|
| 1 | 2.13 Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal ofsurplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 2 | 2.1 Clearing jungle including uprooting of rank vegetation,grass, brush wood, trees and saplings of girth upto 30 cmmeasured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside theperiphery of the area cleared. |
| 3 | 2.12 Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30cm indepth, 1.5m in width as well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 4 | 2.16 Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and liftupto 1.5 m.-All kinds of soil |
| 5 | 2.19 Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts includingspreading in horizontal layers, watering, grading torequired slope, ramming, consolidating and compactingeach layer by using plate compactor or by any suitablemethod complete. |
| 6 | 2.20 Supplying chemical emulsion in sealed containers includingdelivery as specified.2.20.1 Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 7 | 2.21 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONALanti-termite treatment as per IS: 6313(Part III)- Latest revision (excluding the cost of chemicalemulsion):2.21.1 Along external wall where the apron is not provided usingchemical emulsion @ 7.5 litres/sqm of the vertical surfaceof the substructure to a depth of 300 mm includingexcavation channel along the wall & rodding etc. complete:2.21.1.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 8 | 2.21.3 Treatment of soil under plinth filling using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with sandfilling:2.21.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 9 | 4.1 Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering --All work upto plinth level:4.1.15 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 10 | 4.1.14 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brickaggregate 40 mm nominal size) |
| 11 | 4.4 Centering shuttering including struttings, proppingetc. and removal of form work for:4.4.1 Foundations, footings, bases for columns. |
| 12 | 4.17 Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 fine sand : 6 graded wellburnt brick aggregate 20 mm nominal size) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with finesand including finishing the top smooth. |
| 13 | 5.1 Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level:5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 14 | 5.2 Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor fivelevel excluding cost of centring, shuttering, finishingand reinforcement-5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 15 | 5.3 Reinforced cement concrete work in beams, suspendedfloors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing andreinforcement-5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 16 | 5.7 Reinforced cement concrete work in vertical andhorizontal fins individually or forming box louvers,facias and eaves boards above plinth level up to floorfive level, excluding the cost of centering, shuttering,finishing and reinforcement with5.7.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 17 | 5.19 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 6mm nominalsize) reinforced with 1.6 mm dia mild steel wireincluding centring and shuttering, rougheningcleaning, fixing and finishing in cement mortar1:3(1cement : 3 fine sand) etc. complete, excluding theplastering of jambs, sills and soffits5.18.2 40 mm thick |
| 19 | 5.8 Centering shuttering including struttings, propping etc.and removal of form work for:5.8.1.1 Foundations, footings, bases for columns etc. for massconcrete with timber plank |
| 20 | 5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 21 | 5.8.5.1 Lintels, beams, plinth beams, girders, bressumers andcantilevers with shuttering ply |
| 22 | 5.8.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 23 | 5.8.7.1 Stairs (excluding landings) except spiral-staircases with wooden plank |
| 24 | 5.8.11 Vertical and horizontal fins individually or forming boxlouvers band, facias and eaves boards. |
| 25 | 5.8.3 Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shutteringply |
| 26 | 5.8.12.1 Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 27 | 5.8.13 Weather shade, Chajjas, corbels etc., including edges. |
| 28 | 6.1 First class brick work in foundation and plinthincluding cost of all materials as required complete:-6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 29 | 6.3 First class brick work in superstructure above plinthlevel & upto floor-five level including cost of allmaterials as required complete:-6.3.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 30 | 6.6 Extra for brick masonry work in triangular, square andrectangular pillars including cost of all materials asrequired complete. |
| 31 | 6.10 Half brick masonry work with first class bricks infoundation and plinth including cost of all materials asrequired complete:-6.10.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 32 | 6.12 Half brick masonry work with first class bricks insuperstructure upto floor five level including cost ofall materials as required complete:-6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 33 | 8.1 Providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framedand fixed in position :8.1.3 Local Teak Wood |
| 34 | 8.2 Extra for additional labour for circular works, such asin frames of fan light:8.2.3 Local Teak Wood |
| 35 | 9.10 Providing and fixing T-iron frames for doors, windowsand ventilators of mild steel Tee-sections, joints mitredand welded, including fixing of necessary butt hingesand screws and applying a priming coat of approvedsteel primer.9.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm nominalsize) |
| 36 | 8.17 Providing and fixing 25 mm thick shutters forcupboards etc. including ISl marked black enamelledM.S. butt hinges with necessary screws :8.17.1 Panelled or panelled and glazed shutters8.17.1.1 Gamair Wood |
| 37 | 8.19 Providing and fixing ISI marked flush door shuttersconforming to IS: 2202 (Part I) non-decorative type,core of block board construction with frame of 1stclass hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and faceveeners on both faces of shutters.8.19.1 35 mm thick including ISI marked Stainless Steel butthinges with necessary screws. |
| 38 | 8.46 Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. all complete.8.46.2 Fixed to openings /wooden frames with rawl plugsscrews etc. |
| 39 | 8.51 Providing 40 × 5 mm flat iron hold fast 40 cm longincluding fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embedding in cementconcrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3fine sand : 6 graded stone aggregate 20mm nominalsize) |
| 40 | 8.94 Providing and fixing aluminium sliding door bolts ISImarked anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to requiredcolour or shade with nuts and screws etc. complete :8.94.1 300x16 mm |
| 41 | 8.94.2 250x16 mm |
| 42 | 8.95 Providing and fixing aluminium tower bolts ISImarked anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed torequired colour or shade with necessary screws etc.complete :8.95.1 300x10 mm |
| 43 | 8.95.4 150x10 mm |
| 44 | 8.98 Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colouror shade with necessary screws etc. complete :8.98.1 125 mm |
| 45 | 8.99 Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic coating not lessthan grade AC 10 as per IS : 1868) transparent or dyedto required colour and shade with necessary screwsetc. complete.8.99.1 Single rubber stopper |
| 46 | 8.120 Providing and fixing factory made door frame (singlerebate) made of solid PVC foam profile withhomogenous fine cellular structure having smoothouter integral skin having 60mm width & 30mmthickness and shall be fixed to wall as per instructionsof Engineer-In-Charge using 100x8 sheet metal CSKscrews. |
| 47 | 8.121 Providing and fixing 28 mm thick door shutter madeof solid PVC foam profile with homogenous finecellular structure having smooth outer integral skinhaving 71mm width & 28mm thick as vertical &horizontal styles. Joints are made using solventadhesive and GI ‘C sections (39mm x 19mm x 0.6mmthick) or M S pipe (40mm x 20mm ) stiffener frameinsert & telescopic polymeric ‘L’ corners .The panelshall be filled with 3mm thick high - pressure compactlaminate as per manufacturer’s specifications anddirections of the Engineer-in-charge, cover mouldingshall be provided for covering fixing screws andelegant look.( for W.C. bathroom door shutter). |
| 48 | 8.45 Providing and fixing nickel plated M.S. pipe curtainrods with nickel plated brackets:8.45.1 20 mm dia (heavy type) |
| 49 | 8.41 Providing and fixing 18 mm thick, 150 mm widepelmet of coir veneer board ISI marked IS : 14842 -2000, including top cover of 6 mm coir veneer board,nickel plated M.S. Pipe 20 mm dia (heavy type) curtainrod with nickel plated brackets including fixing with25 × 3 mm M.S. flat 10 cm long and rawl plugs 50 mmlong (designation 10 no.) etc. all complete. |
| 50 | 9.3 Providing and fixing in position collapsible steel shutterswith vertical channels 20x10x2mm at 100 mm centre tocentre and braced with flat iron diagonals 20x5mm sizewith top and bottom rail of T-iron 40x40x6mm with40mm dia. steel pulleys & with riveted bolts, nuts,locking arrangement, stoppers, handles, hold fast/anchor bolt including embedding in cement concrete ofrequired grade for fixing in position, all necessaryfittings, including applying a priming coat of approvedsteel primer etc. complete as required. |
| 51 | 9.13 Providing and fixing fan clamp type-I of 16 mm dia M.S.bar bent to shape with hooked ends in R.C.C. slabs duringlaying including painting the exposed portion of loop, allas per standard design complete. |
| 52 | 9.22 Providing and fixing stainless steel (Grade 304) railingmade of Hollow tubes, channels, plates etc., includingwelding, grinding, buffing, polishing and makingcurvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete,including fixing the railing with necessary accessories &stainless steel dash fasteners , stainless steel bolts etc., ofrequired size, on the top of the floor or the side of waistslab with suitable arrangement as per approval ofEngineer-in-charge, (for payment purpose only weight ofstainless steel members shall be considered excludingfixing accessories such as nuts, bolts, fasteners etc.). |
| 53 | 16.1.2 For shutters of doors, windows & ventilators includingproviding and fixing hinges / pivots and makingprovision for fixing fittings wherever required includingthe cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately ):-16.1.2.1 Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodiccoating of grade AC 15). |
| 54 | 16.3 Providing and fixing glazing of approved quality inaluminium doors, windows, ventilator, shutters andpartition etc. with EPDM rubber / neoprene gasket etc.complete as per architectural drawing and the directionof Engineer-in-charge (Cost of snap beading shall be paidin basic item) :-16.3.1 With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 55 | 16.10 Providing and fixing stainless steel ( SS 304 grade )adjustable friction window stay of approved quality withnecessary stainless steel screws etc. to the side hungwindows etc. complete as per direction of Engineer-incharge:-16.10.1 205 x 19 mm |
| 56 | 11.55 Providing and fixing on wall face unplasticisedRigid PVC rain water pipes (working pressure 4kg/cm2) conforming to IS : 13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion etc.complete as per direction of Engineer-in-charge :11.55.2 Single socketed pipe - 110 mm OD |
| 57 | 17.14 Grading roof for water proofing treatment complete asrequired as per direction of the Engineer-in-charge with :17.14.3 Cement mortar 1:4 (1cement : 4 fine sand) |
| 58 | 17.14.1 Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 gradedstone aggregate 20 mm nominal size) |
| 59 | 4.12 Extra for providing and mixing water proofingmaterial in cement concrete work in doses by weightof cement as per manufacturer's specification |
| 60 | 10.54 Providing and fixing Precast chequered cement concretetiles 18 mm thick, laid in footpath & courtyard, on 20mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 finesand ) jointed with neat cement slurry including rubbingand cleaning etc. all complete as per direction ofEngineer-in-charge.10.54.1 In dark shade using ordinary cement |
| 61 | 10.9 Providing and laying cement concrete 1:2:4 (1 cement : 2fine sand : 4 graded well burnt brick aggregate) flooringfinished with a floating coat of neat cement includingcement slurry, rounding of edges and strips etc. allcomplete as per direction of Engineer-in-charge.10.9.2 40 mm thick with 20 mm well burnt brick aggregate |
| 62 | 10.9 Providing and laying cement concrete 1:2:4 (1 cement : 2fine sand : 4 graded well burnt brick aggregate) flooringfinished with a floating coat of neat cement includingcement slurry, rounding of edges and strips etc. allcomplete as per direction of Engineer-in-charge.10.9.1 25 mm thick with 12.5 mm well burnt brick aggregate |
| 63 | 10.28 Providing and fixing Marble stone in floors over 20 mmthick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand) jointed with ordinary cement slurry including pointingwith white cement mixed with of matching shade,including rubbing and polishing etc. all complete as perdirection of Engineer-in-charge.10.28.1 18 mm thick Marble stone10.28.1.3 Agaria White marble |
| 64 | 10.27 Tile work in skirting, risers of steps and dado up to 2 mheight over 12 mm thick bed of cement mortar 1:3 (1cement :3 fine sand) and jointed with grey cement slurry@ 3.3 kg/sqm, including pointing in white cement mixedwith pigment of matching shade etc. all complete as perdirection of Engineer-in-charge.10.27.1 8mm thick Rajnagar marble tiles (polished) |
| 65 | 10.29 Extra for pre-finished nosing to treads of steps of marblestone. |
| 66 | 10.41 Providing and laying 1st class quality ceramic floor tilesin different sizes (thickness to be specified by themanufacturer) of 1st quality conforming to IS : 15622 -2017 of approved make in colours such as White, Ivory,Grey, Fume Red Brown, laid over 20 mm thick cementmortar 1:4 (1 cement : 4 fine sand), Jointing with greycement slurry @ 3.3 kg/sqm including pointing the jointswith white cement and matching pigment etc. allcomplete as per direction of the Engineer in-charge.10.41.1 Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tiles10.41.1.1 300 mm x 300 mm in all shades and designs |
| 67 | 10.42 Providing and laying 1st class quality vitrified floor tilesin different sizes (thickness to be specified by themanufacturer) with water absorption less than 0.08% andconforming to IS: 15622 - 2017, of approved make, in allcolours and shades, laid over 20mm thick cement mortar1:4 (1 cement : 4 fine sand), jointing with grey cementslurry @ 3.3 kg/ sqm including grouting the joints withwhite cement and matching pigments etc. all complete asper direction of the Engineer-in-charge..10.42.2 Double charged Stainfree vitrified tiles (Glossy)10.42.2.1 Size of tile 600 mm x 600 mm |
| 68 | 10.40 Providing and fixing 1st class quality ceramic glazed walltiles conforming to IS : 15622 - 2017 (thickness to bespecified by the manufacturer) of approved make in allcolours, shades of any size as approved by Engineer-inchargein skirting, risers of steps and dados, laid over 12mm thick bed of cement mortar 1 : 3 (1 cement : 3 finesand) jointed with ordinary cement slurry includingpointing with white cement mixed with pigment ofmatching shade etc. all complete as per direction of theEngineer in-charge.10.40.1 450 mm X 300 mm in all shades and design |
| 69 | 12.1 12 mm cement plaster of mix12.1.4 Cement mortar 1:6 (1 cement : 6 fine sand) |
| 70 | 12.1 12 mm cement plaster of mix12.1.2 Cement mortar 1:4 (1 cement : 4 fine sand) |
| 71 | 12.2 15 mm cement plaster on the rough side of single or halfbrick wall of mix:12.2.2 Cement mortar 1:4 (1 cement : 4 fine sand) |
| 72 | 12.2 15 mm cement plaster on the rough side of single or halfbrick wall of mix:12.2.4 Cement mortar 1:6 (1 cement : 6 fine sand) |
| 73 | 12.9 6 mm cement plaster of mix :12.9.1 Cement mortar 1:3 (1 cement : 3 fine sand) |
| 74 | 12.10 Neat cement punning. |
| 75 | 12.35 Distempering with 1st quality acrylic distemper (readymixed) having VOC content less than 50 grams/ litre, ofapproved brand and manufacture to give an even shade[Payment shall be made after submission of TestCertificate issued by the Manufacturer] :12.35.1 New work ( two or more coats) over and including waterthinnable priming coat with cement primer. |
| 76 | 12.19 Providing and applying plaster of paris putty of 2 mmthickness over plastered surface to prepare the surfaceeven and smooth complete. |
| 77 | 12.42 Finishing walls with premium acrylic smooth exteriorpaint with Silicon additives of required shade ofapproved brand and manufacture [Payment shall bemade after submission of Test Certificate issued by theManufacturer] :12.42.1 New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 78 | 12.75 Painting (two or more coats) on rain water, soil waste andvent pipes and fittings with aluminium paint of approvedbrand and manufacture over a priming coat of readymixed zinc chromate yellow primer on new work[Payment shall be made after submission of TestCertificate issued by the Manufacturer]:12.75.2 100 mm diameter pipes |
| 79 | 12.60 Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an evenshade [Payment shall be made after submission of TestCertificate issued by the Manufacturer]:12.60.1 Two or more coats on new work over an under coat ofsuitable shade with ordinary paint (primer) of approvedbrand and manufacture |
| 80 | 12.45 Applying priming coat [Payment shall be made aftersubmission of Test Certificate issued by theManufacturer] :12.45.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 81 | 18.1 Providing and fixing water closet squatting pan (Indiantype W.C. pan ) with 100mm sand cast Iron P or S trap, 10litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever) conformingto IS : 7231, with all fittings and fixtures completeincluding cutting and making good the walls and floorswherever required :18.1.1 White Vitreous china Orrisa pattern W.C. pan of size580x440 mm with integral type foot rests. |
| 82 | 18.2 Providing and fixing white vitreous china pedestaltype water closet (European type W.C. pan) with seatand lid, 10 litre low level white P.V.C. flushingcistern with manually controlled device (handle lever),conforming to IS : 7231, with all fittings and fixturescomplete including cutting and making good the wallsand floors wherever required :18.2.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 83 | 18.5 Providing and Fixing white vitreous china flat backhalf stall urinal of size 580x380x350mm with whitePVC automatic flushing cistern, with fittings, standardsize C.P. brass flush pipe, spreaders with unions andclamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplingsin C.P. brass including painting of fittings and cuttingand making good the walls and floors whereverrequired :18.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushingcistern. |
| 84 | 18.6 Providing and Fixing one piece construction whitevitreous china squatting plate with an integrallongitudinal flushing pipe, white P.V.C. Automaticflushing cistern, with fittings, standard size G.I. flushpipe for back and front flush with standard spreaderpipes with fittings, G.I clamps and C.P. brass couplingcomplete including painting of fittings and cuttingand making good the walls and floors etc. whereverrequired :18.6.1 Single squatting plate with 5 litre P.V.C. automatic flushingcistern. |
| 85 | 18.7 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32 mm C.P. brass waste ofstandard pattern, including painting of fittings andbrackets, cutting and making good the wallswherever require :18.7.2 White Vitreous China Wash basin size 630x450 mm with asingle 15 mm C.P. brass pillar taps. |
| 86 | 18.10 Providing and fixing Stainless Steel AISI 304 (18/8)kitchen sink as per IS 13983 with C.I. brackets andstainless steel plug 40 mm including painting of fittingsand brackets, cutting and making good the wallswherever required:18.10.1 Kitchen sink with drain board18.10.1.1 510x1040 mm bowl depth 250mm. |
| 87 | 18.87 Providing and fixing to the inlet mouth of soil, waste &vent pipes pipe PTMT grating with thickness of 8mmand weighing not less than 100gm. complete.18.87.2 100mm |
| 88 | 18.28 Providing and fixing P.V.C. waste pipe for sink or washbasin including P.V.C. waste fittings complete.18.28.2 Flexible pipe18.28.2.1 32 mm dia |
| 89 | 18.83 Providing and fixing on wall face unplasticised RigidPVC soil, waste & vent pipes (working pressure 6 kg /cm2) conforming to IS : 13592 Type A includingjointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion:18.83.1 Single socketed pipe - 110 mm OD |
| 90 | 18.31 Providing and fixing 600x450 mm bevelled edge mirrorof superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete. |
| 91 | 18.33 Providing and fixing 600x120x5mm glass shelf withedges round of supported on anodised aluminium angleframe with C.P. brass brackets and guard rail completefixed with 40 mm long screws, rawl plugs etc., complete. |
| 92 | 18.84 Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised RigidPVC soil, waste & vent pipes conforming to IS : 13592Type A including jointing with seal ring conformingto IS : 5382 leaving 10 mm gap for thermal expansion:18.84.1 Coupler18.84.1.2 110 mm |
| 93 | 18.84.3 Single equal tee without door18.84.3.2 110x110x110mm |
| 94 | 18.84.4 Single equal tee with door18.84.4.2 110x110x110mm |
| 95 | 18.84.5 Bend 87.5°18.84.5.2 110mm |
| 96 | 18.85 Providing and fixing unplasticised -PVC pipe clips ofapproved design to unplasticised - PVC soil, waste &vent pipes by means of 50x50x50mm hard woodplugs, screwed with M.S. screws of required lengthincluding cutting brick work and fixing with cementmortar 1 : 4 (1cement : 4 fine sand) making good the walletc. complete.18.85.2 110mm |
| 97 | 19.7 Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability forhot & cold water supply including all CPVC plain &brass threaded fittings including fixing the pipe withclamps at 1.00 m spacing. This includes jointing ofpipes & fittings with one step CPVC solvent cementand testing of joints complete as per direction ofEngineer in Charge.Internal work - Exposed on wall19.7.1 15 mm nominal outer dia .Pipes. |
| 98 | 19.7.2 20 mm nominal outer dia .Pipes. |
| 99 | 19.7.3 25 mm nominal outer dia .Pipes. |
| 100 | 19.7.5 40 mm nominal outer dia .Pipes. |
| 101 | 19.9 Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability forhot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes& fittings with one step CPVC solvent cement,trenching ,refilling & testing of joints complete asper direction of Engineer in Charge.External work19.9.5 40 mm nominal outer dia .Pipes. |
| 102 | 19.9.6 50 mm nominal outer dia .Pipes. |
| 103 | 19.18 Providing and fixing ball valve (brass) of approvedquality High or low pressure, with plastic floatscomplete :19.18.3 25 mm nominal bore |
| 104 | 19.76 Cutting holes upto 30x30 cm in walls includingmaking good the same :19.76.1 With 1st class bricks. |
| 105 | 19.77 Cutting holes upto 15x15 cm in R.C.C. floors androofs for passing drain pipe etc. and repairing thehole after insertion of drain pipe etc. with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) includingfinishing complete so as to make it leak proof. |
| 106 | 19.65 Providing and fixing PTMT soap Dish Holder havinglength of 138mm, breadth 102mm, height of 75mmwith concealed fitting arrangements weighing notless than 106 gms. |
| 107 | 19.21 Providing and fixing uplasticised PVC connectionpipe with brass unions :19.21.2 45 cm length19.21.2.1 15 mm nominal bore |
| 108 | 19.17 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end):19.17.3 40 mm nominal bore |
| 109 | 19.58 Providing and fixing PTMT grating of approvedquality and colour.19.58.1 Circular type.19.58.1.1 100 mm nominal dia. |
| 110 | 19.19 Providing and fixing gun metal non-return valve ofapproved quality (screwed end):19.19.3 40 mm nominal bore19.19.3.2 Vertical |
| 111 | 19.48 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 markedwith cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflowpipes but without fittings and the base support fortank. |
| 112 | 19.51 Providing and fixing C.P. brass long body bib cock ofapproved quality conforming to IS standards andweighing not less than 690 gms.19.51.1 15mm nominal bore. |
| 113 | 20.3 Providing and laying cement concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate40 mm nominal size) upto haunches of S.W.pipes including bed concrete as per standarddesign :20.3.1 100 mm diameter S.W. pipe |
| 114 | 20.10 Making soak pit 2.5 m diameter 3.0 metre deepwith 45 x 45 cm dry brick honey comb shaftwith well burnt 2nd class bricks and S.W. drainpipe 100 mm diameter, 1.8 m long complete asper standard design. |
| 115 | 20.8 Constructing brick masonry chamber forunderground C.I. inspection chamber and bendswith 1st class bricks in cement mortar 1:4 (1cement : 4 fine sand) C.I. cover with frame (lightduty) 455x610 mm internal dimensions, totalweight of cover with frame to be not less than38 kg (weight of cover 23 kg and weight offrame 15 kg) R.C.C. top slab with 1:2:4 mix (1cement :2 fine sand : 4 graded stone aggregate20 mm nominal size) foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stoneaggregate 40 mm nominal size), inside plastering12 mm thick with cement mortar 1:3 (1 cement:3 fine sand) finished smooth with a floating coatof neat cement on walls and bed concrete etc.complete as per standard design :20.8.1 Inside dimensions 455x610 mm and 45 cm deepfor single pipe line : |
| 116 | 20.8.2 Inside dimensions 500x700 mm and 45 cm deepfor pipe line with one or two inlets : |
| 117 | 20.9 Extra for depth beyond 450 mm of brickmasonry chamber for underground C.I.inspection chamber with same specification asmentioned in item no 20.330 complete as perstandard design :20.9.2 For 500x700 mm size |
| 118 | 20.9 Extra for depth beyond 450 mm of brickmasonry chamber for underground C.I.inspection chamber with same specification asmentioned in item no 20.330 complete as perstandard design :20.9.1 For 455x610 mm size |
| 119 | 22.8 Gravel packing in tubewell construction in accordancewith IS: 4097, including providing gravel fine/medium/ coarse, in required grading & sizes as peractual requirement, all complete as per direction ofEngineer-in-charge. |
| 120 | 22.5 Supplying, filling, spreading & leveling stone bouldersof size range 5 cm to 20 cm, in recharge pit, in therequired thickness, for all leads & lifts, all complete asper direction of Engineer-in-charge. |
| 121 | Drilling and boring pilot hole in any soil strata by manualmeans, collection of soil samples of different strata met withduring drilling at various suitable levels, preservation ofsamples in polythene bags / sample boxes and disposal ofexcess soil or mud, including the cost for water etc. asrequired to maintain the pilot hole properly as perspecification and direction of the Engineer - in - charge.i. 100 mm dia |
| 122 | Reaming of pilot hole to an enlarged bore hole in any soilstrata by manual means, disposal of excess soil or mud,including the cost for water etc. as required to maintain thebore hole properly as per specification and direction of theEngineer - in - charge.i. from 100 mm dia pilot hole to 250 mm bore hole |
| 123 | Providing & lowering of UPVC pipe as per IS:12818 afterwashing of the bore hole by manual means as perspecification and direction of the Engineer - in - charge.A. 'CM' Casing pipei. 150 mm dia |
| 124 | iii. 100 mm dia |
| 125 | B. 'RS' pipei. 100 mm dia |
| 126 | Washing and development of tube well by using hand pumpor by any suitable method and testing of the well as perspecification and direction of the Engineer - in - charge. |
| 127 | Providing and shrouding of the deep tube well assembly withwashed pea gravels ( 2.0 - 4.75 mm effective size ) as perspecification ( IS : 4097) and direction of the Engineer - in -charge.A. with contractor's rigi. with pea gravels obtained from Durgapur, West Bengal. |
| 128 | Providing and fixing of UPVC end cap / well cap suitable forUPVC 'CM' casing or 'CS' casing or 'RS' pipes as perspecification and direction of the Engineer - in - charge.i. 100 mm dia |
| 129 | Providing and fitting fixing G.I. pipe (medium class)conforming to IS : 1239 for Mark II/III as per specification anddirection of the Engineer-in-charge.D. 40 mm NB |
| 130 | Providing and fixing G.I. Bend /elbow in the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge.v. 40 mm dia |
| 131 | Providing & fitting fixing of G.I. flange ( 10 mm wallthickness ) by welding with G.I. / MS pipe and placingposition as per specification and the direction of the Engineervi. 50 mm dia |
| 132 | Providing and fixing C.I. non-return valve of approvedquality as per CPWD specification and direction of theEngineer - in - charge.i. 50 mm nominal bore |
| 133 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch(thickness) Gamair wood / plywood pannel board for fittingfixing of electrical items, in/c 2 nos MS angle post ( size 2inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of thesame by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x2 feet) below the ground level and painting two or morecoats & plastic paint as per specification and direction of theEngineer-in-charge. |
| 134 | Installation of submerssible pump and suitable motor uptorequired depth with GI column pipe in/c providing fittingfixing by necessary rubber washer, nuts & bolts, MS safetyclamp etc. as per required size and making necessaryelectrical connection with main switch / starter with motor in/ccommissioning & trial run as per direction of the Engineer-incharge( pump, motor with cable, GI pipe will be issued bythe Department at free of cost and fabrication of GI columnpipe will be paid separately ).i. 2500 GPH capacity |
| 135 | Providing and fixing of UPVC reducer suitable for UPVC'CM' casing or 'CS' casing or 'RS' pipes as per specificationand direction of the Engineer - in - charge.ii. 150 x 100 mm dia |
| 136 | Providing 2 HP submerssible pump as per direction of Engineer in charge (NON SCHEDULE) Please Enable Macros to View BoQ information |
