|
| 1 | Dismantelling worksDemolishing brick work In cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. : In cement mortar (HSR-5.7.4) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) (HSR-5.23.2) |
| 3 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area 3 sq. metres and below Each (HSR-5.29.1) |
| 4 | Of area beyond 3 sq. metres(HSR-5.29.2) |
| 5 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mmQTY SAME AS (HSR-10.26.1+10.50.1)(HSR-5.43.1) |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to thedumping ground within 50 metres lead.QTY SAME AS 11.58 (HSR- 5.45) |
| 7 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. (HSR-30.83) |
| 8 | Dismantling of flushing cistern of all types (C.I.IPVCNitreous Each China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. (HSR-5.63) |
| 9 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. (HSR-30.18) |
| 10 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge (HSR-30.80) |
| 11 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge Up to 150 mm diameter (HSR-5.56.1) |
| 12 | Dismantling Stone Spalls or Brickbats Filling and shifting of material to ground floor to the specified location. In dry (HSR-5.4.1) |
| 13 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead upto 1 K.M , for all leads including all lifts involved. (HSR-5.70) |
| 14 | Removing old broken/serviceable glass of any thickness or size or description except polished plate glass from old wood or metal frames etc.(any thickness or size) hacking out old putty etc. including making good breakages in talking out and handling complete (HSR-5.51) |
| 15 | Disconnecting damaged overhead / terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. (HSR-30.89) |
| 16 | Masonry WorkBrick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) for making Extra height toWash Basin setting/ below Ventilator (HSR-7.22.2) |
| 17 | Half brick masonry with common burnt clay non-modular bricksof class designation 7 .5 in superstructure above plinth level up to floor IV level.Cement mortar 1 :4 ( 1 cement :4 coarse sand-support wall behind Wash Basins & both side of sink) (HSR-7.28.2) |
| 18 | Providing and laying autoclaved aerated cement blocks masonry with 150mrn/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor IV level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). (HSR 7.51) |
| 19 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick tile of class designation 1 O(HSR-9.11.1) |
| 20 | Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1: 3 (1 cement : 3 fine sand) as per standard design : (HSR-9.17.1) |
| 21 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR-9.18) |
| 22 | Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4(HSR-10.8) |
| 23 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.HSR 13.29.2 |
| 24 | Roofing/Waterproofing WorkProviding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 1O cm. (c) third layer of 1.5 mm thickness consisting of sluny of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken up to 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately).For the purpose of measurement the entire treated surface will be measured. HSR 28.16 |
| 25 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement sluny mixed with water proofing cement compound consisting of applying (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/ sqm This layer will be allowed to air cure for 4 hours. (b) Second layer of sluny of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (HSR-28.15) |
| 26 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) llnd course of 20 mm cement plaster 1 :3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) lllrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) lvth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sqm 153 267 420 sheet should be 100 mm wide and pasted to each other with bitumen@ 1.7 kg/sqm). (HSR-28.14) |
| 27 | Roofing/Waterproofing WorkFinishes 12 mm cement plaster of mix: 1 :6 (1 cement: 6 fine sand) internal -wall (HSR-11.5.4) |
| 28 | 10 mm cement plaster of mix:1 :3 (1 cement : 3 fine sand)- ceiling (HSR-11.4.2) |
| 29 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1 :4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. 12 mm average thickness. (HSR-31.7.1) |
| 30 | Providing and fixing of chicken wire mesh for avoiding cracks in plaster with necessary nail/screws etc. complete in all respect to the entire satisfaction of engineer-in-charge (HSR-11.71) QTY SAME AS OUTERitem 31.7.1 |
| 31 | Repair to plaster of thickness 12mm to 20 mm in patches of area sqm2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. (HSR-30.17) |
| 32 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR-11.64.1)QTY SAME AS 10MM PLASTER HSR 11.4+11.5 |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR-11.95.1) QTY SAME AS ITEM 31.7.1+30.17 |
| 34 | Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR-11.58)QTY SAME AS 10MM PLASTER HSR 11.5.4+11.4.2+31.7.2+30.17 |
| 35 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (HSR 10.50) 10.50.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (HSR 10.50.1) |
| 36 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (1058.00) |
| 37 | Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm & Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets & screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade,fixed in position including the cost of cement concrete for 1 :2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door Frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter (HSR 13.21.1) |
| 38 | Door Frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter (HSR 13.21.2) |
| 39 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) (HSR-12.157.1.2) |
| 40 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 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.Pre-laminated particle board with decorative lamination on bothsides(HSR-12.158.2) |
| 41 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes (HSR-13.10) |
| 42 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) : Anodised aluminium. Powder coated aluminium (minimum thickness of powder coating 50 micron) (HSR-12.157.2.2) |
| 43 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. : Powder coated minimum thickness 50 micron aluminium (HSR-12.166.2) |
| 44 | Providing and fixing aluminium sliding door bolts, ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x20x6 mm (HSR-12.98.2) |
| 45 | Providing and fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete125 mm (HSR-12.102.1) |
| 46 | Providing and fixing 12 mm thick prelaminated particle board flat pressedPre-laminated particle board with decorative lamination on one sqm side and balancing lamination on other side (HSR-12.158.1) |
| 47 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width (HSR-12.169.1) |
| 48 | Provide & Fixing PVC buffers with necessary screws etc. across complete for UPVC doors (NS) |
| 49 | Miscellenious worksShotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge. Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 50mm thick in Grade M 25 with cement content not less than 330 kg per cum (HSR-31.10.2) |
| 50 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades / balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge :Up to and including 12mm dia. (HSR-31.12.1) |
| 51 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D (HSR-6.36.1) |
| 52 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payableeparately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level up to floor IV level (M-25) (HSR-6.25.2) |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 :2 :4 ( 1 Cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 40 mm nominal size) (HSR-6.1.2) |
| 54 | 1:4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR-6.1.6) |
| 55 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick in Grade M 25 with cement content not less than 330 kg per cum (6.49.1) |
| 56 | Making holes by cutting cores of appropriate dia in RCC floorsand roofs of thickness up to 6\" (six inches) for passing drain pipeand repairing the hole after insertion of drain pipe etc. including finishing-complete so as to make it leak proof. Drain pipe of 150mm internal dia (FILTER MEDIA to drain out excess Water) (HSR-30.82.1) |
| 57 | Making holes by cutting cores of appropriate dia in RCC floorsand roofs of thickness up to 6\" (six inches) for passing drain pipeand repairing the hole after insertion of drain pipe etc. including finishing-complete so as to make it leak proof. Drain pipe of 100mm internal dia (FILTER MEDIA to drain out excess Water) (HSR-30.82.2) |
| 58 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR-4.12.1) |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and wallsUnder 20 cm wide(6.30.16.1) |
| 60 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm (HSR-10.63.1) |
| 61 | Providing and fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISi marked white solid plastic seat and lid (HSR-22.24.1) |
| 62 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HSR-22.22.1) |
| 63 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete:White solid plastic seat with lid (HSR-22.36.1) |
| 64 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White vitreous chinaware Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap(HSR-22.1.4) |
| 65 | Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. (HSR-22.38) |
| 66 | Providing and fixing toilet paper holder:C.P. brass (HSR-22.42.1) |
| 67 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore(HSR-22.105 .1) |
| 68 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (HSR-22.108.1) |
| 69 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.(HSR-22.118) |
| 70 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(HSR-22.119.1) |
| 71 | roviding and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (HSR-22.127) |
| 72 | Providing and fixingbevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete (N.S) |
| 73 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR-22.15) |
| 74 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board 510x1040 mm bowl depth 250 mm (HSR-22.10.1.1) |
| 75 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia(Flexible pipe)(HSR-22.14.2.1) |
| 76 | Providing and fixing PTMT grating of approved quality and colour. 125 mm nominal dia with 25 mm waste hole (HSR-22.123.2) |
| 77 | Providing and fixing Unplasticised PVC connection pipe with brass unions: 15 mm nominal bore (45 Cm Long)(HSR-22.101.2.1) |
| 78 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter (HSR-22.102.1) |
| 79 | WATER SUPPLY, SOIL, WASTE, VENT AND RAIN WATER PIPES & FITTINGS Note: Quoted rate should be inclusive of painted structural support,bracket, clamps, fasteners, etc. No additional cost shall be paid to contractor. Complete as per site requirement as directed by engineer in charge. Pipe rates shall be included with core cutting of RCC floor/slab/beam etc and making finish the same in all drainage and water supply items.Rain water dontake for shed area shall be in scope of PEB vendor. Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B 110MM O.D.(HSR-22.222.2.2) |
| 80 | 160mm O.D. (HSR-22.222.2.1) |
| 81 | P & F SWR PVC pipe classic \"B\" specials ISI marked Fittings (Kisan, Prince, Finolex make) 110mm dia PVC clamp (NS) |
| 82 | Plain Bend |
| 83 | Single junction with door |
| 84 | Gully Trap |
| 85 | Socket |
| 86 | P -Trap |
| 87 | Door tee |
| 88 | Plain Tee |
| 89 | b) 160mm diaPVC clamp (NS) |
| 90 | Plain Bend |
| 91 | Single junction with door |
| 92 | Socket |
| 93 | Plain Tee |
| 94 | Providing, fixing, jointing, testing and commissioning uPVC (Class-3), 6Kg/cm2, Rain water down take pipe conforming to IS:4985cut to required lengths including all necessary fittings and specials,fixing at wall/ceiling level supported by galvanized steel clamps & hangers, making proper connection with cement solvent joint as per BIS / manufacturer. Cutting, chases / holes in floors / walls / slab included. 220m O.D. (NS) |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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 as per direction of Engineer in Charge40 mm O.D. (HSR-22.87.5) |
| 96 | 50 mm O.D.(HSR-22.87.6) |
| 97 | 63 mm O.D. (HSR-22.87.7) |
| 98 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes (HSR-22.86.1) |
| 99 | 20 mm nominal outer dia Pipes (HSR-22.86.2) |
| 100 | 25 mm nominal outer dia Pipes (HSR-22.86.3) |
| 101 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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 as per direction of Engineer in Charge. External work32 mm nominal outer dia Pipes (HSR-22.87.4) |
| 102 | 40 mm nominal outer dia Pipes (HSR-22.87.5) |
| 103 | Supply, Fixing, Testing & Commissioning Upvc deep seal P or S trap of self cleansing design with of without vent arm with provision for connecting Upvc inlet fitting like wash besin waste/Floor drain/shower drain and extend the pipes from trap 125 X 110 mm (NS) |
| 104 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (HSR-22.19) |
| 105 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (HSR-22.182) |
| 106 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) 50mm dia(HSR-22.185.1) |
| 107 | Providing and fixing gun metal non- return valve of approved quality (screwed end):Vertical - 32 mm dia nominal (HSR-22.99.2.2) |
| 108 | Vertical - 40 mm dia nominal (HSR-22.99.3.2) |
| 109 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore (HSR-22.103.2) |
| 110 | 25 mm nominal bore |
| 111 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: (HSR-4.16.1.2) |
| 112 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7 .5 (HSR-22.166.1) |
| 113 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 160 mm deep ( inside) with chained lid and RCC top slab 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay non-modular bricks of class designation 7.5 (HSR-22.174.1) |
| 114 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1 :4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1 :3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1: 2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay non-modular bricks of class designation 7 .5 (HSR-22.192.1.1) |
| 115 | Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay non-modular bricks of class designation metre 559 3342 3900 7.5 (HSR-22.193.1 |
| 116 | Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping (HSR-21.84.1 |
| 117 | Providing M.S. foot rests including fixing in manholes with 20x20x1 O cm cement concrete blocks 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20 mm diameter round bar (HSR-22.198.2) |
| 118 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia up to 300mm .(HSR-30.91) |
| 119 | Electrical WorkCOPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS)Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etcin 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.Group A HSR-23.4.1.1 |
| 120 | Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face platein 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.Group A HSR-23.4.2.1 |
| 121 | Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switchGroup AHSR-23.4.3.1 |
| 122 | Wiring in PVCconduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as requiredGroup AHSR-23.4.4.1 |
| 123 | Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group AHSR-23.4.5.1 |
| 124 | MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work.MS Pipe of 20 mm dia.HSR-23.6.6.1 |
| 125 | MS pipe of 25 mm dia.HSR-23.6.6.2 |
| 126 | MS Pipe of 32 mm dia.HSR-23.6.6.3 |
| 127 | PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 20 mm dia.HSR-23.7.6.1 |
| 128 | PVC pipe of 25 mm dia. HSR-23.7.6.2 |
| 129 | PVC pipe of 32 mm dia. HSR-23.7.6.3 |
| 130 | FITTING AND ACCESSORIES 3 Modules HSR-23.8.10.2 |
| 131 | 4 ModulesHSR-23.8.10.3 |
| 132 | 6 ModulesHSR-23.8.10.4 |
| 133 | 8 ModulesHSR-23.8.10.5 |
| 134 | 12 Modules HSR-23.8.10.6 |
| 135 | Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect.5 amp 1 way switch HSR-23.8.11.1 |
| 136 | 5 amp 2 way switch HSR-23.8.11.2 |
| 137 | 15 amp 1 way switch HSR-23.8.11.3 |
| 138 | 5 amp Socket HSR-23.8.11.4 |
| 139 | 15 amp 6 pin Socket HSR-23.8.11.5 |
| 140 | Blanking plate HSR-23.8.11.10 |
| 141 | Supply and erection of miniature circuit Breaker/isolator 240/415 V in the existing distribution board including making necessary connections:-6 amp. to 32 amp Single Pole HSR-23.22.5.1 |
| 142 | 6 amp. to 32 amp MCB\"s FOUR POLE HSR-23.22.5.7 |
| 143 | 40 amp to 63 amp. MCB\"s FOUR POLE HSR-23.22.5.8 |
| 144 | Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to to the entire satisfaction of the Engineer-in-Charge of the work. TPN DBHorizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing)HSR-23.22.4.5 |
| 145 | TPN DBHorizontal type Double Door 6 way ( 8 incoming 3phase*6 outgoing) HSR-23.22.4.6 |
| 146 | Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 48\" (1200mm)with BEE 5 star rating Make Orient , Havells, Cromptonwith 2 year warranty HSR-20.71.1 |
| 147 | Providing and fixing in position best Indian make (to the approval of the engineer-in-charge) storage type automatic electric water heater, pressure/non-pressure type thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with-draw able and adjustable type AC, thermostat. Thermostat knob to be readily accessible through the opening of suitable cover for and adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) A neon indicator 1 AMP, inner container made out of copper tinned both from inside and outside, outer container made out of mild steel sheet finished in gleaming white stove enamel paint, insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/lead connections or pressure release valve (where required). Complete including fixing and testing for a week (as required by Engineer-in charge50 Litres capacityMake:- Racold, Havells, Crompton HSR-22.216.5 |
| 148 | SITC of 150/150 litre storage & cooling capacity of fully stainless steel water cooler having the following specification as per BIS Code along with all labour and petty material required to complete the job i.e Public Health accessories flexible pipe, drainage pipe upto the nearest point available, 15amp. electrical point from existing DB, civil work, recessed PVC pipe, painting if required upto the entire satisfaction of engineer-in charge including 4KVA copper wound digital automatic stabilizer with output 140 to 280V Cooling capacity 150 ltr. per hour, Storage capacity 150 ltr., Maximum energy consumption < 1550W for 150 ltr/hr cooling capacity, Water tank of SS grade AISI 304 with Puf insulation thickness .0.6mm, Water tank cover No. of faucet 2 nos. Make of water cooler i.eBluestar, Usha, Voltas, Climatrol make of Stablizer Microtek, luminous, Voltas all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work.NS item |
| 149 | Supply and erection of water treatment and water purification system semi automatice with extenal auto cut off UV potable water purification system , water TDS allowed to the system 1000, water purification technology UV, aavailability of sediment and activated carbon filter, filtration capacity =50Ltr. hours, Output water conforming standerd IS 10500 (latest) Make :- Kent, AD-TECK,&Aquaguard all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. NS item |
| 150 | Supply& erection of15W LED SURFACE MOUNTED LIGHTMake Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 151 | Supply& erection of15W LED RECESSED LIGHT Make Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 152 | Supply& erection of20W LED WALL BATTEN - 600 MMMake Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 153 | Supply& erection of20W LED WALL BATTEN - 1200 MMMake Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 154 | Supply& erection of20W LED CEILING LIGHT 1200MMMake Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 155 | Supply& erection of9W MIRROR LIGHTMake Havells, Philips, Wipro with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 156 | Supply& erection ofEXHAUST FAN (12\"=300mm)with double ball barring Make Havells, Orient, Cromptionwith warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 157 | Supply& erection of WALL BRACKET FANMakeHavells, Orient, Cromption with warranty 2year& all new latest updated specification Complete in all respect up to the entire satisfaction of Engineer - in charge of the work. |
| 158 | Wiring in PVC conduit system for 3-pin 20amp. Plug point by using 2 no 6 sqmm FRLS copper wire and 1 no 6 Sqmm FRLs copper wire for earthling , including providing 1 no 20 Amp 3/6 pin Modular socket and 1 no 20 Amp Modular switch required GI Box , modular face plate etc complete as required NS item |
