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| Sl. No. | Item Description |
| 1 | SECTION 1 - CARPENTRY WORKS |
| 2 | Providing and Fixing Homogeneous 2.00 mm thick PVC sheet/tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including, levelling small undulations with plaster of paris if required, rolling with light wooden roller weighing about 5kg all complete as directed by Engineer-in-charge in approved colour and shade |
| 3 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)a) Colored Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) |
| 4 | Providing and fixing 12 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge Prelaminated particle board with decorative lamination on both sides |
| 5 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)a) With clear float glass panes of 6.00 mm thickness |
| 6 | Providingandfixingdoubleactionhydraulicfloorspringof approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of removing & re-fixing of existing door shutter, cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass/SS cover plate. |
| 7 | Providingandfixing4LeverMorticeLockofapprovedmake suitable for aluminium sections |
| 8 | Providing and fixingapproved quality and shape locks cum handle ofapprovedmake for slidingshutters |
| 9 | Providing and fixingapproved quality stain less steel body roller wheelsof approved make for slidingshutters |
| 10 | Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width |
| 11 | Designing, providing and fixing of 4mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over- hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet +3 mm thick low density polyethelene virgin resin core +0.5 mm thick polyester (PVDF) coated Aluminium sheet allc omplete as per approved shop drawings and specification (Aluminium frame work will be paid under reelevant item)Note:ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site. |
| 12 | Designing, providing and fixing of 4mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5mm thick PVDF coated aluminium sheet +3mm thick low density polyethelene virgin resin core +0.5mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification Note: ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site. |
| 13 | Providng and fixingAluminium Grill 10 mm thick in natural Silver anodising of min 15 microns with a opening size of 120mmx 75mmand minimumweight of 2.64 Kg/ Sq.M including providing anfd fixing Suitable \"F\" / \"H\" section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-charge Aluminium alloy shall be of 6063-T6 with yield strength of minimum 6.5 kg / sq.mm. |
| 14 | Providing and fixing single point lock cum handle foraluminium openable windows / top hung shutters approved equivalent quality and makecomplete all as per specifications and as directed by the Engineer-in-charge |
| 15 | Providing and fixing locks for aluminium sliding window shutters , Overall size of 204mmx23mm or approved equivalent quality,make,type all as per specifications complete as directed by the Engineer-in-charge |
| 16 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC/Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item).With toughened float glass panes of 6.00 mm thickness |
| 17 | Providing, supplying fixing Floor Spring with spindle insert closing force EN3, EN4, EN6 with stainless steel satin finish cover plate complete including making cutouts on floor & finishing the same complete |
| 18 | Providing and fixing 35 mm thickflush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneeringwith internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete. |
| 19 | Extra for providing and fixing flush doors with decorative veneering on both sides |
| 20 | Extra for providing lipping with 2nd class teakwood battens 25mm minimum depth on all edges of shutters (overall area of door shutter to be measured) Commercial flush door shutters |
| 21 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings. |
| 22 | Providing and fixingFRPdoor shuttersflush door / panelled type withplaincolourorwoodenveneerfinishofapprovedmake, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foamand fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screwsa) 35 mm thick panelleddoor type of approved coloursincluding the costof100mmISImarkedheavyqualitystainlesssteelbutt hinges with necessary screws. |
| 23 | Providing, supplying and fixing hollow metal flush steel doors 40mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutter made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise/deadlock of approved make, a pair of 200mm long stainless steel handles, 250mm long stailless steel towerbolt, etc. frame hollow portion filled with PCC 1:2:4, necessary holdfast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 24 | Providing and fixing IS:12817 marked stainless steel butt hinges of size 125 x 64 x 2.5 mm (heavy weight) of approved makewith suitablestainless steel screws etc. including removing & re-fixing of existing door shutter completeas directed by the Engineer-in-charge |
| 25 | Providing and fixing aluminium aldropsof size 250 X 16 mm ISI marked anodised transparent or dyed to requried colour or shade with necessary screws, bolting fromrear side completeas per specifications and as directed by the Engineer-in-charge |
| 26 | Providing and fixing anodised aluminium tower bolts of size 250 X 12 mmISI markedof approved make,transparent ordyed to requried colour or shade with necessary screws etc. |
| 27 | Providing and fixing anodized aluminium tower bolts of size 200 X 12mmISImarked ofapprovedmaketransparentordyedto requried colour or shade with necessary screws etc |
| 28 | Providing and fixing anodisedaluminium baby latch of size 75 X 12mm ISImarkedofapprovedmaketransparentordyedto requried colour or shade with necessary screws etc. |
| 29 | Providing and fixing mortice latch and lock of approved make with 6 levers and a pair of handles Inside opening LEFT / Right with necessary screws etc completesuitable forfixing inwooden / steel/ FRP/ doors as per specifications. |
| 30 | Providing and fixing IS: 3564 marked aluminium diecast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. |
| 31 | Providing and fixing aluminium handles175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete. |
| 32 | Providing and fixing aluminium hanging heavy qualityfloor door stopperISI markedwith twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete |
| 33 | Takingoutdoors,windowsandclearstoreyopenings(steel/ wood) shutter including stacking within 100 m lead (only shutters) Of area 3.00 Sq.M and below |
| 34 | Takingoutdoors,windowsandclearstoreyopenings(steel/ wood) shutter including stacking within 100 m lead (only shutters) Of area beyond 3.00 Sq.M |
| 35 | Removingglasspanesincludingremovingdamagedglassand replacing with new glass, includingputty and nails wherever necessary in wooden partitions / wooden doorsa) Plain float glass panes of thickness 4 mm |
| 36 | Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirementfor fixing Eps or other structuresallas specified by the manufacturer complete all as per specifications and drawings.a) 16 mm diameter 100 mm Long |
| 37 | Providing and fixing G.I Weld Mesh- 25x25mmx2mm Thick ( 14 Swg) at window/exhaust openings with necessary necssary aluminium frames and fittings at all levels including scaffolding all as per drawings, specificationsandasdirectedbytheEngineer-in-charge. |
| 38 | SECTION 2 - PLUMBING WORKS |
| 39 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams |
| 40 | Providing,laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hempyarn,whitelead,jointingteflontape,chasingwallsand making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. PipeswithISI marked\"C\" -Class heavy quality pipes of approved make.a)15 mm dia G.I pipe |
| 41 | Providing,laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hempyarn,whitelead,jointingteflontape,chasingwallsand making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. PipeswithISI marked\"C\" -Class heavy quality pipes of approved make.a)20 mm dia G.I pipe |
| 42 | Providing,laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hempyarn,whitelead,jointingteflontape,chasingwallsand making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. PipeswithISI marked\"C\" -Class heavy quality pipes of approved make.a)25 mm dia G.I pipe |
| 43 | Providing,laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hempyarn,whitelead,jointingteflontape,chasingwallsand making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. PipeswithISI marked\"C\" -Class heavy quality pipes of approved make.a) 50 mm dia G.I pipe |
| 44 | Providing,laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydralic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing withhempyarn,whitelead,jointingteflontape,chasingwallsand making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes withISI marked\"C\" -Class heavy quality pipes of approved make. a) 80 mm dia G.I pipe |
| 45 | Making connection of distribution branch with G.I main of 25 to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge |
| 46 | Making connection of distribution branch with G.I main of 50 to 80 mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-charge |
| 47 | Providing & fixing in position heavy pattern screw down gun metal gatevalvewithhandlesandwheelsofapprovedmakeincluding testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge.a) 20 mm n.b. |
| 48 | Providing & fixing in position heavy pattern screw down gun metal gatevalvewithhandlesandwheelsofapprovedmakeincluding testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge.a) 25 mm n.b. |
| 49 | Providing & fixing in position heavy pattern screw down gun metal gatevalvewithhandlesandwheelsofapprovedmakeincluding testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge.a) 50 mm n.b. |
| 50 | Providing and fixing C.Pbrass bib cock of heavyqualityof specified/approvedmake asperspecificationsandasdirected by the Engineer-in-charge.A) 15 mm diabib cock of approved type and make . |
| 51 | ProvidingandfixingC.PbrassAnglecockofheavyqualityof specified / approved make, for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge.A) 15 mm n.b CP brass Angle cock of approved make. |
| 52 | ProvidingandfixingPVCinletconnectionpipesheavyquality suitableforhotandcoldincludingCPbrassunionsandnuts15 mm dia 450 mm long. |
| 53 | Providing and fixing 15 mm C.P brass pillarcock of heavy Quality of approved makeand specied typeas per specifications and as directed by the Engineer-in-charge. |
| 54 | ProvidingandfixingHeavyQuality15mmC.Pbrass swanneck pillar cock ofapproved make asperspecificationsandas directed by the Engineer-in-charge. |
| 55 | Providing and fixing heavy quality health faucetwith 1.50 metres longflexiblehose(hand shower)of approvedmakewithwall bracketsandtypeasperspecificationsandasdirectedbythe Engineer-in-charge. |
| 56 | Supplying and fixing Cast IronMan hole or Cast Iron Steps, covers ofapprovedmakeandweightasspecified inthedrawingsor as directed by the Engineer in charge. |
| 57 | Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 or Cast Iron hubless pipes confirming to IS 15905 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905.75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 |
| 58 | Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 or Cast Iron hubless pipes confirming to IS 15905 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905.100 mm dia sand cast iron S&S pipe as per IS:1729 with 1.00 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 |
| 59 | Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 or Cast Iron hubless pipes confirming to IS 15905 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905.150 mm dia sand cast iron S&S pipe as per IS:1729 with 1.20 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 |
| 60 | Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1No125mmdiaC.Pbrassgrating, completeallas specifications and drawings and as directed by the Engineer-in-charge |
| 61 | Providingandfixingheavyqualitystainlesssteel/C.Pbrass gratingof approved equivalent makeas specified for floor traps / nahani traps all as directed by the Engineer-in-charge.SS grating 125 mm dia |
| 62 | Providing and fixing Indian water closet (Orissa pan) of apperoved make with 100 mm China ware P or S trap,One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connectionwith all fittings and fixtures completeincludingallconnection,embeddinginposition commissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge.White Vitreous china Orissa pattern W.C. pan of size 580x440 mm. |
| 63 | ProvidingandfixingwhitevitreouschinaEuropeantypeWater Closet with\"P\"or\"S\"Trap withsolidseatandlidofapproved make,10litrelow levelwhitePVCflushing cisternwithmanually controlled device (handle lever) conforming to IS:7231,flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connectionof450mmlong,includingtesting,commissioning& cleaning etc.complete all as per drawings and specifications and as directed by the Engineer-in-charge.E.W.C.paninWhitecolour withISImarkedwhitesolidplastic seat and lid. |
| 64 | Providing and fixing viterious China wash basin of approved make andcolourwithC.I.brackets,15mC.P.brasspillartapof approved make,15mm x 600mm long PVC Inlet connection,32 mm heavy quality C.P. brass waste couplingof standard pattern, including painting of fittings and brackets, cutting and making good thewallsandtestingcompleteallasperspecificationsandas directed by the Engineer-in-charge.WhitevitreousChinawashbasinsize550x 400mm/ 550x 420 mm and equivalent sizes with single 15 mm C.P. brass pillar tap. |
| 65 | Providing and fixing satin finishstainless steel AISI 304 (18/8) kitchen sink of size 610 x 510 mm without drain boardand bowl size 685 x 535 x 250 mm depth as per IS13983 of approved make, with C.I. brackets, fittings and stainless steel plug 40 mm including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried complete as per specifications and as directed by the Engineer-in-charge. |
| 66 | Providingandfixingwhitevitreouschinalaboratorysinkof size 530x430x 180mmwithC.I.brackets,C.P.brasschainwith rubberplug,40mmC.P.brasstrapwithC.P.brassunions complete including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever required complete as per specifications and as directed by the Engineer-in-charge. |
| 67 | Providing and fixing PVC low level / high levelflushing cistern 10 litre capacity of approved make in white colour with flush pipewith manuallycontrolleddevice(handlelever)conformingtoIS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 68 | Providing and fixing solid plastic seat of approvedcolour suitable toexistingEWC withlid includingCPbrass/SSbolts,screws etc. for pedestal type W.C. pan complete as per specifications and as directed by the Engineer-in-charge |
| 69 | ProvidingandfixingHeavyquality flexiblePVCwastepipeof following dia. (semi rigid or flexible) of approved makefor sink or washbasinincluding PVC wastefittings etc. complete allasper specifications and as directed by the Engineer-in-charge.32 mm dia flexible PVC (semi-rigid) waste pipe. |
| 70 | ProvidingandfixingHeavyquality flexiblePVCwastepipeof following dia. (semi rigid or flexible) of approved makefor sink or washbasinincluding PVC wastefittings etc. complete allasper specifications and as directed by the Engineer-in-charge.40 mm dia flexible PVC (semi-rigid) waste pipe. |
| 71 | Providingandfixingheavyquality C.P . brasswastecouplingof following dia for wash basin and sink, of approvedmake, sizeand quality all as directed complete.C.PBrass Wastecoupling32mmDiaofapprovedmakeHalf threaded or Full threaded as per requirement. |
| 72 | Providingandfixingheavyquality C.P . brasswastecouplingof following dia for wash basin and sink, of approvedmake, sizeand quality all as directed complete.CPbrass wastecoupling38mmdiaofapprovedmakeHalf threaded or full threaded as per requirement. |
| 73 | Providingandfixing heavyquality CPbrass bottletrap31/32 mm of approved make single piece moulded with height of 270mm, effectivelengthof tailpipe260mmfromthecentreofthewaste coupling77mmbreadthwith25mmminimumwaterseal,of approved make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. |
| 74 | Providingandfixing15mmPVC inlet connection suitable for hot and cold water 600 mm long with nuts andwashers complete for washbasins/ Urinalsetc. withallnecessaryacessoriescomplete as directed by the Engineer-in-charge. |
| 75 | ProvidingandfixingBrass15mmC.Ppresstomaticseriesauto shut urinalflush cock ofapproved make and quality. |
| 76 | SECTION 3 CIVIL WORKS |
| 77 | Earth work excavation by mechanical means (Hydraulic excavator)/ manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoringanddewatering(ifnecessary)andrefillingwithselected excavatedearthinlayersofnotmorethan500mmthick,each layer well rammed and consolidated including disposing the surplusearthwithin adistance of 200mallasper specifications including clearing Jungle, uprooting ofvegetation, grass,etc. completeand asdirectedbytheEngineer-in-charge. From 0.00 to 1.50 m depth from Average Ground Level. |
| 78 | Providingandlayinginpositioncementconcreteof1:2:4(1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels. Note:The minimum cement content for Cement Concrete works should be as per the latest revision of the relevant IS code. |
| 79 | ProvidingandlayinginpositionReinforcedCementConcrete (RCC)of grade M-20using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers),weigh batching,mechanical mixing, transporting,placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. up to Plinth Level. Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 80 | ProvidingandlayinginpositionReinforcedCementConcrete (RCC)of grade M-20using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers),weigh batching,mechanical mixing, transporting,placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications.In super structureup to20.00 metre height. Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. |
| 81 | Providing Reinforcement Steel for reinforced cement concrete at alllevelsincludingsupplying,preparationofbarbending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor Using TMT bars of specified grades of all sizes confirming to IS:1786.. |
| 82 | Providing Structural steel work in M.S Plain Plates and chequrred Plates, MS sheets, etc.for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc.including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications. All test reports to be provided along with the supply of the materials. Note: 1. Structural steel confirming to IS 2062 shall be supplied.2.Product to be got approved by the Project Engineer before procurement and relevant Test cerificate to be produced.3. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.4. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates.5. Welding Electrodes of specified and suitable grade only shall be used 6. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted .7. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. |
| 83 | Providing Structural steel work using angles, channels, joists and other sections, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawingsand as directed by theEngineer in charge.Up to and including 300 mm Joists, 350 mm channels, and below sections using materials ofapproved manufacturers . All test reports to be provided along with the supply of the materials. Note:1. Structural steel confirming to IS 2062 shall be supplied.2.Product to be got approved by the Project Engineer before procurement and relevant Test cerificate to be produced.3. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.4. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates.5. Welding Electrodes of specified and suitable grade only shall be used 6. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted .7. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. |
| 84 | Providing,centering,shutteringFormworkusingsteelplates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels.For Sub Structure |
| 85 | Providing,centering,shutteringFormworkusingsteelplates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. For Super Structure |
| 86 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specificationsandasdirectedbytheEngineer-in-chargeatall levels. For Super Structure |
| 87 | Providingandconstructingbrickwork inCementmortarusing standardbricks of approved class/ quality, make or brandin foundation and plinth including curing, raking out joints, simultaneous pointing below plinth level if specified,complete as perdrawings, specifications and as directed by the Engineer-in- charge. Brick workin C.M 1:4 using crushed sand |
| 88 | Providing 12 mm thick Internalplasteringin cement mortar1:4 without cement punning (usingcrushed sand) finished smooth, including sieving of sand to required fineness, preparation of thesurface, scaffolding, curingall as per specifications, drawings and as directed at site complete. |
| 89 | Providing 20 mm thick water proof plasteringin cement mortar1:4 (using crushed sand) finsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% byweightofcement oraspermanufacturer\"sspecifications, sievingofsandtorequiredfineness,preparationofsurface, scaffolding at all heights, curing all as per specifications,drawings and as directed by the Engineer-in-charge |
| 90 | Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab includin grubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar1:4(using crushed sand)all as per specifications,patterns and drawings complete. |
| 91 | Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Engineer-incharge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge |
| 92 | Providing and fixing Glazed VITRIFIED tiles of approved make in different sizes conforming to IS15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-chargeUsing Tiles of size 600 X 600 mm |
| 93 | Add Extra for polymer mortar in place of cement mortar |
| 94 | Providing and laying Self levelling Epoxy flooring, including preparation of the surface, primer coat, screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job to be carried out through a specialized approved agency). 4mm thickness |
| 95 | Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingwithnot less than 15mm - 17 mm thick graniteslabs over20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings.Usingapproved black shade |
| 96 | Providing Chemical based waterproofing of modified acrylic emulsion Polymer and Elastomeric waterproofing coating of approved equivalent product over terrace slab/parapet/sidewalls etc. at all elevations including polycon based fibrous net complete including cleaning and preparation of surface and testing by ponding water complete with following operations.1.Removing of all loose materials by wire mesh and clean entire terrace with clean water by using water jet wherever required. 2. Open all visible crack by plaster cutting machine in \"V\" shape. 3. Dilute binder with water in the Ratio of 1:4 and pour on the bare slab to be treated. 4. Apply binder and cement in the ratio of 1:1 and water to obtain paste like consistency and fill the cracks. 5. Apply bond coat binder and cement in the ratio of 1:1 to entire terrace. 6. First coat binder & cement at the rate of 1.48 sq. m per litre. 7. Lay polycon based fibrous net (polyester geotextile of minimum 80GSM) for entire area immediately before drying of first coat to get proper bonding.8. Apply one more coat of binder & cement above fibre net 9. Apply 2 coats @2.40 Sq. M per litre with dilution 10% weight of potable water. 10. Test the surface for water tightness |
| 97 | Providing and applying one coat of cement primer of approved brand on wall surface to receive specified paint including scaffolding complete all as per specifications and as directed by Engineer-in-charge |
| 98 | Providing , painting and finishing walls with two coats of exterior emulusion paint of approved make on sand face plaster/ plain plaster & concrete of required shade over new work including base coat of water proofing cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 99 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 100 | Providing and Painting twocoats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an evenshade over aprimer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by theEngineer-in-charge |
| 101 | Providing and paintingtwo (or) more coats with Epoxy paint at all locations prepared and applied as per manufacturer\" specifications including a priming coat if specified by the manufacturer, preparation of surfaceby cleaning with wire brush and rubbing with sand paper to remove dust, dirt etc, after first coat Epoxy based trowelling compound if required, including preparation of the surface by scrapping, applying sand paper,by cleaning with wire brush and rubbing, making free of rust, dirt etc. filling the holes, joints,cracks ifanyetc.complete.allaspermanufacturers technical data and as directed at site to acheive 200 micron film thickness (50 micron primer coat + 150 micron finishing coat) |
| 102 | Providing and fixing double tubular scaffolding system using H-frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S.tubes,M.S.tubechallies,M.SclampsandM.Sstaircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved andremovingitthereafter.Thescaffoldingsystemshallbe stiffenedwithbracings,runners,connectionwithbuildingetc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directionsandasapprovedbytheEngineer-in-charge.The elevational area of the scaffolding shall be measured for payment purposes.Thepaymentshallbemadeonceirrespectiveof duration of scaffolding |
| 103 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surfaceup to 3 mm thickto get uniform surface free from undulationincluding cleaning complete all as directed by the Engineer-in-charge |
| 104 | Dismantling plaincementconcrete manually/bymechanical means carefullywithoutdamagingadjacentstructuresincluding disposal of debris within 200 m lead as per direction of Engineer-in charge. |
| 105 | DismantlingofRCCworkscarefully manuallywithoutdamaging adjacentstructuresexcludingcuttingofreinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge. |
| 106 | Dismantling brick work in Cement mortar carefully without damagingadjacentstructuresincludingstacking ofmaterialsand dispoalofunserviceablematerialswithin100mleadasper direction of Engineer-in-charge. |
| 107 | Dismantling doors, windows and clear storey openings (steel/wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100m lead (full windows) Of area 3.00 Sq.M and below |
| 108 | Dismantling doors, windows and clear storey openings (steel/wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100m lead (full windows) Of area beyond 3.00 Sq.M |
| 109 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 110 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m leadFor thickness of tiles above 10 mm and up to 25 mm |
| 111 | Dismantlingoldplaster / skirtingcarefully, rakingoutjointsand cleaning the surface for plaster includingdisposal of rubbish to the dumping ground within 100 m lead. |
| 112 | Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. The rate is applicable for the NET Quantity arrived at after making deductions for voids @ 30% in respect of debris from the corresponding STACK / TRUCK measurements. For Debris |
| 113 | Making the opening in brick masonry for door / window / clear story opening including dismantling in floor or walls by cutting masonry andmakinggoodthedamagestowalls,flooringandjambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground. |
| 114 | Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) coating as finishing coat over a priming coat of of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer\" specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces |
| 115 | SECTION 4 MISCELANEOUS WORKS |
| 116 | Structural repairs works with pre-packed dual shrinkage controlled (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibrereinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process: 1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc.Mechanically profile and prepare concrete surfaces by abrasive blasting, waterjetting or other engineer approved methods 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float. The polymer modified mortar shall have the following properties/technical parameters:(A) Properties / technical parameters of pre-packed Polymer Modified Mortar:i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % ( ASTM C1260)(B) Properties / technical parameters of SBR polymer bond coat material: \"i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105oC: 38 + 1 iii) pH value: 7.5 to 9.5iv) Specific gravity at 27.5oC: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat\" Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer\"s technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed, Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item.(h) Curing like mist spraying the surface with water or using damp burlap or hessian cloth shall be done. Replacement of old rebars in case of reduction in diamter shall be done in consultation with EIC before applying repair mortar (i) Safety Precuations:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in-charge at site using approved pre-packed polymer modified mortar suitable for structural repair works. |
| 117 | Carrying out manual miscellaneous carpenrty/plumbing/masonry works like minor structural repairs, fixing departmental fitting & fixures , maintenance of plumbing works (Checking of inlet/outlet pipelines and removing the chokes from W/C, washbasin , Traps, bends,eyewash/emergency showers/ss sinks in laboratory/plant/Toilet area etc) etc. as and when required and as directed by project engineer.Skilled Carpenter/Plumber/Mason etc with valid pvc for contract periodNote: 1. Labour should carried necessary carpentry/plumbing/masonry tools 2. payment shall be made as per the log book duly approved by the Engineer-In-Charge. 3. contractor shall arrange necessary PVC for this work. |
| 118 | Carrying out manual miscellaneous carpenrty/plumbing/masonry works like minor structural repairs, fixing departmental fitting & fixures , maintenance of plumbing works etc. as and when required and as directed by project engineer.Semi skilled Carpenter helper / Plumber helper / Mason helper etc with valid pvc for contract periodNote: 1. Labour should carried necessary carpentry tools 2. payment shall be made as per the log book duly approved by the Engineer-In-Charge. 3. contractor shall arrange necessary PVC for this work. |
| 119 | Supplying man power along with necessary pans, spades, shoval, pick axe, punjas, ropes, small specials spade, rain coats, safety shoes etc., minimum two number of labour per day upto maximum any number of labours and when decided by Engineer-in-charge to work for eight hoursper day or monsoon peiod to carry out the cleaning of chocked drain gratings grills / hume pipes/ footpath by removing the dry leaves silt etc., and also carry out seasonable departmental work/ miscellaneous works allotted by Engineer-in- charge from time to time.Unskilled manpower/ labor for loading/ unloading, area cleaning and misc works etc including cost of equipment whichever is required |
| 120 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Notes : (1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonry/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service. (2) Deployment: The contractor shall deploy one Technician for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the Technician will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis per day. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1249/- per day of shortfall in notice period will be levied on the contractor. |
| 121 | Carrying out Construction safety implementation works like daily walk through survey, monitoring safe working procedures (SWP/SOP) and implimentation of safety requirements, ensuring regular usage of safety gadgets by workers/staff, helping Engineer / Safety Officer to prepare various reports like Work Permit, Height Pass, Checklist etc., reporting unsafe conditions/acts to the site engineer and preparation of monthly safety reports all as directed by the Engineer-in-charge. Note:- (1) Each Job shall be carried out by one qualified Safety Steward having minimum SSC with one year experience in Construction Safety field or SSC with certificate course in Construction Safety by MSME or equivalent Training Institute, with basic knowledge of First aid. (2) Deployment: The contractor shall deploy one Safety Steward for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Safety Steward exclusively for the particular job. (5) The Safety Steward should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Safety Steward will report to BARC Engineer/ EIC. (6) The minimum notice period before change of Safety Steward is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1151/- per day of shortfall in notice period will be levied on the contractor. |
| 122 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 2 (Two ) years experience/Diploma holder with 5(Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT.(4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job.(5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,579/- per day of shortfall in notice period will be levied on the contractor. |
| 123 | Providing & supplying of Pick-up Van / Utility Van for various areas for the requirements arising from time to time inside and outside BARC. The Pick-up Van / Utility Van of minimum five seaters capacity with the back side provision for transporting/ shifting of various construction / maintenance materials, machinaries and tools etc. and for other works including Driver as assigned and directed by Engineer-in-Charge. (8Hrs. a day or 60 km max as per certification of Engineer-in-Charge).Conditions:1. The above rates shall be inclusive of cost of supply of Pick-up Van / Utility Van, Fuel, wages of Drivers and other consumables etc. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the pick up van is parked insideBARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4. Break Down Hours as per actuals and Lunch break (30 min.) timings shall not be considered for payment. 5. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 6. BARC being a restricted place, the driver should have good credentials and shall have valid Police Verification / Clearance Certificate (PVC), driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The make and model of the vehicle should not be more than 8 years old, roadworthy with all valid documents. 8. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically for safe and incident-free driving. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision shall be final and binding as regards suitability of that particular vehicle. 10. The vehicle should be a transport vehicle and preferably in white colour with a board \"ON GOVERNMENT OF INDIA DUTY\". 11. The cost of POL, maintenance and servicing of Per Day2,600.00vehicle including replacement of parts, payment to the driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability on these accounts. 12. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor. 13. The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). 14. The contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to the driver while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 16. No revision of price shall be entertained during the period of contract. 17. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 18. In case of absence of Driver/vehicle for entire week, a compensation ofRs. 3000 /- per week, for not providing the service, will be levied on the contractor for that week. |
| 124 | Cleaning of RCC Overhead tanksas per the following process:-1. Dewatering the tank with submersible pump or with suitable arrangements, de-silting and removal of left-over dirty water up to a depth of100 to 150 mm in the bottom. 2. The sludge shall be removed by special sludge pumps. Sludge Sucker should be a part of the High Pressure System which sucks the sludge and removes the same out of Tank.3. The walls and ceiling shall be cleaned with mechanized high pressure jet machines by rotary jet system at 100-150 Bar pressure (150 Kg /sq cm) which should dislodge the layer of dirt, algae, fungus stuck on its surface. 4. Scrubbing machines shall be used for old stains along with cleaning chemicals if required. 5. The floor of the dirty tank should be thoroughly cleaned up by jet cleaner to remove all the accumulated dirt and the remaining sludge should than be removed by sludge pumps.6. The dirt silt and other foreign material should further be removed by Industrial Vaccum Cleaners (having Max Power of 1200 W., with suitable heavy duty rugged Motor.. The equipment must handle solid particles as well to make the floor totally dirt free.7. Subsequently, Anti-Bacterial chemicals (NON TOXIC, BIO DEGRADABLE, ECO FRIENDLY) shall be sprayed/applied to ensure total sterilization of tank from the inside.8. Finally, the Inside of the tank should be treated with ultraviolet Radiator to eliminate further floating bacteria/virus in order to make the tank totally clean, bacteria free and safe for storage of drinking water.All the above operations should be executed by trained workers and technicians, properly dressed along with gum boots, to work as per the direction of Engineer in charge. All safety Gadgets like Safety Belts, Special Safety Ladder, Helmets, Heavy Duty Gum Boots, Electric Safety Gloves and Special Working Gloves, Safety Goggles, Masks, Aprons, ventilator fans shall be used for safety reasons. All works shall be carried out as per the directions of the EIC complete. (Note : 1. The quoted rate shall include the cost of obtaining water connections for cleaning, drain lines,storage and Cleaning equipments like Scrubbers/Wipers, Storage drums, Sludge Collectors and Cisterns, and all tools tackles and other equipment’s including safe & proper disposal of sludge and waste water.2.) Rate shall include cost of writing date of cleaning with paint using stencils after removing the old date(if any) by painting., all complete |
| 125 | Providing, supplying and fixing 98mm over all thick partition using stud partition which includes one layer of tapered edge 13mm thick (conforming to BS5234–1992, Part2) screw fixed with dry wall screws of 25mm at 300mm centres to either side of 70mm C stud (0.5mm thick having one flange of 34mm and another flange of 36mm made of GI steel) placed at 600mm centre to centre in 72mm floor and ceiling channel (0.5mm thick have equal flanges of 32mm made of GI steel), which is anchored to the floor & true ceiling using suitable anchor fasteners or metal screws with nylon plugs. The boards are to be fixed to the frame work with joints staggered to avoid leakage through joints. A gypsteel fixing channel of 99mm width (0.9mm thick having two flanges of 9.5mm each) has to be provided at the horizontal joints of the two boards screw fixed to the studs using metal to metal flat head screws. Finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with gyproc jointing compound, joint paper tape and two coats of dry wall top coat (as per recommended practices). 25mm glasswool slab of density of 32Kg/cu.m shall be placed in the cavity |
| 126 | Providing & fixing natural bamboo screen wall with natural bamboo of 100mm dia at 150 mm c/c, 1500 mm height from FFL, cut to 45 in front. Natural bamboo to be treated with anti termite treatment and weather proof transparent coating as per the instruction of Engineer- in-Charge. |
| 127 | Providing , supplying and laying Pre Polished Granite Slab Flooring / Dadooing / Wall cladding /TREAD RISER with not less than 15 to 17 mm thick Granite slabs as specified (Sample of Granite slab shall be got aproved by the Engineer-in-charge) over minimum 20 mm thick base of cement mortar 1:4 for floors and 12 mm thick base of cement mortar 1:3 using 100% manufactured sand of approved quality laid and placed with grey cement slurry including filling the joints with matching White cement based tile Grout complete all as per specifications and drawings.Samples/shades/pattern as approved by Architect.a) Flooring/Cladding/Riser 15 to 17 mm thick - using colour shade of approved pattern of Galaxy range or Equivalent as approved by the Architect and full moulding should be require as per requirement. |
| 128 | Extra over item no-4.12 for Providing flamed treatment/Sand blasting/river blasting of granite all complete as per the directed by the Project Engineer |
| 129 | Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approvred surface design and edge profile placed in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600mm centres and thereafter in direction vertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. The main tees to be suspended from the ceiling/ soffit with the help of matal dash fastners of 6mmx50mm, soffit clits of 25mmx35xxx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment).a) tile models of Fine Fissured |
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