Tender For Construction Of Bus Station At Kauriram Distt. Gorakhpur - Civil Works 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 all kinds of soil 4 Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 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) : 8 graded stone aggregate 40 mm nominal size) 7 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 8 Upto plinth level 9 (i) R.C.C. work in Footing 10 (ii) R.C.C. work in Beam 11 (iii) R.C.C. work in Columns 12 Above plinth to floor-V lvl 13 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 14 (iii) R.C.C. work in Columns 15 (i) R.C.C. work in Lintel 16 (ii) R.C.C. work in Beam 17 (iv) R.C.C. work in Slab 18 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. 19 Treatment of soil under existing floors using chemical emulsion @ 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 existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 20 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 21 Foundations, footings, bases of columns, etc. for mass concrete. 22 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick 23 Columns,Pillars, Piers, Abutments, Posts and Struts. 24 Edges of slabs and breaks in floors and walls Under 20 cm wide. 25 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 26 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 27 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 28 Brick Work with common burnt clay ( 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) 29 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 30 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: 31 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. 32 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 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. 33 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 Engineerin- charge. 34 Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- 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 3 mm deep. 35 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 : 36 With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 37 Fixing of Doors, windows / ventilators chaukhats in position. 38 (a) Door chaukhats 39 (b) Window chaukhats 40 (c) Ventilator chaukhats 41 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. 42 (a) Single leaf 43 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately). Second class teak wood 44 Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick 45 Supply and fixing of anodised /aluminium windows having 2 mm thick aluminium section excluding coating & an average coating of 20 micron fully glazed made of aluminium door tube size 83.5x 44.65 mm as vertical member & 1114.00 x 44.45 mm size tube in bottom and horizontal members door chaukhat should be of aluminium tublar vertical with two openable shutters. The rate will include cost of material fixtures, 5mm glass handles, locks, screw necessary beeding & excluding cost of floor spring if required for proper completion of work as per direction of Engineer I/C. 46 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodiccoating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 47 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 48 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood 49 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 50 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 51 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and anufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 52 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 53 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 54 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) 55 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 56 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 57 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate 58 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 59 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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 60 Providing and fixing 18 mm thick 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.Granite stone slab of colour black, Cherry/Ruby red 61 Providing and fixing 18 mm thick 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.Granite stone slab of colour black, Cherry/Ruby red 62 Supply and fixing 6 mm China white glazedtiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). 63 Wood Painting:Applying priming coat: 64 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 65 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : Two coats Internal wall surface) 66 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). 67 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. 68 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. 69 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 70 300 x 10mm 71 200 x 10mm 72 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 (a) 125 mm. 73 Providing and fixing aluminium hanging floor door stopper 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. Twin rubber stopper 74 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarsesand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforcedwith 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 andsoffits 75 Steel work inbuilt uptublartrusses includingcutting, hoisting, fixingin position andapplying a priming coat of approvedsteelprimer,elded and bolted including specialshappedwashersetc. complete: Electric resistance or induction butt welded tubes. 76 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 77 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) Light shade pigment using white cement 78 INTERNAL W/S & SEWERAGE WORK 79 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 : W.C. pan with ISI marked white solid plastic seat and lid 80 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. flushingcistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 81 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: 82 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 83 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 84 Semi rigid pipe 85 a) 32mm dia 86 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. 87 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 88 Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. 89 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. 90 110mm diameter 91 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 92 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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. 93 110mm 94 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 95 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 96 (internal work) 97 Exposed on wall 98 32mm dia nominal bore 99 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 100 32mm dia nominal bore. 101 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 1.00m 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. 102 internal work -Exposed on wall 103 20mm dia nominal outer dia pipes 104 25mm dia nominal outer dia pipes 105 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 106 Concealed work including cutting chases and making good the walls etc. 107 15mm dia nominal outer dia pipes 108 20mm dia nominal outer dia pipes 109 25mm dia nominal outer dia pipes 110 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 111 15mm nominal bore 112 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 113 15mm nominal bore 114 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 115 15mm nominal bore 116 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 117 15mm nominal bore 118 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 119 Providing and fixing gun metal gate valve with wheel of approved quality. 120 25mm dia nominal bore 121 20 mm dia nominal bore 122 32mm dia nominal bore 123 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 124 25 mm nominal bore 125 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. 126 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 127 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 128 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 129 Providing, laying and joining glazed stone ware 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. 130 100mm diameter 131 150mm diameter 132 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 133 100mm diameterS.W. Pipe 134 150mm diameterS.W. Pipe 135 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 300x300 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: 136 150 x 100 mm. size P type 137 With Sewer bricks conforming to IS : 4885 138 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 139 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). 140 With FPS bricks of class designation 75 141 (i) For Sewer Line 142 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 143 With 20x20 mm square bar 144 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR coupler confirming to IS-14735. also including excavation of trenches, cutting of walls and holes and repairing the walls, floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bend, tee and y-tee including supply of all materials laborers and T&P. required for proper completion of work. 145 75 mm O.D. 146 110 mm O.D. 147 Supply and fixing of UPVC S.W.R. pipes nahani traps size 100x75, 110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 148 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. 149 Size 75 mm 150 Size 110 mm 151 Supply and fixing ofUPVC S.W.R. plain tee confirming to IS-14735. 152 Size 75x75x75 mm 153 Size 110x110x110 mm 154 INTERNAL ELECTRIFICATION WORK 155 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 type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 156 Group C 157 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 158 2X1.5 sqmm + 1x1.5 sqmm earth wire 159 2X2.5 sqmm + 1x 2.5 sqmm earth wire 160 2X4.0 sqmm + 1x 4.0 sqmm earth wire 161 2X6.0 sqmm + 1x 6.0 sqmm earth wire 162 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 163 Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 164 20mm 165 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 166 TV antenna socket outlet 167 Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 168 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 169 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 170 1 or 2 module(75mm X 75 mm ) 171 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 A modular socket outlet and 15/16 A modular switch,connection etc. as required. 172 Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. 173 Supplying and fixing brass batten/angle holder including connectionetc. as required. 174 Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. 175 Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 176 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.Including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 177 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 178 Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. 179 upto 450 mm sweep. 180 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 181 Supply and fixing suitable size GI box with 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. 182 Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73mm 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 screwed, one loc at the conrners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 183 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect 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(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 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. 184 Supplying and fixing followingway, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 185 12 way, Double door 186 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 187 Single Pole 188 Double Pole 189 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 190 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 191 Supplying and Laying of 25 mm X 3 mm G.I 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 G.I. nut bolt & spring washer spaced at 50mm) 192 Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. 193 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 194 Upto 35 sq. mm 195 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 196 2 X 10 sqmm. (19mm) 197 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 198 50 mm Dia(Rate taken From ) 199 Supply of 10 sqmm2 core size of 1.1 KV grade multicore aluminum conductor PVC sheathed armoured cable as per IS :1554 (part I) 200 10 sqmm 2 core 201 Supply and erection of1X10 Watt mirror with light complete in all respect. 202 Supply & fixing of7/9 Watt LED BULB complete in all respect. 203 Supply and fixing of LED Tube Light with batten suitable for 1X20 watt LED tube light complete including tube etc. on surface complete in all respect. 204 Supply & fixing of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Light having Powder coated die cast aluminum housing with heat sink, diffuser/Reflector and driver set complete in all respect. 205 Cat. AAA 206 Supplyof AC 230/250 Volts, 50 Hz 55W, 1400 rpm exhaust fan including providing nuts, bolts, mounting frames and other accessories including connections etc. complete as required-Make: Havells or equivalent 207 300mm sweep. 208 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. 209 The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only. 210 The minimum clearances between bus bars shall be as follows : 211 Phase to phase - minimum 20mm 212 Phase to neutral-minimum 15mm 213 CUBICAL PANEL BOARD ( MCCB TYPE ) 214 Incoming : 215 one (1)No.250Amp. MCCB-1No. 216 Metering : 217 One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. 218 One (1) No. (0-250A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. 219 One (1) Set of Phase Indication Lamp. 220 Bus Bar : 221 One (1) No.315 A, TPN aluminimum bus bar of suitable length. 222 Outgoing : 223 Phase indication lamps on each outgoing to be provided. 224 100 Amp. 4P MCCB- 1 No. 225 63 Amp. 4P MCB- 1 No. 226 32 Amp. SP MCB-2 No. 227 100 Amp. 4P MCCB- 1 No-Spare. 228 63 Amp. 4P MCB- 1 No-Spare. 229 OR outgoing as per site requirment 230 FIRE FIGHTING 231 Supply & 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 laborers for proper completion of work. 232 Supply & fixing of CO2 type fire extinguisher,6.5 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. 233 Supplying and fixing of Self Glow Exit signage for stairs and exits made out from not less than 4mm of transparent acrylic sheet of 300x150mm size with self illuminated plastic words of 100mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site.(Make - Agni Suraksha (ASES)/Securation-aka/System Sensor) 234 PASSENGER PLATFORM (17.89+16.60)*4=137.96SQM 235 Earth work infoundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead up to 30M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the the plinth and removal and disposal of surplus earthas directed by the Engineer i/c with in a lead of 50m. 236 in edging wall 237 Fine Sand Filling in Plinth under floor including watering ,rammining , consolidating &dressing complete including lead upto 50mand lift upto 1.5M including cost of sand 238 Providing and laying in cement concrete 1:2:4 (1 cement :4coarse sand :4graded stoneaggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. 239 Same as above but 1:4:8 240 Class 150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 241 20 mm th.Cement plaster skirting up to 30 cm height, with cement mortar 1:2 (1cement : 2 coarse sand), finished with a floating coat of neat cement. 242 in edging wall 243 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. 244 RUBERRISED PAVER BLOCKON OUTSIDE CIRCULATION AREA (YARD) 295.18 SQM 245 Devlopment of yard 246 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 247 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 248 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour &pattern over 50mm thick ompacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 249 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern 250 3000 WD. BUFFER STRIP (18.35 RM) 251 Earth work infoundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead up to 30M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the the plinth and removal and disposal of surplus earthas directed by the Engineer i/c with in a lead of 50m. 252 in edging wall 253 Fine Sand Filling in Plinth under floor including watering ,rammining , consolidating &dressing complete including lead upto 50mand lift upto 1.5M including cost of sand 254 in floor 255 Providing and laying in cement concrete 1:2:4 (1 cement :4coarse sand :4graded stoneaggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. 256 Class 150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 257 Providing and laying tactile tile of size 300x300x9.8mmhaving with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 258 18 mm th.Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 fine sand), finished with a floating coat of neat cement. 259 EXTERNAL ELECTRIFICATION 260 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 261 Supplying and Laying of 25 mm X 3 mm G.I 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 G.I. nut bolt & spring washer spaced at 50mm) 262 Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. 263 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 264 100 mm Dia 265 LAYING AND TERMINATION OF CABLE : 266 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 267 Upto 35 sq. mm 268 Above 35 sq. mm and Upto 95 sq. mm. 269 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 270 2 X 6 sqmm. (19mm) 271 2 X 10 sqmm. (19mm) 272 4 X 16 sqmm. (28mm) 273 3.5 X 70 sqmm. (38mm) 274 Supply of following size of 1.1 KV grade multicore aluminum conductor PVC sheathed armored cable as per IS 1554-1988. 275 6 sqmm 2.0 core 276 10 sqmm 2.0 core 277 16 sqmm 4.0 core 278 35 sqmm 3.5 core 279 70 sqmm 3.5 core 280 6m high(5.0m above ground) 100 mm dia GI pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc.-1 set 281 Erection of pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation, refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom. 282 LED type 50 watt ( street light) fittings of all types with all accessories. 283 Suitable size control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminals with 1 no. 5A fuses complete.-1set 284 Suitable number (1) 40mm dia class-B GI Pipes from above control box to up to 0.5 meter below ground level for power cable entry. 285 PANELS 286 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. 287 The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only. 288 The minimum clearances between bus bars shall be as follows : 289 Phase to phase - minimum 20mm 290 Phase to neutral-minimum 15mm 291 CUBICAL PANEL BOARD ( MCCB TYPE ) 292 SUB PANEL-1 (IN SUBSTATION) 293 Incoming : 294 one (1)No.80Amp. MCCB-1No. 295 Metering : 296 One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. 297 One (1) No. (0-80A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. 298 One (1) Set of Phase Indication Lamp. 299 Bus Bar : 300 One (1) No.80 A, TPN aluminimum bus bar of suitable length. 301 Outgoing : 302 Phase indication lamps on each outgoing to be provided. 303 63 Amp. 4P MCB- 1 No. 304 32 Amp. SP MCB-1 No. 305 OR outgoing as per site requirment 306 HAND PUMP 307 India mark-II hand pump ISI mark with Cylinder & Connection road complete 308 Supply of 110mm dia plain PVC (6 kg/sqcm pressure) 309 Supply of 63mm dia plain PVC (6 kg/sqcm pressure) 310 50mm dia PVC strainer 4mtr Long ride with standard trap & Specials 311 Supply of PVC Socket 110m dia 312 Nylon mesh Nariel rope around strainer 313 Supply of medium class GI pipe 32mm B class 314 Providing necessary boring T&P including making arrangement of water for boring 200mm dia bore hole by Rig machine in all type of strata complete item 315 30 metre B.G.L 316 Beyond 30 metre 317 Supply of labour T&P,jointing & lowering of PVC pipe consisting of 110mm & 50 mm dia bore long ribbed PVC Strainer & Cavity complete 318 30 metre B.G.L 319 Beyond 30 metre 320 Supply of labour T &P, jointing & lowering of PVC pipe consisting of110mm & 50mm dia bore ribbed PVC strainer & cavity complete 321 Development of bore by manual labour till discharge is free from turbidity complete item 322 Supply & using of PVC cement solvent 323 Supply of all material labour T & P required for proper completion of work to construct cement concrete (1:2:4) platform of 1.50 mt dia for hand pump as per drawing with P.C.C (1:5:10) 324 Supply of steel wire rope 325 OPEN URINALS 326 Earth work infoundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead up to 30M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the the plinth and removal and disposal of surplus earthas directed by the Engineer i/c with in a lead of 50m. 327 Fine Sand Filling in Plinth under floor including watering ,rammining , consolidating &dressing complete including lead upto 50mand lift upto 1.5M including cost of sand 328 Providing and laying in cement concrete 1:4:8 (1 cement :4coarse sand :8graded stoneaggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. 329 Class 150 brick work in 1:6 (one cement and three coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 330 Same as in item No. 4 abovebutin super-structure above plinth levelincludingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:3 cement : coarse sand). 331 Same as in item No. 4.abovebutin super-structure above plinth levelincludingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:3 cement : coarse sand). 332 15 mm cement plaster on rough side of single or half brick wall ofmix: 333 S/F 6 mm thick china white glazed tiles inflooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing materials labour and tools & plants etc. required for proper completion of the work. 334 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. 335 40 mm thick with 20 mm nominal size stone aggregate 336 20 mm th.Cement plaster skirting up to 30 cm height, with cement mortar 1:2 (1 cement : 2 coarse sand), finished with a floating coat of neat cement. 337 Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super supercem qualityandof required shadesnowcem,durrocem,robiacem,guttucem on undecorated wall surfaces(two coat)overone andincludingonecoatwhite cementprimertogiveaneven shade after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials. 338 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) guage approved stone ballast in the proportion 1:6, (1cement :6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-200. 339 R.C.C Work in foundation 340 FT-1 341 R.C.C Work in column 342 R.C.C Work in beam 343 Mild Steel or iron in TMT Fe 415 work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 344 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. 345 SEPTIC TANK WITH SOAK PIT ( 100 users) 346 SIZE OF TANK-Length = 5.7 M. Width =2.1 M Total Depth =3.00M 347 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 348 In all kind of soil upto 1.5m depth 349 In all kind of soil upto 1.5m to 3.0m. depth 350 In all kind of soil upto 3.0m to 4.50m. depth 351 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 20 mm nominal size) 352 Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stoneaggregate 20mm normal size). 353 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 354 Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. 355 qty same as ITEM NO.-3 356 Centring and shuttering including struting , proping etc and removal of form for slab. 357 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) 358 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 359 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. 360 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 361 Providing & fixing 75mm dia vent pipes. 362 Providing & fixing of 75mm dia cast iron terminal guard. 363 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 364 M.D. -10- Circular shape 500mm internal diameter 365 L.D. -2.5- Circular shape 450mm internal diameter 366 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. 367 With F.P.S. bricks 368 Drain 46.26 RM 369 Earth in excavation 370 P.C.C. infoundation 371 P.C.C. infoundation 372 Plaster 373 Brick work 374 External Sewerage Works 375 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 376 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 377 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 378 Providing, laying and joining glazed stone ware 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. 379 150mm diameter 380 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 381 150mm diameterS.W. Pipe 382 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 383 (i) For Sewer Line 384 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread 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 manufacturess 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 20mm nominal size) complete as per design. 385 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 300x300 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: 386 150 x 100 mm. size P type 387 With Sewer bricks conforming to IS : 4885 388 Water Supply Works 389 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 390 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 391 Pipes, cables etc. not exceeding 80mm dia. 392 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. 393 External work 394 25mm nominal bore. 395 32mm nominal bore. 396 50mm nominal bore. 397 80mm nominal bore. 398 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 399 25 mm diameter pipe 400 32 mm diameter pipe 401 50 mm diameter pipe 402 80 mm diameter pipe 403 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 404 25 mm nominal bore 405 32 mm nominal bore 406 50 mm nominal bore 407 80 mm nominal bore 408 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm 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) 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 : 409 With F.P.S. bricks 410 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 : 411 25 to 40 mm dia nominal bore 412 50 to 80 mm dia nominal bore 413 Boring with Pipe Line 414 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, upto 90 metre depth below ground level. 415 400 mm dia 416 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. 417 400 mm dia 418 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 419 200 mm nominal size dia 420 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. 421 200 mm nominal size dia 422 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. 423 (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 424 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 425 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :200 mm dia 426 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 427 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. 428 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore 429 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 430 Constructing masonry Chamber 60x60x75 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design : 431 Supply of 100mm dia Johnson screen. 432 Supply of submersible pump 2.5HP with control panel, support wire etc. complete. Make - KSB or equivalent. 433 Supply and fixing of copper cable ISI marked submersible cable of size4 sq mm - Make - Finolex or equivalent. 434 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 435 40 mm nominal outer dia Pipes 436 50 mm nominal outer dia Pipes 437 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. 438 External work 439 40 mm nominal outer dia Pipes 440 50 mm nominal outer dia Pipes 441 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 442 40mm dia nominal bore 443 50mm dia nominal bore 444 Providing and fixing gun metal gate valve with wheel of approved quality. 445 40mm dia nominal bore 446 50mm dia nominal bore 447 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. 448 600X600X750 449 Earth Filling 450 RETRO REFLECTIVE SIGN BOARD ON INTRY & OUT (11 RM) 451 Manufacturing, supplying and fixing retro reflective sign boards madeup of 2 mm thick aluminium sheet, face to be fully covered with highintensity encapsulated type heat activated retro reflective sheetingconforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted onsubstrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paintover and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge 452 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete 453 TOE WALL TO RETAIN EARTH 454 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 455 all kinds of soil 456 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) : 8 graded stone aggregate 40 mm nominal size) 457 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) 458 GST Extra As per Applicable
