Tender For Construction Of Auditorium And Miscellaneous Work (Phase-Ii) Of Rana Beni Madhav Baksh Singh Memorial District-Raibareli, 1 Construction Of Auditoriumand Miscellaneouswork (Phase-Ii) Of Rana Beni Madhav Baksh Singh Memorial District-Raiba

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Tender For Construction Of Auditorium And Miscellaneous Work (Phase-Ii) Of Rana Beni Madhav Baksh Singh Memorial District-Raibareli, 1 Construction of auditoriumand miscellaneouswork (Phase-II) of Rana Beni Madhav Baksh Singh memorial District-Raibareli (U.P.). 2 AMPHIETHEATER BUILDING (CIVIL WORKS) 3 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 4 Excavation up to 1.50 mt. 5 Level 1.50 mt. to 3.0 mt. depth 6 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 8 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 9 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 10 Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 11 Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 ce ment : 2 coarse sand) to the full depth of the hole,With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 12 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 13 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 14 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Lintel) 15 Same as above for ground floor (Up to Plinth level) 16 Same as above for ground floor (Above Plinth level) 17 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 18 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 19 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Slab) 20 Same as above for ground floor 21 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 22 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 23 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Beam) 24 Same as above for ground floor (Up to Plinth level) 25 Same as above for ground floor (Above Plinth level) 26 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 27 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 28 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Footing) 29 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 30 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 31 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Column) 32 Same as above for ground floor (Up to Plinth level) 33 Same as above for ground floor (Above Plinth level) 34 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 35 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate12.5 mm nominal size). 36 Painting on D.P.C. with two coats of air blown bitumen VG-10 grade @ 1.7 kg/sqm approximate including cost of fuel if any. 37 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 38 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 39 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 40 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 41 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 42 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 43 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 44 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 45 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 47 Providing and fixing 18 mm thick (Granite) gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm. 48 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : :25 mm thick 49 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 50 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 51 Providing and fixing Ist 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. 52 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 53 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhat nosing. 54 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 55 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 56 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 58 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 59 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 2nd class teak wood beading 62X19 mm. 60 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 61 (a) Single leaf 62 (b) Double leaf 63 Fixing of Door/windows/ventilators chaukhats in position. 64 Door chaukhats 65 Window chaukhats 66 Ventilator chaukhats 67 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 68 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 69 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. (Inner side) 70 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 71 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. (Ceiling) 72 Finishing walls with putty approved brand and manufacturer and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T & P etc. required for proper completion of work. 73 Providing & fixing Stainless steel 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. (a) 250mm x 16mm. 74 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 75 (a) 250 mm x 10mm 76 (a) 200 mm x 10mm 77 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm. 78 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 79 Providing and laying integral cement based water proofing treatment BRICK COBA including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 80 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse 81 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 82 With average thickness of 120mm and minimum thickness at khurra as 65 mm. 83 Making drain along with the apron. (Size - 150 X 150 MM). 84 Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 85 Steel Painting: 86 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 87 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 88 Wooden Painting: 89 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinouswood and plywood. 90 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 91 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone 92 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick 93 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 94 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type. Fastener with threaded dia 10 mm 95 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work 96 Finishing walls with Silicon addetive paint on red sand stone ofprepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. 97 Centering and shuttering including strutting, propping etc. and removal of form for : 98 Foundations, footings, bases of columns, etc. for mass concrete 99 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 100 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 101 Columns, Pillars, Piers, Abutments, Posts and Struts 102 AMPHIETHEATER BUILDING (INTERNAL W/S & SANITATION WORKS) 103 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: 104 White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 105 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : 106 W.C. pan with ISI marked white solid plastic seat and lid 107 Providing & fixing toilet paper holderC.P. brass 108 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 109 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: 110 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 111 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 112 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. 113 Providing 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. 114 Providing and fixing 600x450 mm beveled 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. 115 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 116 15 mm nominal bore 117 Providing and fixing uplasticised PVC connection pipe with brass unions : 118 45 cm length 119 15 mm nominal bore 120 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 121 15mm nominal bore 122 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 123 15mm nominal bore 124 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 125 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 126 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 127 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 128 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. 129 Concealed work, including cutting chases and making good the walls etc. 130 For Internal Toilet 131 15 mm nominal outer dia Pipes 132 20 mm nominal outer dia Pipes 133 25 mm nominal outer dia Pipes 134 32 mm nominal outer dia Pipes 135 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 136 Internal work - Exposed on wall 137 20 mm nominal bore 138 32 mm nominal bore 139 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 140 Terrace loop & Tank Filling Pipe 141 25 mm nominal bore 142 Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes: 143 25mm 144 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 145 25mm diameter pipe 146 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 147 25 to 40 mm nominal bore 148 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 149 For vertical pipe connection with terrace ringmain 150 20 mm nominal bore 151 25mm nominal bore 152 32mm nominal bore 153 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. 154 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 155 110 mm dia (for rain water) 156 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 157 Single Push Fit Coupler 158 110 mm dia 159 Single tee with door 160 110x110x110 mm 161 Plain bend 87.5 deg 162 110 mm dia 163 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 164 110 mm dia 165 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. 166 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 167 Internal Toilet (Soil & Waste Pipe) 168 75 mm 169 110 mm 170 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 171 Bend without door (87.5°) 172 110mm bend 173 Bend without door (45°) 174 100mm 175 75mm 176 Y Fitting without door 177 100mm 178 75mm 179 Reduced Y Fitting without door 180 100mm x 75mm 181 Single Tee without door 182 110mm 183 75 mm 184 Single Tee with door 185 110mm 186 Clean Out Plug (COP) 187 110mm 188 75 mm 189 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 190 For Wash basin & Urinal 191 50mm dia. Pipe 192 32mm dia. Pipe (for wash basin & sunken toilet spout) 193 Elbow (90°) 194 50mm 195 32mm 196 Elbow (45°) 197 50mm 198 32mm 199 T fitting 200 50mm 201 32mm 202 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 203 110mm x 75mm x 50mm/40mm (Toilet) 204 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 205 110mm x 75mm (Toilet) 206 Providing and fixing PTMT grating of approved quality and colour. 207 Rectangular type with openable circular lid 208 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 209 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 : 210 150 x 100mm size P-type 211 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 212 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 213 100 mm diameter 214 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. 215 All kind of soil 216 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 217 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 218 100mm dia SWpipe 219 AMPHIETHEATER BUILDING (INTERNAL ELECTRIFICATION WORKS) 220 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 221 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 222 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 223 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 224 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 225 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 226 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 227 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 228 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 229 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 230 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 231 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 232 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 233 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep 234 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 235 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 236 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 237 Supply ofSurface mounting round 15 Watt to 18 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 238 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 239 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 240 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 241 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 242 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 243 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 63 A,25KA,FP MCCB 244 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way, Double Door 245 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 246 6 way Double door 247 8 way Double door 248 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)4 way (4 + 12), Double door 249 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 250 40 amps SP MCB 251 40 amps DP MCB 252 40 amps TP MCB 253 40 amps 4P MCB 254 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 25 amps 255 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 256 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 257 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 258 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 259 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 260 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 261 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 262 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 263 Up to 35 sq.mm. 264 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 265 Up to 35 sq.mm. 266 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 267 Upto 35 sq. mm (clamped with 1mm thick saddle 268 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 269 3.5 x 25 sq.mm. 270 2 x 10 sq.mm, 271 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 272 2 X 10 sq. mm (19mm) 273 3½ X 25 sq. mm (28mm) 274 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100mm dia 275 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required.90 mm dia (OD-90 mm & ID-76 mm nominal) 276 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness. 277 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.100 mm wide x 50 mm depth x 1.6 mm thickness. 278 GUEST HOUSE (CIVIL WORKS UP TO PLINTH LEVEL) 279 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 280 Excavation up to 1.50 mt. 281 Level 1.50 mt. to 3.0 mt. depth 282 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 283 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 284 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. 285 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 286 Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 287 Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 ce ment : 2 coarse sand) to the full depth of the hole,With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 288 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 289 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 290 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Tie beam) 291 Same as above for ground floor (Up to Plinth level) 292 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 293 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 294 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Footing)Same as above for ground floor (Up to Plinth level) 295 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 296 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 297 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Column)Same as above for ground floor (Up to Plinth level) 298 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 299 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 13mm nominal size) 300 Painting on D.P.C. with two coat of air blown bitumen 80/50 @ about 1.7 kg/sqm including cost of fuel if any. 301 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 302 15 mm thick plinth plaster [1 cement : 4 coarse sand] 303 Centering and shuttering including strutting, propping etc. and removal of form for : 304 Foundations, footings, bases of columns, etc. for mass concrete 305 Columns, Pillars, Piers, Abutments, Posts and Struts 306 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 307 GUEST HOUSE (CIVIL WORKS ABOVE PLINTH LEVEL) 308 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 309 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 310 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Lintel) 311 Ground Floor 312 First/Second Floor 313 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 314 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 315 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] 316 All works above plinth level - Slab 317 Ground Floor 318 First/Second Floor 319 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 320 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 321 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] 322 All works above plinth level - Beam 323 Ground Floor 324 First/Second Floor 325 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 326 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 327 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] 328 All works above plinth level - Column 329 Ground Floor 330 First/Second Floor 331 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 332 Ground Floor 333 First/Second Floor 334 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 335 Ground Floor 336 First/Second Floor 337 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 338 Ground Floor 339 First/Second Floor 340 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 341 Ground Floor 342 First/Second Floor 343 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 344 Ground Floor 345 First/Second Floor 346 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 347 Ground Floor 348 First/Second Floor 349 Providing and fixing 18 mm thick (Granite) gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 350 Ground Floor 351 First/Second Floor 352 Providing and fixing 18 mm thick (Granite) gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 353 Ground Floor 354 First/Second Floor 355 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work 356 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 600x600 mm 357 Ground Floor 358 First/Second Floor 359 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 360 Ground Floor 361 First/Second Floor 362 Laying of 25 mm thick Kota stone of size 45x45 cm and above flooring over previously prepared base with 2cm 1:3 cement & sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T & P etc required for proper completion of the work. 363 Ground Floor 364 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 365 Ground Floor 366 First/Second Floor 367 Providing and fixing Ist 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. 368 Ground Floor 369 First/Second Floor 370 Providing and Fixing Knauf Channeled Woodworks perforated panels of width 192mm, thickness of 15mm and length 2400 mm, made of a Moisture resistant fibre board substrate with a laminated facing as per the approved shade (Portland Maple, Sea Beech, Siam Wood & Mystique Walnut, Interior White) and a melamine balancing layer on the reverse side. The boards shall have a special perforation pattern where the reverse surface has a “Helmholtz” fluted perforation with consecutive 3mm wide groove followed by 13/21mm of visible pane. The edges of the panel shall be “tongue-and-grooved” to fix special clips for installation and seamless visual. 371 The back of the perforated panel shall have sound absorbing non-woven acoustical fleece hot pressed to achieve NRC upto 0.6. (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 and Humidity Resistance (RH) of 70% with camber limit less than 1mm/1000mm and bow less than 1mm/300mm.The panels shall be mounted on special aluminium splines (keel) using inside clips provided by Knauf and approved by the Architect/ Engineer-in-Charge. 372 The panel shall be mounted by tongue and groove mechanism using inside clip on Knauf aluminium extruded keel made of Grade 6063-T5 having dimensions 3000(L) x 24(H) x 15.5(W). The keel shall also be used for transition of the butt end of adjacent panel at every 7.2m. 373 To ensure specification of tiles, Manufacturers Test Certificate is required having complete site address & duly signed by Manufacturer. 374 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 375 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 376 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 377 (b) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Double leaf. 378 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 379 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). (a) Second class teak wood 380 Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineerin- charge. 381 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). 382 Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer’s specification and direction of engineer-incharge. 383 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 384 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, 385 comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over 386 backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 387 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. 388 Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds 389 Fixed window/ventialtors with mullion /transom. 390 Using R3 series with frame (55 mm & above) x (45 mm & above) x mullion (55 mm & above) x (65 mm & above). (Height up to 2.5 mt.) 391 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 392 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. 393 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 394 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work (Inner walls & Ceiling) 395 Ground Floor 396 First/Second Floor 397 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 398 Ground Floor 399 First/Second Floor 400 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (Inner & Ceiling surface) 401 Ground Floor 402 First/Second Floor 403 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 404 Ground Floor 405 First/Second Floor 406 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 407 Providing & fixing Stainless steel 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. (a) 250mm x 16mm . 408 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 409 (a) 250 mm x 10mm (For Door) 410 Providing and fixing stainless steel handles with screws etc. complete. 411 (a) 125mmFor Door Handle 412 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. 413 b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to 414 required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar 415 of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge 416 Steel Painting: 417 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 418 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 419 Wooden Painting: 420 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinouswood and plywood. 421 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 422 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 423 Providing & applying 100% solids, flexible, elastomeric, UV stable, 2 component, waterproof, fast setting, monolithic, hydrophobic in nature, NO-VOC, CFTRI-US-FDA-175-300 coating on prepared surface as following :-P/L DONCRETE/EQUIVALENTPP solvent free primer @ 100gsm per m2 forconjunction of DONCRETE/EQUIVALENT PU conforming to ASTM-D-2369 C,ASTM-D-2369, ASTM-D-638, ASTM-D-4541, ASTM-D- 638, ASTMD- 2240, ASTM-E-96, ASTM-B-117-73, ASTM-D-91, ASTM-D-624, ASTM-D-4060, ASTM-C-8, ASTM-D-512, ASTM-G-53, ASTM-3912 @ 1 Ltr per m2 for 1.00 mm thick. The coating shall be carried out in single application with multiple passes, using high pressure plural component reactor strictly as per manufacture specification, rate materials, labor, and tools. Surface preparation includes repairs of holes, cracks, voids, pinholes, bug holes. Joints shall be filled with epoxy putty Confirming the ASTM D 638, ASTMD 4541, and ASTM D 2369. The corner rounding/angle fillet shall be prepared/replaced as required to smooth transition of coating from horizontal to vertical surfaces. 424 20 mm cement plaster of mix Cement mortar 1:4. forprotect of waterproofing area. 425 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. 426 Providing and fixing stainless steel ( Grade 304) railing with toughened glass made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 427 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 428 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigment 429 Centering and shuttering including strutting, propping etc. and removal of form for: 430 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 431 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 432 Columns, Pillars, Piers, Abutments, Posts and Struts 433 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. 434 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 435 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 436 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry /structural steel frame work of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 437 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 438 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it water tight 439 e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. 440 The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin-Charge. 441 Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. 442 Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 443 1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.” 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml” 444 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 445 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 446 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 447 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 448 Providing & Fixing of Knauf Fibre Glass Acoustical Suspended Ceiling System with 15 mm thick Optra Microlook 90 Edge Tiles with Knauf Suprafine 15mm face exposed grid. 449 The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC 0.85 – 0.95(Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, Light Reflectance ?88% as per ASTM E-1477, Colour Pebble White/Black, Fire Performance of Class 0/1 as per BS 476 Part 6/7 with 15mm Square Tegular/Microlook 90? edge and 8mm drop in module size of 600 x 600mm. It shall be suitable for Green Building application, with Recycled content of 85%. 450 SUSPENSION: The tile shall be laid on Knauf Suprafine 32 with 15 mm wide T - section flanges colour global white having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32mm (all sections). The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. 451 To ensure specification of tiles, Manufacturers Test Certificate is requiredhavingcomplete site address& duly signed by Manufacturer. 452 INSTALLATION : To comprise main runner spaced at 1200mm securely fixed to the structural soffit using Knauf suspension system (specifications above) at 1200mm maximum. The First/Last Knauf suspension system at theend of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. 453 Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module.Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. 454 Perimeter trim to be Knauf wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation should be carried out as per Knauf recommended procedure and designs approved by the Architect/ Engineer-in-Charge. 455 KNAUF SUSPENSION SYSTEM - accessories supplied by Knauf consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners). 456 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist 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) IInd course of 20mm 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. 457 iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) 458 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 459 GUEST HOUSE (INTERNAL W/S & SANITATION WORKS) 460 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : 461 W.C. pan with ISI marked white solid plastic seat and lid 462 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 463 Providing & fixing toilet paper holder C.P. brass 464 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 465 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: 466 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 467 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 468 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 469 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 470 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. 471 Providing 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. 472 Providing and fixing 600x450 mm beveled 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. 473 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 474 15 mm nominal bore 475 Providing and fixing uplasticised PVC connection pipe with brass unions : 476 45 cm length 477 15 mm nominal bore 478 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 479 100 mm diameter 480 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 481 15 mm nominal dia 482 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. 483 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 484 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 485 Kitchen sink with drain board 486 510x1040 mm bowl depth 200 mm 487 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 488 Flexible Pipe 489 32mm Dia 490 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 491 15mm nominal bore 492 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 493 15mm nominal bore 494 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 495 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. White Agaria Marble StoneGranite Stone of approved shade 496 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. Capacity 25 Liters 497 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. 498 Concealed work, including cutting chases and making good the walls etc. 499 For Internal Toilet 500 15 mm nominal outer dia Pipes 501 20 mm nominal outer dia Pipes 502 25 mm nominal outer dia Pipes 503 32 mm nominal bore 504 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 505 Internal work - Exposed on wall 506 20 mm nominal bore 507 25 mm nominal bore 508 32 mm nominal bore 509 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 510 Terrace loop & Tank Filling Pipe 511 40 mm nominal bore 512 50 mm nominal bore 513 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 514 Lehry Make Automatic OHT Level Control System Consist of Following Items 515 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch.40mm 516 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 517 40mm diameter pipe 518 50mm diameter pipe 519 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 520 For vertical pipe connection with terrace ringmain 521 20 mm nominal bore 522 25mm nominal bore 523 32mm nominal bore 524 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. 525 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 526 25mm dia. 527 40mm dia. 528 50mm dia. 529 65mm dia. 530 80mm dia. 531 100mm dia. 532 150mm dia. 533 200mm dia. 534 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 535 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 536 Single Push Fit Coupler 537 110 mm dia 538 Single tee with door 539 110x110x110 mm 540 Plain bend 87.5 deg 541 110 mm dia 542 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 543 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. 544 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 545 Internal Toilet (Soil & Waste Pipe) 546 75 mm 547 110 mm 548 Exposed on Wall (Soil & Waste Pipe) 549 110 mm 550 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 551 Bend without door (87.5°) 552 110mm bend 553 Bend without door (45°) 554 100mm 555 75mm 556 Y Fitting without door 557 100mm 558 75mm 559 Reduced Y Fitting without door 560 100mm x 75mm 561 Single Tee without door 562 110mm 563 75 mm 564 Single Tee with door 565 110mm 566 Reduced Tee with door 567 110mm x 75mm 568 Coupler 569 110mm 570 Clean Out Plug (COP) 571 110mm 572 75 mm 573 Vent Cowl 574 110mm 575 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 576 For Wash basin & Urinal 577 50mm dia. Pipe 578 32mm dia. Pipe (for wash basin & sunken toilet spout) 579 Elbow (90°) 580 50mm 581 32mm 582 Elbow (45°) 583 50mm 584 32mm 585 T fitting 586 50mm 587 32mm 588 Coupler 589 32mm 590 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 591 110mm x 75mm x 50mm/40mm (Toilet) 592 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 593 110mm x 75mm (Toilet) 594 110mm x 75mm (Kitchen) 595 Providing and fixing PTMT grating of approved quality and colour. 596 Rectangular type with openable circular lid 597 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 598 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 : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 599 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm diameter 600 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 601 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 602 GUEST HOUSE (INTERNAL ELECTRIFICATION WORKS) 603 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 604 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 605 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 606 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 607 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 608 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 609 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 610 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 611 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 612 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 613 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 614 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 615 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 616 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 617 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 618 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 619 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 620 Upto 450 mm sweep 621 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 622 Supply of Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 623 Supply of Recessed mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 624 Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor 625 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 626 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 627 Supply ofSurface mounting round 15 Watt to 18 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 628 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 629 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 630 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 631 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 632 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 633 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 634 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 635 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 636 63 A,25KA,FP MCCB 637 100 A,30KA,FPMCCB 638 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 639 6 way Double door 640 8 way Double door 641 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)4 way (4 + 12), Double door 642 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 643 40 amps TP MCB 644 63 amps TP MCB 645 40 amps 4P MCB 646 63 amps 4P MCB 647 100 amps 4P MCB 648 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 649 25 amps 650 40 amps 651 63 amps 652 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 653 Single pole 654 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 655 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround 656 the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 657 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 658 The minimum clearances between bus bars shall be as follows : 659 Phase to phase - minimum 20mm 660 Phase to neutral-minimum 15mm 661 GUEST HOUSE PANEL 662 INCOMING 663 1No. Of 400 Amps FP MCCB of 35KA breaking capacity 664 Metering : 665 1 Set of CTs one of 400/ 5Amp ratio for Multifunction Meter 666 One (1) Set of Phase Indication Lamp. 667 BUS BAR 668 1 Set of 500 Amps TPN Aluminium Bus Bars 669 OUTCOMING 670 250 Amps FP MCCB of 25KA - 1 No 671 125 Amps FP MCCB of 25KA - 1 No 672 100 Amps FP MCCB of 25KA - 6 No 673 80 Amps FP MCCB of 25KA - 1 No 674 63 Amps FP MCCB of 25KA - 3 No 675 40 Amps FP MCCB of 25KA - 1 No 676 SPARE & SPACE- 1 No 677 Panel described as above 678 ELEVATOR PANEL 679 INCOMING 680 1No. Of 80 Amps FP MCCB of 25KA breaking capacity 681 Metering : 682 1 Set of CTs one of 80/ 5Amp ratio for Multifunction Meter 683 One (1) Set of Phase Indication Lamp. 684 BUS BAR 685 1 Set of 100 Amps TPN Aluminium Bus Bars 686 OUTCOMING 687 63 Amps 4P MCCB of 25KA - 2 No 688 63 Amps DP MCB of 10KA - 2 No 689 SPARE & SPACE- 1 No 690 Panel described as above 691 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 692 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 693 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 694 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 695 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 696 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes:2 Pair (4 core) 697 Providing, laying, connecting and testing of multi-core telephone armoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe.10 Pair telephone cable 698 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted.10 pair tag block 699 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 700 20mm dia PVC conduit 701 25mm dia PVC conduit 702 32mm dia PVC conduit 703 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required1 or 2 Module (75mmX75mm) 704 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 705 Telephone socket outlet 706 TV antenna socket outlet 707 Bell Push 708 RJ-45 Data Socket outlet 709 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 710 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 711 1 run of cable 712 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 713 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 714 Up to 35 sq.mm. 715 Above 185 sq.mm. and up to 400 sq.mm. 716 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 717 Up to 35 sq.mm. 718 Above 185 sq.mm. and up to 400 sq.mm. 719 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 720 Upto 35 sq. mm (clamped with 1mm thick saddle 721 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 722 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 723 Upto 35 sq. mm (clamped with 1mm thick saddle) 724 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 725 3.5 x 300 sq.mm. 726 3.5 x 50 sq.mm 727 3.5 x 35 sq.mm 728 3.5 x 25 sq.mm. 729 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 730 3½ X 25 sq. mm (28mm) 731 3½ X 35 sq. mm (32mm) 732 3½ X 50 sq. mm (35mm) 733 3½ X 300 sq. mm (70mm) 734 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 735 100 mm dia 736 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 737 100mm dia 738 150 mm dia 739 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 740 90 mm dia (OD-90 mm & ID-76 mm nominal) 741 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 742 100 mm wide x 50 mm depth x 1.6 mm thickness. 743 150 mm wide x 50 mm depth x 1.6 mm thickness. 744 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 745 100 mm wide x 50 mm depth x 1.6 mm thickness. 746 150 mm wide x 50 mm depth x 1.6 mm thickness. 747 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 748 100 mm wide x 50 mm depth x 1.6 mm thickness. 749 150 mm wide x 50 mm depth x 1.6 mm thickness. 750 GUEST HOUSE (FIRE FIGHTING) 751 FIRE PUMPS - ELECTRICALSupplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : 752 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325.(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.(d) Suitable cement concrete foundation duly plastered with anti vibration pads. 753 1620 lpm at 70 m Head 754 FIRE PUMPS - DIESEL ENGINE DRIVENSupplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. 755 Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plasteredand with anti vibration pads. 756 1620 lpm at 70 m Head 757 JOCKEY PUMP:-Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) 758 Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. 759 Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 760 180 lpm at 70 m Head 761 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. 762 Pressure VesselProviding, fixing, testing and commissioning of pressure vessel for pressurization of fire system complete with valves at outlet / drain to operate as per operating sequencesincluding25 mmdia drain valve, air release valve with stop cock on the top, outside with one coat of primer & two coats of synthetic enamel paint of approved shade complete as required to operate commonly main fire pump, sprinkler pump & jockey pump at drop of pressure, automatically at required pressure setting.It should be complete as per manufacturers specifications & as directed by Engineer- in-charge.working pressure:- 7 kg/sqcmtest pressure: 10 kg/sqcm 763 (450 mm dia & 2000 mm height) 764 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required 765 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 766 200 mm dia. 767 150 mm dia. 768 100 mm dia. 769 80 mm dia. 770 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 771 150 mm dia. 772 80 mm dia. 773 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 200 mm dia. 774 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS)150 mm dia. 775 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (PUMP ROOM WORKS) 776 80 mm nominal bore 777 100 mm nominal bore 778 150 mm nominal bore 779 200 mm dia (wall thickness 6.3 mm) 780 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 781 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 782 4 way - 150 mm dia M.S. Pipe 783 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 784 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 785 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 786 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 787 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 788 450 lpm at 35 m Head 789 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 790 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 791 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 792 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 793 100 mm dia. 794 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 795 100 mm dia. 796 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 797 80 mm nominal bore 798 100 mm nominal bore 799 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal 800 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m 801 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 802 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 803 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 804 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 805 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 806 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 807 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 808 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 809 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 810 FIRE FIGHTING PANEL 811 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required : 812 INCOMING 813 250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0 500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs etc.LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300A 814 OUTGOING( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps) 815 Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 816 Jockey Pump63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 817 DIESEL ENGINE CONTROLControl for diesel engine comprising -Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engineSystem ControllerDesigning, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification 818 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 819 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 820 3 Core, X 50 sqmm. 821 3 Core, X 6 sqmm. 822 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 823 3 Core, X 50 sqmm. 824 3 Core, X 6 sqmm. 825 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 826 4 x 2.5 sq.mm 827 2 x 2.5 sq.mm 828 Supply and fixing in position 1 m wide Insulation mat made of elastomeric polymers Material (Class -A) of 415V grade as perIS 15642-2006 .Thickness of insulation mat shall be not less than 2 mmto withstand 1.1 KV dielectric strength AS PER IS 15652 : 2006. It should be complete as per specifications & directions of Engineer-in-charge.It should be complete as per specifications & directions of Engineer-in-charge. 829 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width x 50mm depth x 1.6 mm thickness. 830 Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. 831 Two Loop Panel. 832 Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required. 833 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 834 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 835 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. 836 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 837 Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. 838 Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. 839 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 840 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. 841 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheathcomplete as required. 842 TYPE - II RESIDENCES (CIVIL WORKS) 843 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 844 Excavation up to 1.50 mt. 845 Level 1.50 mt. to 3.0 mt. depth 846 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 847 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. 848 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 849 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 850 Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 851 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 852 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 853 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 854 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Lintel) 855 All works upto plinth level (Plinth beam) 856 All works above plinth level (Plinth beam) 857 First floor 858 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 859 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 860 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Slab) 861 Ground floor 862 First floor 863 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 864 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 865 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Beam) 866 Ground floor 867 First floor 868 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm 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. 40 mm thick 869 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 870 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 871 Ground floor 872 First floor 873 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 874 Ground floor 875 First floor 876 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 877 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 13mm nominal size) 878 Painting on D.P.C. with two coat of air blown bitumen 80/50 @ about 1.7 kg/sqm including cost of fuel if any. 879 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. 880 b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to 881 required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 882 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge 883 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 884 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 885 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 886 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 887 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 888 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 889 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 890 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 891 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. Second class teak wood 892 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (a) 35mm thick Second class teak wood. 893 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 894 Ground floor 895 First floor 896 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 897 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 898 Ground floor 899 First floor 900 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 901 Ground floor 902 First floor 903 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 I.S. : 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 600x600 mm 904 Ground floor 905 First floor 906 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. : 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 907 Ground floor 908 First floor 909 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 910 Ground floor 911 First floor 912 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 913 Ground floor 914 First floor 915 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement.(25mm thick C.C. flooring.) 916 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 917 Ground floor 918 First floor 919 Providing and fixing Ist 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. 920 Ground floor 921 First floor 922 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 923 Steel Painting: 924 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 925 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 926 Wooden Painting: 927 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinouswood and plywood. 928 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 929 French spirit polishing : Two or more coats on new works including a coat of wood filler 930 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. (Outer surface) 931 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work (Inner surface) 932 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work (Ceiling) 933 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 934 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 935 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 : (a) 250mm x 16mm. 936 Providing and fixing aluminium tower 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 necessary screws etc. complete : 937 (a) 250 mm x 10mm 938 (a) 200 mm x 10mm 939 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. complete : 125mm 940 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 941 Providing & applying 100% solids, flexible, elastomeric, UV stable, 2 component, waterproof, fast setting, monolithic, hydrophobic in nature, NO-VOC, CFTRI-US-FDA-175-300 coating on prepared surface as following :-P/L DONCRETE/EQUIVALENTPP solvent free primer @ 100gsm per m2 forconjunction of DONCRETE/EQUIVALENT PU conforming to ASTM-D-2369 C,ASTM-D-2369, ASTM-D-638, ASTM-D-4541, ASTM-D- 638, ASTMD- 2240, ASTM-E-96, ASTM-B-117-73, ASTM-D-91, ASTM-D-624, ASTM-D-4060, ASTM-C-8, ASTM-D-512, ASTM-G-53, ASTM-3912 @ 1 Ltr per m2 for 1.00 mm thick. The coating shall be carried out in single application with multiple passes, using high pressure plural component reactor strictly as per manufacture specification, rate materials, labor, and tools. Surface preparation includes repairs of holes, cracks, voids, pinholes, bug holes. Joints shall be filled with epoxy putty Confirming the ASTM D 638, ASTMD 4541, and ASTM D 2369. The corner rounding/angle fillet shall be prepared/replaced as required to smooth transition of coating from horizontal to vertical surfaces. 942 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. 943 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. With non decorative veneering on both sides 944 Centering and shuttering including strutting, propping etc. and removal of form for 945 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 946 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 947 TYPE - II RESIDENCES (INTERNAL W/S & SANITATION WORKS) 948 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: 949 White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 950 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: 951 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 952 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 953 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. 954 Providing 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. 955 Providing and fixing 600x450 mm beveled 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. 956 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink)15 mm nominal bore 957 Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length 15 mm nominal bore 958 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 959 100 mm diameter 960 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 961 15 mm nominal bore 962 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. 963 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 964 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 965 Kitchen sink with drain board 966 510x1040 mm bowl depth 200 mm 967 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 968 Flexible Pipe 969 32mm Dia 970 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 971 15mm nominal bore 972 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 973 15mm nominal bore 974 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. 975 Concealed work, including cutting chases and making good the walls etc. 976 For Internal Toilet 977 15 mm nominal outer dia Pipes 978 20 mm nominal outer dia Pipes 979 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 980 Internal work - Exposed on wall 981 20 mm nominal bore 982 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 983 Terrace loop & Tank Filling Pipe 984 25 mm nominal bore 985 Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes: 986 25mm 987 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 988 25mm diameter pipe 989 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 990 25 to 40 mm nominal bore 991 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 992 For vertical pipe connection with terrace ringmain 993 20 mm nominal bore 994 25mm nominal bore 995 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. 996 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 997 110 mm dia (for rain water) 998 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 999 Single Push Fit Coupler 1000 110 mm dia 1001 Single tee with door 1002 110x110x110 mm 1003 Plain bend 87.5 deg 1004 110 mm dia 1005 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1006 110 mm dia 1007 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. 1008 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 1009 Internal Toilet (Soil & Waste Pipe) 1010 75 mm 1011 110 mm 1012 Exposed on Wall (Soil & Waste Pipe) 1013 110 mm 1014 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 1015 Bend without door (45°) 1016 100mm 1017 75mm 1018 Y Fitting without door 1019 100mm 1020 75mm 1021 Single Tee without door 1022 110mm 1023 75 mm 1024 Single Tee with door 1025 110mm 1026 Reduced Tee with door 1027 110mm x 75mm 1028 Coupler 1029 110mm 1030 Clean Out Plug (COP) 1031 110mm 1032 75 mm 1033 Vent Cowl 1034 110mm 1035 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 1036 For Wash basin & Urinal 1037 32mm dia. Pipe (for wash basin & sunken toilet spout) 1038 Elbow (90°) 1039 32mm 1040 Elbow (45°) 1041 32mm 1042 Coupler 1043 32mm 1044 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 1045 110mm x 75mm x 50mm/40mm (Toilet) 1046 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 1047 110mm x 75mm (Toilet) 1048 110mm x 75mm (Kitchen) 1049 Providing and fixing PTMT grating of approved quality and colour. 1050 Rectangular type with openable circular lid 1051 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 1052 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 : 1053 150 x 100mm size P-type 1054 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1055 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 1056 100 mm diameter 1057 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. 1058 All kind of soil 1059 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 1060 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 1061 100mm dia SWpipe 1062 TYPE - II RESIDENCES (INTERNAL ELECTRIFCATION WORKS) 1063 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1064 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1065 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1066 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1067 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1068 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 1069 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 1070 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 1071 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 1072 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 1073 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1074 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 1075 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1076 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1077 Upto 450 mm sweep 1078 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 1079 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 1080 Supply ofSurface mounting round 15 Watt to 18 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 1081 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 1082 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1083 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 1084 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 1085 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 1086 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 1087 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)12 way, Double Door 1088 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1089 Single pole 1090 Double pole 1091 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1092 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 1093 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 1094 The minimum clearances between bus bars shall be as follows : 1095 Phase to phase - minimum 20mm 1096 Phase to neutral-minimum 15mm 1097 METERING PANEL TYPE-II 1098 Incoming : 1099 One (1) No 63 Amp. 4P MCCB of 25KA 1100 Metering : 1101 1 Set of CTs one of 60/ 5Amp ratio for Multifunction Meter 1102 One (1) Set of Phase Indication Lamp. 1103 Bus Bar : 1104 One (1) No. 100 Amp.TPN aluminimum bus bar of suitable length. 1105 Outgoing : 1106 Phase indication lamps on each outgoing to be provided. 1107 32 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 5 No 1108 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 1109 1 Phase Energy Meter-5Nos. 1110 Panel described as above 1111 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 1112 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 1113 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1114 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 1115 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 1116 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 1117 2 Pair (4 core) 1118 Providing, laying, connecting and testing of multi-core telephone armoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 1119 10 Pair telephone cable 1120 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 1121 10 pair tag block 1122 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1123 20mm dia PVC conduit 1124 25mm dia PVC conduit 1125 32mm dia PVC conduit 1126 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 1127 1 or 2 Module (75mmX75mm) 1128 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 1129 Telephone socket outlet 1130 TV antenna socket outlet 1131 Bell Push 1132 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 1133 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 1134 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 1135 Up to 35 sq.mm. 1136 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 1137 Up to 35 sq.mm. 1138 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 1139 Upto 35 sq. mm (clamped with 1mm thick saddle 1140 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 1141 3.5 x 25 sq.mm. 1142 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 1143 3½ X 25 sq. mm (28mm) 1144 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 1145 100mm dia 1146 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 1147 90 mm dia (OD-90 mm & ID-76 mm nominal) 1148 GUARD ROOM (CIVIL WORKS) 1149 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 1150 Excavation up to 1.50 mt. 1151 Level 1.50 mt. to 3.0 mt. depth 1152 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1153 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. 1154 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 1155 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1156 Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1157 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 1158 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1159 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1160 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Lintel) 1161 Same as above for ground floor (Up to Plinth level) 1162 Same as above for ground floor (Above Plinth level) 1163 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1164 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1165 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Slab) 1166 Same as above for ground floor 1167 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1168 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1169 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Beam) 1170 Same as above for ground floor 1171 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1172 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1173 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Footing) 1174 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1175 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1176 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Column) 1177 Same as above for ground floor (Up to Plinth level) 1178 Same as above for ground floor (Above Plinth level) 1179 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 1180 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate12.5 mm nominal size). 1181 Painting on D.P.C. with two coats of air blown bitumen VG-10 grade @ 1.7 kg/sqm approximate including cost of fuel if any. 1182 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 1183 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class -150in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 1184 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1185 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1186 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 1187 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 1188 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 1189 Making grooves 10 to 12mmwide x8mm deep in plaster of the walls or in ceiling vertically or horizontally as required. 1190 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. 1191 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. (25mm thick) 1192 Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick 1193 Providing and fixing 18 mm thick (Granite) gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 1194 Providing and fixing glass strips in joints of terrazo/ cement concretefloors. 40 mm wide and 4 mm thick. 1195 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1196 Providing and fixing Ist 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. 1197 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 1198 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 1199 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1200 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 1201 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1202 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1203 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1204 Providing & laying cement concrete in 1:2:4 of not less than stregth M-150 Stone ballast (20mm nominal size) approved coarse sand and cement, curing complete, including cost of form work. In foundation and floors. 1205 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. (Inner walls) 1206 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1207 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. (Ceiling area) 1208 Finishing walls with putty approved brand and manufacturer and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T & P etc. required for proper completion of work. 1209 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete. (a) 250mm x 16mm 1210 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 1211 (a) 250 mm x 10mm 1212 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete. 125mm 1213 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 1214 Steel Painting: 1215 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1216 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1217 Wooden Painting: 1218 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinouswood and plywood. 1219 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1220 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- 1221 in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1222 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 1223 With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1224 Centering and shuttering including strutting, propping etc. and removal of form for : 1225 Foundations, footings, bases of columns, etc. for mass concrete 1226 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 1227 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 1228 Columns, Pillars, Piers, Abutments, Posts and Struts 1229 GUARD ROOM (INTERNAL W&S SANITATION WORKS) 1230 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: 1231 White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 1232 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: 1233 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 1234 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 1235 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. 1236 Providing 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. 1237 Providing and fixing 600x450 mm beveled 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. 1238 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 1239 15 mm nominal bore 1240 Providing and fixing uplasticised PVC connection pipe with brass unions : 1241 45 cm length 1242 15 mm nominal bore 1243 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1244 15mm nominal bore 1245 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. 1246 Concealed work, including cutting chases and making good the walls etc. 1247 For Internal Toilet 1248 15 mm nominal outer dia Pipes 1249 20 mm nominal outer dia Pipes 1250 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1251 Internal work - Exposed on wall 1252 20 mm nominal bore 1253 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 1254 Terrace loop & Tank Filling Pipe 1255 25 mm nominal bore 1256 Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes: 1257 25mm 1258 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 1259 25mm diameter pipe 1260 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1261 25 to 40 mm nominal bore 1262 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1263 For vertical pipe connection with terrace ringmain 1264 20 mm nominal bore 1265 25mm nominal bore 1266 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. 1267 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1268 110 mm dia (for rain water) 1269 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 1270 Single Push Fit Coupler 1271 110 mm dia 1272 Single tee with door 1273 110x110x110 mm 1274 Plain bend 87.5 deg 1275 110 mm dia 1276 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1277 110 mm dia 1278 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. 1279 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 1280 Internal Toilet (Soil & Waste Pipe) 1281 75 mm 1282 110 mm 1283 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 1284 Bend without door (45°) 1285 75mm 1286 Y Fitting without door 1287 75mm 1288 Single Tee without door 1289 75 mm 1290 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 1291 For Wash basin & Urinal 1292 32mm dia. Pipe (for wash basin & sunken toilet spout) 1293 Elbow (90°) 1294 32mm 1295 Elbow (45°) 1296 32mm 1297 T fitting 1298 32mm 1299 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 1300 110mm x 75mm x 50mm/40mm (Toilet) 1301 Providing and fixing PTMT grating of approved quality and colour. 1302 Rectangular type with openable circular lid 1303 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 1304 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 : 1305 150 x 100mm size P-type 1306 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1307 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:100 mm diameter 1308 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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.Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 1309 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm dia SWpipe 1310 GUARD ROOM (INTERNAL ELECTRIFICATION WORKS) 1311 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1312 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1313 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1314 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1315 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 1316 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 1317 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 1318 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 1319 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1320 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 1321 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1322 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1323 Upto 450 mm sweep 1324 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 1325 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 1326 Supply ofSurface mounting round 12 Watt to 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 1327 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 1328 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1329 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 1330 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 1331 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 1332 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)12 way, Double Door 1333 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1334 Single pole 1335 Double pole 1336 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1337 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 1338 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 1339 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1340 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 1341 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 1342 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 1343 2 Pair (4 core) 1344 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1345 20mm dia PVC conduit 1346 25mm dia PVC conduit 1347 32mm dia PVC conduit 1348 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 1349 1 or 2 Module (75mmX75mm) 1350 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 1351 Telephone socket outlet 1352 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 1353 Up to 35 sq.mm. 1354 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 1355 Up to 35 sq.mm. 1356 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 1357 Upto 35 sq. mm (clamped with 1mm thick saddle 1358 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 1359 2 x 10 sq.mm, 1360 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 1361 2 X 10 sq. mm (19mm) 1362 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 1363 100mm dia 1364 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 1365 90 mm dia (OD-90 mm & ID-76 mm nominal) 1366 ELECTRIC SUB STATION (CIVIL WORKS) 1367 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 1368 Excavation up to 1.50 mt. 1369 Level 1.50 mt. to 3.0 mt. depth 1370 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1371 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1372 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 1373 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1374 Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1375 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 1376 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1377 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1378 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Lintel) 1379 Same as above for ground floor (Up to Plinth level) 1380 Same as above for ground floor (Above Plinth level) 1381 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1382 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1383 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Slab) 1384 Same as above for ground floor 1385 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1386 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1387 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Beam) 1388 Same as above for ground floor (Tie beam) 1389 Same as above for ground floor (above plinth level) 1390 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1391 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1392 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Footing) 1393 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1394 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1395 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] (Column) 1396 Same as above for ground floor (Up to Plinth level) 1397 Same as above for ground floor (Above Plinth level) 1398 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 1399 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate12.5 mm nominal size). 1400 Painting on D.P.C. with two coats of air blown bitumen VG-10 grade @ 1.7 kg/sqm approximate including cost of fuel if any. 1401 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 1402 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1403 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 1404 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 1405 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 1406 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. 1407 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. (25mm thick) 1408 Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick 1409 Providing and fixing glass strips in joints of terrazo/ cement concretefloors. 40 mm wide and 4 mm thick. 1410 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 1411 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1412 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 1413 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1414 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 1415 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. (Inner walls) 1416 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1417 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. (Ceiling) 1418 Finishing walls with putty approved brand and manufacturer and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T & P etc. required for proper completion of work. 1419 Steel Painting: 1420 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1421 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1422 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- 1423 in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1424 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 1425 With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1426 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire 1427 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover 1428 Providing and fixing ball bearing for rolling shutters. 1429 Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern. 1430 Centering and shuttering including strutting, propping etc. and removal of form for : 1431 Foundations, footings, bases of columns, etc. for mass concrete 1432 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 1433 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 1434 Columns, Pillars, Piers, Abutments, Posts and Struts 1435 ELECTRIC SUB STATION (ELECTRIFICATION WORKS) 1436 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1437 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1438 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1439 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1440 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1441 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 1442 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 1443 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1444 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 1445 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1446 Upto 450 mm sweep 1447 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 1448 Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor 1449 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 1450 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 1451 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 1452 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 1453 300mm EXHAUST FAN 1454 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1455 4 Way Double door 1456 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 1457 40 amps 4P MCB 1458 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1459 Single pole 1460 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1461 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 1462 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 1463 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1464 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 1465 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 1466 Up to 35 sq.mm. 1467 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 1468 Up to 35 sq.mm. 1469 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 1470 Upto 35 sq. mm (clamped with 1mm thick saddle 1471 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 1472 4 x 10 sq.mm 1473 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 1474 4 X 10 sq. mm (25mm) 1475 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 1476 100mm dia 1477 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 1478 90 mm dia (OD-90 mm & ID-76 mm nominal) 1479 CC ROAD 1480 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres (DSR-16.1) 1481 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. (DSR-4.1.8) Brick edging 1482 Class 150 brick work in1:6cement and coarse sandof2.30fineness modulus mortar in foundation and plinth including supply ofall materials,labour andtools and plants etc.requiredforpropercompletion of the work. 1483 Supplying and stacking at site: 1484 90 mm to 45 mm size stone aggregate. (DSR-16.3.1) 1485 63 mm to 45 mm size stone aggregate (DSR-16.3.2) 1486 Local Sand @ 25% of Item No. 3a (DSR-2.27) 1487 Stone screening 11.2 mm nominal size (Type B) (DSR-16.3.7) 1488 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1489 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-16.4) 1490 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. (For temprature reinforcement @ 0.5% of Concrete Volume) (DSR-5.22.6) 1491 Trimixing of the surface of the cement concrete laid. (M.R.) 1492 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. 1493 INTERLOCKING TILES 1494 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (DSR-2.6.1) 1495 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (DSR-4.1.8) 1496 Class M-150 brick work in 1:6 cement coarse sand (of 2.5 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.(DSR- 6.1.2) 1497 Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern.Cement Grey/Ordinary Red 1498 KERB STONE WITH K.C. DRAIN 1499 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3(1 cement: 3 coarse sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). (DSR-16.69) 1500 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. (DSR-4.1.8) 1501 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. (DSR-16.49) 1502 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats) (DSR-16.47.1) 1503 LANDSCAPING WORKS 1504 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 1505 Carrigae of sludge upto 5 K.M. 1506 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 1507 Carrigae of manure upto 5 K.M. 1508 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 1509 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 1510 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). 1511 Holes 0.9 m dia. and 0.90 m deep. 1512 Providing & stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 1513 Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. 1514 Plantation of trees. (Decorative Plants) 1515 Tree guard 1516 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 1517 EXTERNAL W/S & SEWERAGE WORKS 1518 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. 1519 up to 1.50 m depth 1520 Pipes 80 mm to 300 mmdiameter 1521 1.50 m to 3.00 m depth 1522 Pipes 80 mm to 300 mmdiameter 1523 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 1524 Depth not exceeding 1.5 meter 1525 Depth 1.5 to3.00meter 1526 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 1527 150 mm.dia. RCCPipes 1528 250 mm.dia. RCCPipes 1529 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 1530 150 mm.dia. RCCPipes 1531 250 mm.dia. RCCPipes 1532 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 1533 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 1534 With common burnt clay FPS (non modular) bricks of class designation 75 1535 (i) For Sewer Line 1536 Extra for depth for manholes: 1537 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 1538 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 1539 With common burnt clay FPS (non modular) bricks of class designation 75 1540 (i) For Sewer Line 1541 Extra for depth for manholes: 1542 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 1543 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1544 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling, fixing specials for pressure pipe etc. . (external work) 1545 80mm nominal bore. 1546 65mm nominal bore. 1547 50mm nominal bore. 1548 40mm nominal bore. 1549 32mm nominal bore. 1550 25mm nominal bore. 1551 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 1552 80mm nominal bore. 1553 65mm nominal bore. 1554 50mm nominal bore. 1555 40mm nominal bore. 1556 32mm nominal bore. 1557 25mm nominal bore. 1558 Constructing masonry Chamber 90X90X100 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 180mm 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 40mm 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 : 1559 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1560 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 180 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 : 1561 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1562 Supply, Installation, testing & commissioning of Vertical in line pumping setcomplete. The rate shall include the cost of electrical panel and piping work complete 1563 Domestic Water Supply pumps : 1564 Capacity/Flow Rate - 12.5 m3/hr 1565 Head- 45 m 1566 Location-1 set in UGT (1 set = 2nos(1W+1S)) 1567 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. 1568 Supply, fixing, testing and commissioning of Level Float Switch, for dry run protection of pump as per specifications:- 1569 Lehry Make Level Float Switch 1570 1) Body: Polypropylene, Highly Durable, Water Proof 1571 2) Rating : IP68 1572 3) Temperature : 0-50DegC 1573 4) Cable : PVC 1574 Size 5 Mtr, Item Code (LIV-LFV-RED- MTR)(location : UG TANK) 1575 SEPTIC TANK & SOAK PIT 1576 Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M 1577 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 1578 In all kind of soil upto 1.5m depth 1579 In all kind of soil upto 1.5m to 3.0m. depth 1580 In all kind of soil upto 3.0m to 4.5m. depth 1581 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 1582 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 1583 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 1584 Suspended floors, roofs, landings, balconies and access platform. 1585 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 1586 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 1587 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 1588 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 1589 Providing & fixing 75mm dia vent pipes. 1590 Providing & fixing of 75mm dia cast iron terminal guard. 1591 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 1592 M.D. -10- Circular shape 500mm internal diameter 1593 M.D. -2.5- Circular shape 450mm internal diameter 1594 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 1595 RAIN WATER HARVESTING 1596 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 1597 In all kind of soil upto 1.5m depth 1598 In all kind of soil upto 1.5m to 3.0m. depth 1599 In all kind of soil upto 3.0m to 4.5m. depth 1600 In all kind of soil upto 4.5 m to 6.0m. depth 1601 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1602 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 1603 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 1604 Suspended floors, roofs, landings, balconies and access platform. 1605 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 1606 12mm cement plaster on rough side of single or half brick wall mix 1607 1:3 (1 cement : 3 Coarse sand) 1608 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 1609 With 20x20mm square bar 1610 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 1611 M.D. -10- Circular shape 500mm internal diameter 1612 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 1613 Drilling of 300mm dia bore hole manually. 1614 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 1615 150 mm nominal size dia 1616 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1617 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 1618 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. 1619 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 1620 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 1621 In all kind of soil upto 1.5m depth 1622 In all kind of soil upto 1.5m to 3.0m. depth 1623 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1624 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 1625 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 1626 Suspended floors, roofs, landings, balconies and access platform. 1627 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 1628 15mm cement plaster on rough side of single or half brick wall mix 1629 1:3 (1 cement : 3 Coarse sand) 1630 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 1631 With 20x20mm square bar 1632 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 1633 M.D. -10- Circular shape 500mm internal diameter 1634 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. 1635 up to 1.50 m depth 1636 Pipes 80 mm to 300 mmdiameter 1637 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 1638 150 mm.dia. RCCPipes 1639 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 1640 150 mm. dia. 1641 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 1642 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 1643 Drain 300 wide average.Depth 45 cm with R.C.C. slab 1644 Drain 450 wide average.Depth 45 cm with R.C.C. slab 1645 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset 1646 Product Type: SUBMERSIBLE DRAINAGE PUMPProduct ConfigurationPump Classification: Standard PumpComponent MaterialsVolute Material: Cast Iron FG 260Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410Seal Material: Carbon/Ceramic/NBR/S.S 304Motor SpecificationsPhase: 3Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework ConnectionFloat Switch: With Float SwitchSolids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9m Each Pump Set Detail = 1W+1S ( 1No. for UGT) 1647 EXTERNAL ELECTRICAL WORKS 1648 H.T. VCB (11KV) ( LOCATED IN METER ROOM) 1649 Design, manufacturing, testing at works, supplyof HT Panelas per specification and comprising of the following :- 1650 INCOMER/OUTGOING PANEL 1651 630 A Vacuum circuit breaker of 18.3 KA ruputuring capacity at 11 KV rated, totally enclosed,air insulated metal clad housing, floor mounting, vertical isolation,vermin proof,fully interlocked horizontal drawout type having double isolation. 1652 Manually and motor operated, spring charged( release closing mechanism) trip free type,triple pole truck mounted draw out, vacuum circuit breaker, incorporating mechanical as well as electrical ON/OFF indication.Spring charge/discharge mechanical indicator. 1653 630 amp air insulated but encapsulated,PVC insulated Copper bus bars. 1654 C.T. chamber with C.T.s 10/5. 1655 15 VA burden for protection (class 5P 10). 1656 Following protection shall be provided: 1657 1 Nos IDMT relay with instantaneous 2 nos. over currrent (50, 50 N) element and 1 no.instantaneous earth fault element(50-50N).(O/C setting 50%-200% and E/F setting 20%-80%) 1658 All wiring necessary for the above including inter-connections.The size of the conductor should not be less than 2.5 sq. mm. Copper wire where required. 1659 Test terminal block, fuses/2A SPMCB , circuit labels,set of phase, indication lamps etc. as per standardpractise as under. 1660 Red - Breaker close (ON) 1661 Green - Breaker open (OFF) 1662 Amber - auto trip 1663 Clear - trip circuit healthy 1664 Blue spring charged 1665 Control :- T-N-C(Trip, Neutral. Close) breaker control switch with indication arrangement. 1666 Terminal boxes with single gland trifucating cable box suitable for 11 KV Aluminium XLPE (E) cable of size 3C x 70 Sq. mm. for incoming/outgoingbreaker. 1667 HT Danger Plate.(as per IS specification) 1668 2 Runs of 40 X 5 mm earth bus shall be provided for the full length of the panel. 1669 Power Pack, Battery power pack shall be rated for minimum five (5) trippings.For DC power one no. source selector switch to be incorporated i.e. one source from power pack and other from outside. 1670 Necessary D.C. supply healthy indication lamp (White Colour), switch with alarm. 1671 Surge supressor as required. 1672 DC Voltmeter, 0-10 Volt, Digital type. 1673 HT Panel switchboard complete with all interconnections, labels, wiring etc, complete as described above in item nos.A and B and asper specifications. 1674 Supply of 3 core stranded aluminium conductor 11KV grade XLPE (E) (Cross linked Polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cable confirming to IS : 7098 (part II with latest amendments). 1675 70 sq. mm 3 core 1676 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 1677 Upto 120 sq. mm 1678 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 1679 Upto 120 sq. mm 1680 Supply and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 70Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required. 1681 Supply and making outdoor cable end jointing with cast resin compound, including lugs and other jointing materials, for 3 core 70 Sq.mm. XLPE aluminium conductor cable of 11 kV grage as required. 1682 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 1683 Main LT Panel 1684 Incoming : 1685 2 No 630 Amp. 4P MCCB of 35KA (Ics=Icu)Breaking Capacity 1686 Metering : 1687 1 Set of CTs one of 630/ 5Amp ratio for Multifunction Meter 1688 1 Set of CTs one of 630/ 5Amp ratio 27,47,59,81. 1689 1 Set of CTs one of 200/ 5Amp ratio for APFC relay. 1690 1 Set of Phase Indication Lamp. 1691 Bus Bar : 1692 One (1) No. 800 Amp. FP aluminimum bus bar of suitable length. 1693 Outgoing : 1694 Phase indication lamps on each outgoing to be provided. 1695 500 Amps TPN MCCB of 35KA -2 No 1696 200 Amps TPN MCCB of 35KA -1 No 1697 63 Amps TPN MCCB of 35KA -2 No 1698 40 Amps TPN MCCB of 35KA -1 No 1699 32 Amps DP MCB of 10KA -2 No 1700 2 No. SPACE & SPARE 1701 Panel described as above 1702 FEEDER PANEL -1 1703 INCOMING 1704 1No. Of 500 Amps FP MCCB of 35KA breaking capacity 1705 Metering : 1706 1 Set of CTs one of 500/ 5Amp ratio for Multifunction Meter 1707 One (1) Set of Phase Indication Lamp. 1708 BUS BAR 1709 1 Set of 600 Amps TPN Aluminium Bus Bars 1710 OUTCOMING 1711 400 Amps FP MCCB of 35KA - 2 No 1712 63 Amps FP MCCB of 25KA - 2 No 1713 25 Amps DP MCB of 10KA -2 No 1714 10 Amps DP MCB of 10KA - 6 No 1715 Timer switch - 6 No 1716 2 No. SPACE & SPARE 1717 Panel described as above 1718 CAPACITOR PANEL-60 KVAR 1719 SITC APFC Panel of 60 KVAR capacity suitable for operation on 415 + 5% Volt, 3 Phase, 50Hz, AC supply, having MPP type, resin bounded, static5,10,15,25 KVAR capacitors (without oil) in tier formationcomplete with following TPN MCCBas incomer of the panel, 4 step microprocessor based power factor controller relay capable to select the rating from 1 KVAR to multiples thereon up to max rating of the panel, current limiting contactors for each capacitors protected with MCBs, Ammeter (Analogue type) with CTs, Voltmeter (Analogue type) selector switches indicating lights, cooling fans for panel, earthing the panel with 2 Nos. 25mm x 5mm thick GI steel flat from existing earth bar, connection of APFC panel with suitable size 3.5 core aluminium conductor armoured XLPE cable from main LT panel (maximum length of cable 10 mtrs.) and compression glands etc. as reqd. 1720 The panel should have provision of timer based circuit in APFC relay to switch ON and OFF the static part automatically as and when requried. Capacity of Static capacitors should be accommodated from the overall rating of the panel and should be designed to switch in 1721 independently. The panel should be manufactured with 1.6mm thick CRCA sheet duly powder coated. 1722 Incoming 1723 One (1) No 200 Amp. 4P MCCB of 25 KABreaking capacity 1724 BUS BAR 1725 1 Set of 250 Amps TPN Aluminium Bus Bars 1726 OUT GOING 1727 01 No. 63 Amps. TP MCCB (25 KA)-25 KVAR 1728 01 No. 40 Amps. TP MCCB (25 KA)- 15 KVAR 1729 02 No. 32 Amps. TP MCCB (25 KA) - 10 KVAR 1730 Panel described as above 1731 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 1732 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 1733 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 1734 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 1735 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 1736 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 1737 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1738 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 1739 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 1740 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 1741 Up to 35 sq.mm. 1742 Above 185 sq.mm. and up to 400 sq.mm. 1743 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 1744 Up to 35 sq.mm. 1745 Above 185 sq.mm. and up to 400 sq.mm. 1746 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 1747 Upto 35 sq. mm (clamped with 1mm thick saddle 1748 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 1749 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 1750 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 1751 3.5 x 300 sq.mm. 1752 3.5 x 240 sq.mm. 1753 3.5 x 185 sq.mm 1754 3 x 6 sq.mm, 1755 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 1756 2 X 6 sq. mm (19mm) 1757 3½ X 185 sq. mm (57mm) 1758 3½ X 240 sq. mm (62mm) 1759 3½ X 300 sq. mm (70mm) 1760 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 1761 100 mm dia 1762 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 1763 100mm dia 1764 150 mm dia 1765 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 1766 90 mm dia (OD-90 mm & ID-76 mm nominal) 1767 ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. 1768 Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge. 1769 Supplying and Laying of Rubber mat 1000 mm. Wide to withstand 11 KV dielectric strength as per latest IS 15652-2006 etc. as reqd. 1770 Supply and fixing of fire extinguishers, ABC Type 9.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 1771 Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 1772 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 : 1773 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1774 Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. 1775 Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 45Watt. to 50 Watt andConfirming to IP66 protectionhaving Company LOGO Engravedcomplete in all respect with 4000-5000 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Avg Life Class 50000Hrs@L70,fitting itself suitable for 60-65mm OD pipe 1776 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1777 Double pole 1778 Supply and fixing of LED Gate light fitting having die cast aluminium body and diffuser with driver set suitable for 6 watt to 10 watt. Confirming to IP 54 and above protection complete in all respect. 1779 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 1 output per phase and suitable for single phase supply 1780 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 6.5 metre and upto 8.0 metre 1781 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 1782 32 mm dia 1783 EXT. FIRE FIGHTING FOR AUDITORIUM 1784 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 1785 100 mm dia. 1786 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 1787 100 mm dia. 1788 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 1789 100 mm dia. 1790 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 1791 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 1792 BORING & SUBMERSIBLE PUMP 1793 Transportation Charges of drilling equipment including assembly and other material as required. 1794 Drilling of 675 mm. dia by rotary machine 1795 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 1796 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 1797 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 1798 Supply & fixing of 350 mm. dia Socket 1799 Supply & fixing of 200 mm. dia Socket 1800 Supply & fixing of 200 mm. dia Bail plug 1801 Supply & fixing of 350 mm. dia well cap 1802 Supply & fixing of 350x200 mm. dia reducer. 1803 Supply & fixing of 350 mm. dia housing clamp 1804 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 1805 Development by air compressor including Transportation. 1806 Development by O.P. Unit including Transportation. 1807 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition: 1808 A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. 1809 B - Total Head of pump set 45 m. 1810 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 1811 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 1812 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 1813 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 1814 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 1815 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 1816 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 1817 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 1818 Supply of Guru/Fibing or equivalent make pressure gauge. 1819 Erection & commissioning of pumping plants complete along with electric wiring. 1820 Supply of steel wire rope of 1/2 size 1821 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 1822 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 1823 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core 1824 BOUNDARY WALL WITH RETAINING WALL - 2.0 MT. 1825 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 1826 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1827 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 1828 Above plinth level 1829 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 1830 Up to plinth level 1831 Above plinth level 1832 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size) 1833 R.C.C. Work in footing 1834 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1835 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 1836 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 1837 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class -150in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 1838 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1839 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand). 1840 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Fabricationof grill / railing. 1841 Steel Painting: 1842 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1843 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1844 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1845 Finishing walls with putty approved brand and manufacturer and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T & P etc. required for proper completion of work. 1846 Centering and shuttering including strutting, propping etc. and removal of form for : 1847 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick. 1848 Foundations, footings, bases of columns, etc. for mass concrete. 1849 Columns,Pillars, Piers, Abutments, Posts and Struts. 1850 BOUNDARY WALL WITH RET. WALL - 5.36 MT. DEPTH 1851 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 1852 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1853 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Above plinth level 1854 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 1855 Up to plinth level 1856 Above plinth level 1857 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size) R.C.C. Work in footing 1858 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1859 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 1860 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 1861 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class -150in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 1862 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1863 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand). 1864 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Fabricationof grill / railing. 1865 Steel Painting: 1866 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1867 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1868 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1869 Finishing walls with putty approved brand and manufacturer and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T & P etc. required for proper completion of work. 1870 Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure,tensile strength of 18 kN/m , with mass per unit area of 740gsm. 1871 Centering and shuttering including strutting, propping etc. and removal of form for : 1872 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick. 1873 Foundations, footings, bases of columns, etc. for mass concrete. 1874 Columns,Pillars, Piers, Abutments, Posts and Struts. 1875 6.0 MT. WIDE M.S. GATE (2 Nos.) 1876 Earth workinexacavationin trenches forfoundationsand for pipes cables etc. in ordinary soil(loan clay or sand) including liftupto1.5 m and dressing ofsidesandrammingofbottom sand disposal ofsurplusexcavated earth as directed by the Engineer i/c withina lead of 50m. 1877 Providing and layingin cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone ballast 40 mm nominal size) and curing complete, including cost ofform-work,in foundation and floors. 1878 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapproved stoneballastin the proportion 1:1.5:3 in R.C.C. Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire andexcludingnecessary centering and shuttering etc.and also including supply of all materials,labour andtoolsand plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-200. 1879 R.c.c. workwith cement approved coarse sandand2cm. (3/4) guageapproved stoneballastin the proportion 1:1.5:3 in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire andexcludingnecessary centering and shuttering etc.and also including supply of all materials,labour andtoolsand plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-200.Up to plinth lvl. 1880 As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-150. 1881 Up to plinth lvl. 1882 Above plinth lvl. 1883 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1884 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand). 1885 Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem, durrocem, robiacem, guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) overone andincludingonecoatwhite cementprimertogiveaneven shade after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials. 1886 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1887 Steel Painting: 1888 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1889 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1890 Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 1891 Centering and shuttering including strutting, propping etc. and removal of form for : 1892 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick. 1893 Columns,Pillars, Piers, Abutments, Posts and Struts. 1894 Foundations, footings, bases of columns, etc. for mass concrete. 1895 GATE COMPLEX WITH GUARD ROOM (CIVIL WORK) 1896 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 1897 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 1898 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1899 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1900 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156] 1901 Same as above for ground floor (Up to Plinth level) 1902 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1903 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1904 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156](Slab) 1905 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1906 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1907 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156](Beam) 1908 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1909 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1910 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156](Column) 1911 Same as above for ground floor (Up to Plinth level) 1912 Same as above for ground floor (Above Plinth level) 1913 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 1914 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 1915 Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-30 32 Kg X 5.156](Footing) 1916 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 1917 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 1918 Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 1919 Steel Painting: 1920 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1921 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1922 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 1923 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - Exposed face fine dressed with rough backing.60 mm thick 1924 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 1925 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. 1926 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work. 1927 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1928 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1929 Providing and fixing Ist 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. 1930 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 1931 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 1932 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 1933 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1934 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding 1935 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1936 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1937 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1938 Centering and shuttering including strutting, propping etc. and removal of form for : 1939 Foundations, footings, bases of columns, etc. for mass concrete 1940 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. 1941 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 1942 Columns, Pillars, Piers, Abutments, Posts and Struts 1943 GATE COMPLEX WITH GUARD ROOM (PLUMBING WORK) 1944 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: 1945 White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 1946 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: 1947 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 1948 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 1949 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. 1950 Providing 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. 1951 Providing and fixing 600x450 mm beveled 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. 1952 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 1953 15 mm nominal bore 1954 Providing and fixing uplasticised PVC connection pipe with brass unions : 1955 45 cm length 1956 15 mm nominal bore 1957 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1958 15mm nominal bore 1959 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. 1960 Concealed work, including cutting chases and making good the walls etc. 1961 For Internal Toilet 1962 15 mm nominal outer dia Pipes 1963 20 mm nominal outer dia Pipes 1964 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1965 Internal work - Exposed on wall 1966 20 mm nominal bore 1967 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 1968 Terrace loop & Tank Filling Pipe 1969 25 mm nominal bore 1970 Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes: 1971 25mm 1972 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 1973 25mm diameter pipe 1974 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1975 25 to 40 mm nominal bore 1976 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1977 For vertical pipe connection with terrace ringmain 1978 20 mm nominal bore 1979 25mm nominal bore 1980 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. 1981 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1982 110 mm dia (for rain water) 1983 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 1984 Single Push Fit Coupler 1985 110 mm dia 1986 Single tee with door 1987 110x110x110 mm 1988 Plain bend 87.5 deg 1989 110 mm dia 1990 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1991 110 mm dia 1992 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. 1993 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 1994 Internal Toilet (Soil & Waste Pipe) 1995 75 mm 1996 110 mm 1997 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 1998 Bend without door (45°) 1999 75mm 2000 Y Fitting without door 2001 75mm 2002 Single Tee without door 2003 75 mm 2004 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 2005 For Wash basin & Urinal 2006 32mm dia. Pipe (for wash basin & sunken toilet spout) 2007 Elbow (90°) 2008 32mm 2009 Elbow (45°) 2010 32mm 2011 T fitting 2012 32mm 2013 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 2014 110mm x 75mm x 50mm/40mm (Toilet) 2015 Providing and fixing PTMT grating of approved quality and colour. 2016 Rectangular type with openable circular lid 2017 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 2018 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 : 2019 150 x 100mm size P-type 2020 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2021 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 2022 100 mm diameter 2023 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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. 2024 All kind of soil 2025 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 2026 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 2027 100mm dia SWpipe 2028 GATE COMPLEX WITH GUARD ROOM (ELECTRIFICATION WORK) 2029 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 2030 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2031 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2032 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2033 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 2034 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 2035 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 2036 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 2037 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 2038 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 2039 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 2040 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 2041 Upto 450 mm sweep 2042 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 2043 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 2044 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 2045 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 2046 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 2047 Supply, Installation, Testing and Commissioning of LED RGB/RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270V AC, 50Hz with power factor>0.9. Fixtureshallbesuitabletooperateatanambienttemperaturerangeof-10°Cto+50°CandshallbeIP65andIK06rated.LifetimeshallbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBIS(IS10322)andshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectorsetc. as required.45W /40W 2048 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way, Double door 2049 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2050 Single pole 2051 Double pole 2052 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2053 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 2054 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 2055 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 2056 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 2057 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 2058 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 2059 2 Pair (4 core) 2060 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2061 20mm dia PVC conduit 2062 25mm dia PVC conduit 2063 32mm dia PVC conduit 2064 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 2065 1 or 2 Module (75mmX75mm) 2066 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 2067 Telephone socket outlet 2068 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 2069 Up to 35 sq.mm. 2070 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 2071 Up to 35 sq.mm. 2072 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 2073 Upto 35 sq. mm (clamped with 1mm thick saddle 2074 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2075 2 x 10 sq.mm, 2076 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2077 2 X 10 sq. mm (19mm) 2078 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 2079 100mm dia 2080 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 2081 90 mm dia (OD-90 mm & ID-76 mm nominal) 2082 75 K.L. FIRE & DOMESTIC U.G. WATER STORAGE TANK 2083 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 2084 0.0 TO 1.50 Mtr 2085 1.50 TO 3.0 Mtr 2086 3.0 TO 4.50 Mtr 2087 4.50 TO 6.00 Mtr 2088 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 2089 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 2090 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 2091 All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Lintel) 2092 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 2093 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 2094 All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Beam) 2095 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 2096 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 2097 All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Slab) 2098 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 2099 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 2100 All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Footing) 2101 Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite 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 gradesof concrete. 2102 Note: Extra cement up to 10% of the minimum specified cement content in design mix shallbe payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement. 2103 All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (R.C.C. Wall/Column) 2104 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 2105 Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 2106 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 2107 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand) 2108 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster 2109 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick 2110 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 2111 Providing & fixing of hold fast for chaukhatsof doors and windows. 2112 Providing & fixing of door / windows grill. 2113 Z-Section steel windows 2114 Angle iron door chaukhat 40*40*5 2115 Fixing of Door, windows/ventilators chaukhats in position. 2116 Door 2117 Window 2118 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) 2119 Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. 2120 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Ceiling) 2121 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 2122 (a) 250 mm x 10mm 2123 (a) 200 mm x 10mm 2124 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm 2125 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 2126 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 2127 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to 2128 IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick 2129 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including l 2130 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist 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) IInd course of 20mm 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. 2131 iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) 2132 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 2133 Providing and fixing 1st quality ceramic glazed floor 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 2134 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete40 mm thick with 20 mm nominal size stone aggregate, 2135 Centering and shuttering including strutting, propping etc. and removal of form for: 2136 Suspended floors, roofs, landings, balconies and access platform. 2137 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2138 Columns, Pillars, Piers, Abutments, Posts and Struts. 2139 PUMP ROOM (ELECTRIFICATION WORKS 2140 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 2141 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2142 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2143 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 2144 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 2145 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as requiredUpto 450 mm sweep 2146 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 2147 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 2148 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.300mm EXHAUST FAN 2149 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2150 SUBHEAD - V :D.G. SETS 2151 Supplying, Installation and commissioning of AMF start silent type225 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase 50 Hz 415 V alternator of 225 KVA rating at 0.8 power factor mounted on a common base frame, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per 2152 CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms 2153 AMF Panel Incoming-630 Amps FP MCCB of 35KA breaking capacity and contactor same rating 2154 FURNITURE 2155 ARISTO TABLE 2100 LH RU 1200 PDL 2100x2250x750 All specification as per standard & detailed estimate. 2156 ACE WITH HEADREST CHAIR Active Bio-Synchro Mech,Bio-Flex Lumbar Support, Seat Slide Mech, Die cast polished Aluminum Pedestal, Adj Arms, 5 Position Tilt Limiter. All specification as per standard & detailed estimate. 2157 (a) ACE Full Back 2158 (b) Headrest 2159 ACE - Visitor Chair Bio-Flex Lumber Support, MS Powder Coated U/S, Adj Arms. All specification as per standard & detailed estimate. 2160 PARTO Pl 3Str Sofa SLthr Blk Overall Size :Width: 175cm Depth : 87cm Height : 76cmSeating Height : 39.5cm. All specification as per standard & detailed estimate. 2161 Bloom Coffee Table Walnut Overall Size :Width: 100cm Depth : 65cm Height : 43cm. All specification as per standard & detailed estimate. 2162 Adriana Single Bed Walnut Overall Size :Length : 206cm Width : 113.1cm Bed Height : 41cmBed with Headboard Height : 93cm, All specification as per standard & detailed estimate. 2163 Ortho Plus Mattress 78 36 4 Thickness: 10 cm / 12.5 cm, All specification as per standard & detailed estimate. 2164 Pillow Nice L:425mm W:675mm Size ( in cm) : 43 x 69, All specification as per standard & detailed estimate. 2165 Manager Module Workstation, All specification as per standard & detailed estimate. 2166 PULSE Mb Seat Chair, Adj. Arms Larger Seats Lumber Pad, Adj Seat Height, Back tilt Tension,Recline Lock, Nylon Pedestal, KTS Mechanism 4 Positon Locking, All specification as per standard & detailed estimate. 2167 ECHO HDU size : 900 X 740 X 450, All specification as per standard & detailed estimate. 2168 Grande 4 Seater, All specification as per standard & detailed estimate. 2169 Grande Dining chair, All specification as per standard & detailed estimate. 2170 Squadro V2 King Bed Cinmon Overall Size :Length : 205.3cm Width : 187.5cm Bed Height : 42.3Bed with Headboard Height :113.3cm, All specification as per standard & detailed estimate. 2171 Squadro Bedside Table Cinnamon Overall Size :Width : 61cm Depth : 45.5cm Height : 50.35cm, All specification as per standard & detailed estimate. 2172 Accupadic Mattress 78 72 5 Thickness: 12.5 cm / 15 cm, All specification as per standard & detailed estimate. 2173 Orlando P 1str sofa Plthr Brwn Overall Size :Width: 92cm Depth : 92cm Height : 89cmSeating Height : 47.5cm, All specification as per standard & detailed estimate. 2174 Bloom Corner Table Walnut Overall Size :Width : 60cm Depth : 60cm Height : 45cm, All specification as per standard & detailed estimate. 2175 Nebula sofa 3+1+1 Nebula V3 1str Sofa fab Grey Overall Size : Width: 101cmDepth : 97.5cm Height : 93cmSeating Height : 46cm, All specification as per standard & detailed estimate. 2176 Nebula V3 3str Sofa fab Grey Overall Size :Width: 231cmDepth : 97.5cm Height : 93cmSeating Height : 46cm, All specification as per standard & detailed estimate. 2177 Arbor coffee table in Remini Walnut Dimensions W x H x D (cm)-120 x 45 x 60, All specification as per standard & detailed estimate. 2178 Arbor side table in Remini Walnut Dimensions W x H x D (cm)-80 x 45 x 37.5, All specification as per standard & detailed estimate. 2179 Elixir DinTable 4Str Marble Overall Size :Width : 136cm Depth : 136cm Height : 78.5cm, All specification as per standard & detailed estimate. 2180 Opulent Adv Dining Chair Beige Overall Size :Width : 33.5cm Depth : 43.5cm Height : 88.5cm, All specification as per standard & detailed estimate. 2181 MERAKI Media Unit Brn/Beige Overall Size :Width : 180.4cm Depth : 49.5cm Height : 50.4cm, All specification as per standard & detailed estimate. 2182 CIGNUS TABLE 1650 LH RU 1200 PDL 1650x1950x750, All specification as per standard & detailed estimate. 2183 PULSE CHAIR WITH HEADRESTAdj Neck rest & lumber Pad, Seat Height, Back tilt Tension,Recline Lock, Nylon Pedestal, KTS Mechanism 4 Positon Locking , All specification as per standard & detailed estimate. 2184 (a) Mb Seat, Adj. Arms Larger Seats , All specification as per standard & detailed estimate. 2185 (b) Neck Rest Adj. Chair, All specification as per standard & detailed estimate. 2186 OXBO - Visitor Fixed PP Arms,Tubular frame structure, All specification as per standard & detailed estimate. 2187 Upbeat 8 seater, All specification as per standard & detailed estimate. 2188 OXBO - Mid Back chairCT Mech Upright Position Locking, Fixed PP Arms, Nylon Ped, All specification as per standard & detailed estimate. 2189 RDNC SR1 MTL SW 1200mm 300mm 1200W X 300D X 2078H, All specification as per standard & detailed estimate. 2190 RDNC DR1 MTL SW 1200mm 600mm 1200W X 600D X 2078H, All specification as per standard & detailed estimate. 2191 MINGLE MODULAR MEETING TABLE PLT(90 SEATER), All specification as per standard & detailed estimate. 2192 BEAT (LC) - High Back Chair With Seat Slide KTS Mech 4 Position Locking, Chrome Pedestal, Chrome-platting element in PU-up-down adj arms & Ht. Adj Backrest, All specification as per standard & detailed estimate. 2193 BEAT (LC) - Mid Back ChairWith Seat Slide KTS Mech 4 Position Locking, Chrome Pedestal, Chrome-platting element in PU-up-down adj arms & Ht. Adj Backrest, All specification as per standard & detailed estimate. 2194 Majesta P 2Str sofa Leather Ch Overall Size :Width : 1520mm Depth : 840mm Height : 760mm, All specification as per standard & detailed estimate. 2195 Majesta P 3Str sofa Leather Ch Overall Size :Width : 1820mm Depth : 840mm Height : 760mm, All specification as per standard & detailed estimate. 2196 Meraki coffee table Brow/Beige Overall Size :Width : 120cm Depth : 60cm Height : 36.7cm, All specification as per standard & detailed estimate. 2197 Meraki corner table Brown Overall Size :Width : 60cm Depth : 60cmHeight : 49.8cm(With Bush), All specification as per standard & detailed estimate. 2198 LIFT FOR GUEST HOUSE 2199 LIFT with power operated centre opening doors and AC variable voltage & variable frequency controls (travel height G+4)8 PASSENGERS CAPCITY, All specification as per standard &work execution as per detailed estimate. 2200 GST Extra as applicable