPREADING, POWERED EARTH IN THE INTERSTICS WITH STONE SUPPLIED 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 | NOS |
| ACT894 | FILLING OF POLYTHENE TUBE | NOS |
| ACT895 | FENCING NURSERY AREA | NOS |
| ACT896 | MAKING NURSERY THATCH AND BAMBOO | NOS |
| ACT897 | PICKING OUR SEEDLINGS AND DIBBO SEED IN THE TUBE BEDS | NOS |
| ACT898 | WATERING WEEDING AND CLEANING | NOS |
| ACT899 | MAKING NURSERY SHADES THATCH AND BAMBOO | NOS |
| ACT900 | TENDING INCLUDING STRONG , SHIFTING TWO TIMES | NOS |
| ACT901 | HUME PIPE SETTING | NOS. |
| ACT902 | FILLING OF POLYTHENE TUBES WITH MANURES SOIL MIXING COW DUNG ..... | MANDAYS |
| ACT903 | PREPARATION OF MOTHER BED | MANDAYS |
| ACT904 | MAKING NURSERY SHEDS THATCH AND BAMBOO | MANDAYS |
| ACT905 | TENDING INCLUDING SORTING, SHIFTING TWO TIMES | MANDAYS |
| ACT906 | SOWING SEED IN MOTHER BED | MANDAYS |
| ACT907 | CONCRETE DRAIN | KM |
| ACT908 | EARTHWORK IN EXCAVATION FOR EMBANKMENT CANAL TANK INCLUDING.... COMPLETE | CUM |
| ACT909 | LAYING SOLLING TO PROPER CAMBER AND HAND PACKING SPREADING POWDERED EARTH AT SITE | SQM |
| ACT910 | CEMENT CONCRETE WITH GRADED STONE CHIPS SLASH GRAVEL EXCLUDING SHUTTERING AND REINFORCEMENT | CUM |
| ACT911 | SUSKI , SAND, LINE CEMENT PLASTER WITH MATERIALS SUPPLIED AT SITE | SQM |
| ACT912 | LABOUR FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING OF WORK | SQM |
| ACT913 | CEMENT CONCRETE WITH CHIPS EXCLUDING SHUTTERING OF REINFORCEMENT | CUM |
| ACT914 | NEAT CEMENT PUNNING OF ABOUT 1.50 MM THICK | SQM |
| ACT915 | LABOUR FOR LOOK AFTER CHILDREN | MANDAYS |
| ACT916 | REINFORCEMENT WORKS FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURE INTERSECTION COMPLETE | KG |
| ACT917 | JHAMA BRICKS | NOS. |
| ACT918 | SPUN PIPE COLLER | NOS. |
| ACT919 | CALCULATOR AND TEP | PICE |
| ACT920 | MIXTURE MACHINE | PER DAY |
| ACT921 | PRIMING ONE COAT ON TIMBER SURFACE | SQM |
| ACT922 | PRIMING ONE COAT ON STEEL SURFACE | SQM |
| ACT923 | PAINTING TWO COAT ON TIMBER SURFACE | SQM |
| ACT924 | PAINTING TWO COAT ON STEEL SURFACE | SQM |
| ACT925 | CEMENT BASED PAINT | SQM |
| ACT926 | MACHINE MAN(L.M.R.) | DAYS |
| ACT927 | RAINFORCEMENT | KG |
| ACT928 | 6 FT HUME PIPE | NOS. |
| ACT929 | CLEANING AND DEMARCATION OF LAND FOR MOTHER BED | MANDAYS |
| ACT930 | FILLING OF POLYTHENE TUBES WITH MANURES SOIL AFTER MIXING COW DUNG WITH GOOD EARTH, INSECTICIDE AND BIO FERTILISERS AS AND WHEN REQUIRED (1 MAN DAYS PER 250 NOS. PACKET FILLING) | MANDAYS |
| ACT931 | MAKING NURSURY SHEDS WITH THATC AND BAMBOO | MANDAYS |
| ACT932 | TENDING INCLUDING SORTING , SHIFTING TWO TIMES | MANDAYS |
| ACT933 | WATERING , WEDDING AND CLEANING (APRIL JUNE) | MANDAYS |
| ACT934 | PREPARATION OF MOTHER BED INCLUDING PULVERIZING SOIL, MIXING COW DUNG, MANURE, SOWING SEEDS, SIZE TUBE BED6.0M. X 1.2M. X 0.3M. = 10 NOS. | MANDAYS |
| ACT935 | MORRUM SPREADING OVER EMBANKMENT | CUM |
| ACT936 | BRICK WORK FOR PROTECTION | CUM |
| ACT937 | BRICK BATS FOR PROTECTION WORK | CUM |
| ACT938 | SAND (FINE) FOR PROTECTION WORK | CU.M |
| ACT939 | RING BASIN MAKING FOR MANURING FOR TWO SPLITS | MANDAYS |
| ACT940 | EARTH WORK IN EXCAVATION OF FOUNDATION TRENCHES IN KANKAR MOORUM SOIL INCLUDING REMOVING, SPREADING OR STACKING THE SPOILS WITHIN A LEAD OF 125 M AND LEFT OF 1.5 M | CUM |
| ACT941 | SAND WORK IN FILLING IN FOUNDATION TRENCHES IN LAYER NOT EXCEEDING 150MM INCLUDING WATERING REMMING | CUM |
| ACT942 | SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH POWERED EARTH OF LOCAL SOIL | SQM |
| ACT943 | ORDINARY CEMENT CONCRETE 1_2_4 WITH GRADED STONE CHIPS 20 MM DOWN EXCLUDING SHUTTERING REINFORCEMENT WITH LOCAL HARD BLACK STONE | CUM |
| ACT944 | BRICKS WORK WITH 1ST CLASS BRICKS IN CEMENT MORTOR | CUM |
| ACT00945 | WATCHMAN | NOS |
| ACT945 | WOODEN SHETTERING 25MM | SQM |
| ACT00946 | WATER CARRIER | NOS |
| ACT946 | 19MM THICK PLASTER WITH CEMENT MORTAR | SQM |
| ACT947 | PUNNING SAND FILTER AT ALL SIDES | SQM |
| ACT00948 | WATERING , TENDING | NOS |
| ACT948 | DIGGING EARTH IN ANY SOIL INCLUDING MIXED SOIL BUT EXCLUDING MORRUMJARTERITE SAND STONE OF ANY OTHER HARD STONE | CUM |
| ACT00949 | 1ST TIME WEEDING,CLEANING &; MULCHING | KG |
| ACT949 | 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 CHISET PICK AXE ETC | CUM |
| ACT953 | SUPPLY AND FILLING IN POISITION JHAMA BRICKS BATS | CUM |
| ACT954 | SUPPLY AND FILLING IN POSITION WASH GRAVEL OF SIZE 8 TO 10 MM | CUM |
| ACT955 | PRECAST RC WELL RING OF SIZE 65MM THICK AND .9M INTERNAL DIA MADE WITH CEMENT CONCRETE WITH STONE CHIPS 12 MM DOWN | M |
| ACT956 | SUPPLYING FITTING AND FIXING GI CHAIN LINK FENCING 75MM X 75 MM MESH 8 G WIRE TO THE RCC OR WOODEN POST WITH GALVANISED HOOKES COMPLETE | SQM |
| ACT957 | SUPPLYING FITTING AND FIXING MS ANGLE OF SIZE 75MMX75MMX6MM LENGTH 1.5 M FOR BOUNDARY POST | KG |
| ACT958 | SUPPLYING, FITTING, FIXING UPVC PYPE | M |
| ACT959 | SUPPLYING FITTING AND FIXING UPVC FITTING | NOS. |
| ACT960 | WATERING CAN | PIECE |
| ACT961 | 2ND TIME WEEDING,CLEANING,MULCHING WITHOUT FERTILISER (133 PER MD) | 75 |
| ACT995 | COLLECTION OF MOTHER AZOLLA | MANDAY |
| ACT996 | WATERING AND NURSING | SQFT |
| ACT997 | PIT SETTING AND SUPERVISING | MANDAYS |
| ACT998 | MAKING OF BAMBOO SHADE | SFT |
| ACT999 | EXCAVATION OF PIT INCLUDING DRESSING (IN CU.FT.) | CFT |
| ACT1000 | LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOO POST &; PASTING OF TARCOLE | MANDAYS |
| ACT1001 | LABOUR COST FOR BIFLEX SPRAYING FOR TWO TIME | MANDAYS |
| ACT1002 | LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIME | MANDAYS |
| ACT1004 | BIFLEX SPRAYING | LTR |
| ACT1005 | BLUE COPPER SPRAYING | LTR |
| ACT1006 | LIME DUST | LTR |
| ACT1007 | SAP/SEVIN | LTR |
| ACT1008 | HIRE OF SPRAYER | DAYS |
| ACT1009 | STACKING MATERIALS | NO |
| ACT1010 | SUPHALA | KG |
| ACT1011 | VERMICOMPOST | KG |
| ACT1012 | BONE DUST | KG |
| ACT1019 | LABOUR COST FOR BAMBOO SIZING AND PILLING OF BAMBOO POST &; PASTING OF TARCOLE | MAN DAY |
| ACT1021 | LABOUR COST FOR SAP/SAVIN SPRAYING FOR ONE TIME | MAN DAY |
| ACT1022 | LABOUR COST FOR BIFLEX SPRAYING FOR ONE TIME | MAN DAY |
| ACT1023 | BIFLEX SPRAYING | LTR |
| ACT1024 | BLUE COPPER SPRAYING | LTR |
| ACT1025 | 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. |
| ACT2037 | RUBBLE MASONRY WORK WITH ANY TYPE OF MORTAR INCLUDING RACKING OUT THE JOINTS SCAFFOLDING AND CURING | CUM. |
| ACT2525 | FENCING WITH MOSQUITO NET | SQM |
| ACT2526 | COVERING WITH STRAW | SQM |
| ACT2527 | USING SPICES TO PROTECT FROM ANT | KG |
| ACT8881 | APPLICATION OF FUNGICIDE | MANDAYS |
| ACT8882 | APPLICATION OF TERMITICIDE | MANDAYS |
| ACT8883 | INTER CULTURE OPERATION INCLUDING WEEDING &; HOEING | MANDAYS |
| ACT8884 | COST OF PESTICITE | LTR |
| ACT8885 | COST OF FUNGICIDE | LTR |
| ACT8886 | COST OF TERMITICITE | LTR |
| ACT8887 | COST OF TERMITICITE | KG |
| ACT8888 | COST OF VERMI COMPOST | KG |
| ACT8995 | SKILLED LABOUR | MANDAYS |
| ACT8996 | LIME &; ENGIME FOR GROWTH OF AZOLLA | L.S |
| ACT8997 | SUPPLY OF SUPER PHASPHATE FOR NUTRITION OF AZOLLA AT SITE | KG |
| ACT8998 | COST OF SILPOLINE FOR BED SIZE | PIECE |
| ACT8999 | CHANGING OF WATER 15 DAYS INTERVAL FOR 2 MONTHS | NO |
| ACT9888 | 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 |
| ACT11190 | 100 MM THICK 1100 MM DIA R.C.C. COVER SLAB (M-20) WITH STONECHIPS (20 MM DOWN) I/C REINFORCEMENT BUT EXCLUDING SHUTTERING | CU.M |