Tender For Tourists Facilitation Cenre Near Kalinjer Fort Banda, District Banda (U.P.), 1 Tourists Facilitation Cenre Near Kalinjer Fort Banda, District Banda (U.P.) 2 CIVIL WORK 3 Earth work in excavation by mechanical means(Hydraulicexcavator)/manualmeans over areas (exceeding 30cm in depth. 1.5m in widthaswellas10Sqmonplan)including disposal of excavated earth, lead upto 50m and liftupto1.5m,disposedearthtobelevelled and neatly dressed. 4 Fillingavailableexcavated earth(excluding rock)intrenches,plinth,sidesoffoundations etc.inlayersnotexceeding20cmindepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Excavating, supplying and filling of local earth (including royalty) by mechanical transport uptoaleadof5kmalsoincludingramming and watering of the earth in layers not exceeding20cmintrenches,plinth,sidesof foundation etc. complete. 6 Providing and laying inposition cement concrete of specified grade excluding the cost ofcenteringandshuttering-Allworkupto plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 8 Treatmentofsoilunderexistingfloorsusing chemicalemulsion@onelitreperhole,300 mmapartincludingdrilling12mmdiameter holes and plugging with cement mortar 1:2 (1 cement:2coarsesand)tomatchtheexisting floor. WithChlorpyriphos/ Linadane E.C. 20% with 1% concentration. 9 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping chargesLintel. Ground Floor 10 First Floor 11 Second Floor 12 Terrace Floor 13 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping charges.Slab Ground Floor 14 First Floor 15 Second Floor 16 Terrace Floor 17 Ready mix concrete M 25 = 1.00 cum. i/cplacing of concrete, vibrating, leveling etc5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCCGround Floor Tie Beam 18 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping charges.Slab BeamGround Flooor 19 First Floor 20 Second Floor 21 Terrace Floor 22 Ready mix concrete M 25 = 1.00 cum. i/cplacing of concrete, vibrating, leveling etc5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC. Raft Foundation 23 Ready mix concrete M 25 = 1.00 cum. i/cplacing of concrete, vibrating, leveling etc5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC. Column Ground Floor upto plinth level 24 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping charges.Column Ground Floor 25 First Floor 26 Second Floor 27 Terrace Floor 28 BrickworkwithcommonburntclayF.P.S. (nonmodular)bricksofclassdesignation7.5 in foundation and plinth in:Cement mortar 1:6(1 cement : 6 coarse sand) 29 Providingandlayingdamp-proofcourse40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5 mm nominal size). 30 Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. 31 BrickworkwithcommonburntclayF.P.S. (nonmodular)bricksofclassdesignation7.5 in superstructure above plinth level up to floor Vlevelinallshapesandsizesin:Cement mortar 1:6 (1 cement : 6 coarse sand) Ground Floor 32 First Floor 33 Second Floor 34 Terrace Floor 35 HalfbrickmasonrywithcommonburntclayF.P.S. (non modular) bricks of class designation7.5 insuperstructureabove plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) Ground Floor 36 First Floor 37 Second Floor 38 Terrace Floor 39 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in positionandbindingallcompleteuptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. Ground Floor 40 First Floor 41 Second Floor 42 Terrace Floor 43 15 mm cement plaster on rough side of single orhalfbrickwallofmix:1:4(1cement:4coarse sand). 44 15 mm cement plaster on rough side of single orhalfbrickwallofmix:1:6(1cement:6coarse sand) Ground Floor 45 First Floor 46 Second Floor 47 Terrace Floor 48 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) Ground Floor 49 First Floor 50 Second Floor 51 Terrace Floor 52 ProvidingandlayingMoroccan floortilesin different sizes (thickness to be specified by the lasa brand ) withwater absorptionless 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 greycement slurry@3.3kg/sqmincludinggroutingthe jointswithwhitecementandmatching pigmentsetc.,complete.SizeofTile300x300 mm Ground Floor 53 First Floor 54 Second Floor 55 Terrace Floor 56 Providing and laying Moroccan tiles in different sizes (thicknessto be specified by manufacturer), with water absorption less than0.08 % and conforming to I.S. 15622, of approvedmake,inallcolours&shade,in skirting,riser of steps,over12mmthick bed of cement mortar1:3 (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 300x300 mm Ground Floor 57 First Floor 58 Second Floor 59 Terrace Floor 60 Providing and fixing 18mm thick gang saw cut mirrorpolishedpremouldedandprepolished) machine cut for kitchen platforms, vanity counters,windowsills ,faciasand similar locationsofrequiredsizeofapprovedshade, colour andtexture laidover 20mmthick base cementmortar 1:4(1cement: 4coarse sand) withjointstreatedwithwhitecement,mixed with matching pigment, epoxy touch ups, includingrubbing,curing,mouldingand polishing to edges to give high gloss finish etc. completeatalllevels.Graniteofanycolour and shade. Ground Floor 61 First Floor 62 Second Floor 63 Terrace Floor 64 Providingandfixing18mmthickgangsaw cut, mirror polished,premoulded and prepolished,machinecutforkitchen platforms,vanitycounters,windowsills, facias and similar locations of required size, approvedshade,colourandtexturelaid over20 mm thick base cementmortar 1:4 (1 cement:4coarsesand),jointstreatedwith whitecement,mixedwithmatchingpigment, epoxytouchups,includingrubbing, curing,moulding andpolishing to edges to give high gloss finish etc. completeat all levels.Graniteofanycolour and shade. Ground Floor 65 First Floor 66 Second Floor 67 Terrace Floor 68 Providing and laying Ceramic glazed floor tilesofsize300x300mm(thicknesstobe specifiedbythemanufacturer)of1stquality 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 @ 3.3kg/sqm including pointing thejointswithwhitecementandmatching pigment etc., complete. Ground Floor 69 First Floor 70 Second Floor 71 Terrace Floor 72 Providing and fixing Ist quality ceramic glazed walltilesconformingtoIS:15622(thickness tobespecifiedby the anufacturer),of approvedmake,inallcolours,shadesexcept burgundy,bottlegreen,blackofanysizeas approvedbyEngineer-in-Charge,inskirting, risersofstepsanddados,over12mmthick bed of cement mortar 1:3 (1 cement : 3 coarse sand) andjointing withgrey cementslurry @ 3.3kgpersqm,includingpointinginwhite cement mixed with pigment of matching shade complete. Ground Floor 73 First Floor 74 Second Floor 75 Terrace Floor 76 Kota stone slab flooring over 20 mm (average) thickbaselaidoverandjointed withgrey cementslurrymixedwithpigmenttomatch theshadeoftheslab,includingrubbingand polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick Ground Floor 77 First Floor 78 Second Floor 79 Terrace Floor 80 Kotastoneslabs20mmthickinrisersof steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand)and jointedwith greycement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete. Ground Floor 81 First Floor 82 Second Floor 83 Terrace Floor 84 Making plinth protection 50mm thick of cementconcrete1:3:6(1cement:3coarse sand (zone-III) derived from natural sources : 6 gradedstoneaggregate20mmnominalsize derived from natural sources) over 75mm thick bedof dry brick ballast40mmnominalsize, wellrammedandconsolidatedandgrouted withfinesand,includingnecessary excavation,levelling&dressing&finishing the top smooth. 85 ProvidingandfixingISImarkedflushdoor 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 withverticalgrainsorcrossbandsandface veneers on both faces of shutters: (a)35mmthickincludingISImarked Stainless Steel butt hinges with necessaryscrews. Single leaf. 86 (b) Double leaf 87 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. Theprofile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frameshall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steelscrews, all complete as per direction of Engineer-in-charge 88 Specifications for cupboard shutter, lipping in pelmet, teak wood lipping, uPVC casement/sliding window & door and Fire resistant glazed doors, windows & partition have been incorporated have been added. The specification Clauseshiftedto Sub Head 8 (cladding work) under clause No. 8.15. Specification of Nickel plated M.S. Pipe curtain roads, M.S. grills in frames of window, Bamboo Jaffery/ fencing, wooden moulded corner beading, magnetic catchers, powder coated telescopic drawer channel, slidling arrangement in racks/ cupboards/ cabinets shutter, hardware fittings for uPVC door/ windows, prelaminated medium density fibre board and stainless handles have been incorporated. 89 Providing and fixing factory made door frame (single rebate) made out of single piece extrudedsolidPVCfoamprofilewith homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement,includingfixingtheframetowall withsuitabledia&lengthanchorfasteneras permanufacturersspecificationand irection of Engineer-in-charge. 90 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Ground Floor 91 First Floor 92 Second Floor 93 Terrace Floor 94 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 116.90 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 sqmGround Floor 95 First Floor 96 Second Floor 97 Terrace Floor 98 Providingandapplyingwhitecementbased putty of average thickness 1 mm, of approved brandandmanufacturer,overtheplastered wallsurfaceto preparethe surfaceevenand smooth complete. Ground Floor 99 First Floor 100 Second Floor 101 Terrace Floor 102 Providingandfixing150mmbrightfinished floor brass door stopper with rubber cushion, necessarybrassscrewsetc.to suitshutter thickness complete. 103 Providing&fixingStainlesssteelslidingdoor 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 . 104 Providingand fixing stainless steel towerbolts (barreltype)withnecessaryscrewsetc.complete (a) 300 mm x 10mm 105 (b) 200 x 10mm 106 Providing and fixing stainless steelhandles with screws etc. complete (a) 125 mm 107 Providing & fixing glass planes with putty and glazingclipsinsteeldoors,windows, clerestorywindows,allcompletewith:4.0mm thick glass panes 108 Construction of drain alongwith apron. 109 Chequerredprecastcementconcretetiles22 mm thick in footpath & courtyard, jointed with neat cement slurrymixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4(1cement: 4coarse sand).Ordinary cement without any pigment 110 Fitting of cast iron railing 111 Extra for openable side / top hung vision glass panels (IGUs)includingproviding and supplying at site all accessories and hardwares for the openable panels as specified and of the approvedmakesuchasheavydutystainless steelfrictionhinges,min4-pointcremone lockingsetswithstainlesssteelplates, handles,buffersetc.includingnecessary stainlesssteelscrews/fasteners,nuts,bolts, washersetc.allcompleteasperthe Architecturaldrawings,aspertheapproved shop drawings, as specified and as directed by the Engineer- in- Charge. 112 Providing and applying 12 mm thick (average) premixed formulatedone coat gypsum lightweight plaster having additives and light weightaggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part- 1 & II) 1976, applied on hacked / uneven background such as bare brick/block/ RCC work on walls & ceiling at all floors and locations, finished insmooth line and level etc. complete. sqm 468.90 113 Shingles roof tilesThe cement-mortar ratio for tile roofing is typically 1:3, which means 1 part cement and 3 parts sand. This ratio is suitable for most types of tile installation, including ceramic and porcelain tiles. The thickness of the mortar bed for tile flooring should be at least 3/8 inch, but no more than 3/4 inch 114 Planting and greenery with installation as per given details 115 ELECTRICAL WORK 116 Wiring for the light points with following size PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in existing concealed or surface mounted 25 mm dia 16 gaugeMS black enamelled Conduit including wire connectors complete in all respect. 2 x 2.5sq.mm +1 x 2.5sq.mm (DB to Keypad switch) 117 2 x 2.5sq.mm +1 x 2.5sq.mm (DB to switch board) 118 2 x 1.5sq.mm + 1 x 1.5 sq.mm(Switch board to Light First Point) 119 2 x 2.5sq.mm +1 x 2.5sq.mm(2way Switch board to 2way Switch board) 120 Wiring for the power points with following size PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in existing concealed or surface mounted 25 mm dia 16 gaugeMS Conduit complete in all respect. (for power points) 2 x 4.0sq.mm +1 x 4.0 sq.mm (DB to 16A socket) 121 2 x 4.0sq.mm +1 x 4.0 sq.mm (16A to 16A socket) 122 2 x 2.5sq.mm +1 x 2.5 sq.mm (16A to 6A socket) 123 2 x 2.5sq.mm +1 x 2.5 sq.mm(DB to 6A socket) 124 2 x 2.5sq.mm +1 x 2.5 sq.mm(6A to 6A socket) 125 2 x 6.0sq.mm +1 x 6.0 sq.mm (DB to 25A socket) 126 Supply & fixing of following size/module GI Box along with modular base & cover plate for modular switch sockets as required. 1/2MODULE BOX 127 3 MODULE BOX 128 4 MODULE BOX 129 6 MODULE BOX 130 8 MODULE BOX 131 Supplying & fixing of following modular switch, socket on existing modular cover plate & switch box including connection but excluding modular plate etc. as required. 16A SP SOCKET 132 16A SP SWITCH 133 32A SP SWITCH 134 25A SP SOCKET 135 USB 136 Supply,Shifting, storing, Installation, testing & Commissioning of the following lighting fixtures with all fixing accessories etc. as required.28WATT LED LIGHT 137 32 WATT PANEL LIGHT 138 9 WATT LED DOWN LIGHTER 139 7 WATT LED DOWN LIGHTER 140 36 WATT (600X600) LED LIGHT FIXTURE 141 WALL WASHER LIGHT 142 READING LIGHT(3WATT) 143 FLOOR LAMP 144 NIGHT LIGHT POINT 145 MIRROR LIGHT (5WATT) 146 WALL BRACKET LIGHT-A(3 WATT) 147 BOUNDRY BRACKET LIGHT 148 LED COVE LIGHT 149 Supply and fixing of following sizes perforated type Hot dipped GI cable trays including support, nut bolts, bend, tee, reducers etc. & hanging arrangement as required. Thickness of Cable Tray upto size 300mm-1.6mm thicknessThickness of Cable Tray above 300mm - 2mm thickness50X50MM 150 75X50MM 151 100X50MM 152 150X50MM 153 200X50MM 154 Supplying , laying & Commissioning of following 1100 volt grade XLPE insulated PVC sheathed aluminium /copper conductor armoured cables as per specification in existing trenches, cable trays, ducts, clamped includes anchor fasteners wall with suitable clamps, saddles fixing bolts including connecting testing and commissioning. 3.5CX120 Sqmm Al.. Ar. XLPE cable 155 3.5CX150 Sqmm Al.. Ar. XLPE cable 156 Cable end termination of the following XLPE insulatedPVC sheathed aluminium / copper conductor armoured cables of 1100 volt grade including supplying and fixing of crimping aluminium/copper lugs, double compression glands with earthing facility at both ends of cables etc. complete as required. 3.5CX120 Sqmm Al.. Ar. XLPE cable 157 3.5CX150 Sqmm Al.. Ar. XLPE cable 158 DISTRIBUTION BOARD Supply, unloading, shifting, installation, testing & commissioningof following Distribution Boards with IP 42 along with copper bus-bar, neutral links and earth terminals all enclosed in MS box complete with hinges, metal covers, interconnections bonding to earth:- Make : Schneider / Legrand RDB-1 First & SecondDB (12 WAY SPN DB) 159 LPDB-1PANEL ROOM (8WAY TPN DB ) Incomer- 1 No.40A 4P MCB (10KA ) 3 No. 40A DP RCCB 30mA at each incomer Outgoing- 7 Nos. 16A DP MCB (10KA) 160 LPDB-2(12WAY TPN DB ) Incomer- 1 No.40A 4P MCB (10KA ) 3 No. 40A DP RCCB 30mA at each incomer Outgoing- 16 Nos. 16A DP MCB (10KA) 14 Nos. 6A SP MCB (10KA) 161 Supply, installation, testing and commissioning of flush / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shall / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shallDust cover/ blank shall be provided to protect unused faceplate openings. Termination caps and plastic cover should be provided to protect jack wiring. Quoted priceshall be inclusive of 1.6 mm thick GI Boxes. Single outlet faceplate with RJ-45 jack 162 Supply, Laying, of Cat-6 cables in existing conduit. 163 Single outlet faceplate with RJ-11 jack 164 Supply, Laying, of Cat-6 cables in existing conduit. 165 Supply and fixing ofPVC conduits in following sizes including cost of junction boxes, bends, elbows, sockets, tees etc. laying in slab, cutting chases and making good or surface mounted including all fixing hardware. 25 mm Dia PVC Conduit 1.6 mm wall thickness. 166 LV side works (WIFI ) Containment Only Supply, installation, testing and commissioning of flush / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shall / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shallDust cover/ blank shall be provided to protect unused faceplate openings. Termination caps and plastic cover should be provided to protect jack wiring. Quoted priceshall be inclusive of 1.6 mm thick GI Boxes. Single outlet faceplate with RJ-45 jack 167 Supply, Laying, of Cat-6 cables in existing conduit. 168 LV side works (TV ) Containment Only Supply, installation, testing and commissioning of flush / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shall / TIA - 568 - B.2-1 and IEC 60603-7-4. The plastic shallDust cover/ blank shall be provided to protect unused faceplate openings. Termination caps and plastic cover should be provided to protect jack wiring. Quoted priceshall be inclusive of 1.6 mm thick GI Boxes. Single outlet faceplate with RJ-45 jack 169 Supply, Laying, of CO-AXIAL cables in existing conduit. 170 Cameras Dome Fixed lens camera 2 MP - Supply, Installation, Testing & Commissioning ofIP Network TDN Low-Light IR Dome Camera, 1/2.7 CMOS, 2 MP @ 25fps or better, Min. Illumination required 0.01 lux @ F1.4 (color), 120dB True WDR, Min. Pixels 1920 × 1080, 2.8 mm lens, BLC, HLC, 3DNR, Privacy Mask, 3 IR LEDs Smart IR with upto 15m IR distance, inbuilt mic , Audio support, 128GB SD card support, PoE, IP66, IK10 H.265, PoE Class 3 and 12V DC, Having Operating temp range : –30°C to 60° C. Certifications: ONVIF Profile S & Profile G compliant, UL, CSA 60950-22, CE (EN 50130-4 & EN 55022) , FCC Part 15 & RoHS compliant. 171 Bullet camera 2 MP - Supply, Installation, Testing & Commissioning ofIP Network TDN Low-Light IR Dome Camera, 1/2.7 CMOS, 2 MP @ 25fps or better, Min. Illumination required 0.01 lux @ F1.4 (color), 120dB True WDR, Min. Pixels 1920 × 1080, 2.8 mm lens, BLC, HLC, 3DNR, Privacy Mask, 3 IR LEDs Smart IR with upto 15m IR distance, inbuilt mic , Audio support, 128GB SD card support, PoE, IP66, IK10 H.265, PoE Class 3 and 12V DC, Having Operating temp range : –30°C to 60° C. Certifications: ONVIF Profile S & Profile G compliant, UL, CSA 60950-22, CE (EN 50130-4 & EN 55022) , FCC Part 15 & RoHS compliant. 172 Supply , Installation , Testing and commissioning of 16 Channel NVR (Network Vedio Recorder), for recording upto 64CH @ 1080P with 08 nos. SATA HDDs minimum 64TB storage or more (recording requirement all cameras recording at 2MP, 25fps for 30 days),H.265/H.264/MJPEG/MPEG4 codec decoding, Front Control Pannel with LEDs Indication, 3 nos. USB, iPhone; iPad; Android based Mobile clients, Video Export feature on USB, Search Mode: Time/Date; Alarm; Motion Detection (MD); Exact Search (accurate to a second); Smart Search, Dual HDMI Output, Alarm Input (16 nos.), Alarm Output (6 nos.), 16 POE Ports,eSATA Device, 320Mbps each Incoiming & Outgping throughput, Operating Temperature –10°C to 55°CCertification : CE, FCC & UL including fixing accessories and cable termination with required connectors/Jack, complete in all respect as per instruction of engineer in-charge. 173 Supply, installation & testing of 12 Port Layer 2 POE switchwith 12 Port LIU. 174 Supply, installation & testing of 32 Monitor Screen complete as required. 175 Supply, installation & testing of CAT-6 cable with all termination, crimping etc. 176 Supply, installation & testing of 25mm PVC FRLS1.6mm thick Conduit. 177 UPS SYSTEM Supply, storing, shifting to location of installation, installation, testing & commissioning of following ratings UPS as per Specification, Technical Data sheet & IS. 178 Supply, Installation, Testing and Commissioning of (3 phase, 4 wire IN & 3 phase, 4 wire OUT) 7.5KVA online UPS system suitable for input and output parameters strictly as per specifications with built in isolation transformer. The UPS shall be provided in powder coated fan cooled enclosure painted in colour as per specifications. The UPS shall be suitable for normal, emergency, recharge, by-pass and maintenance mode.The system be expandable in such a manner that addition of another UPS of similar capacity can double the system output with common by-pass. The UPS shall have a microprocessor based display and control panel.UPS shall have enclosed batteries with rack, having 30 minute back-up.Make: APC / Numeric-Legrand / Emerson Input voltage : 380V to 480V,3ph+N+PE±10% Output voltage : 415 V,3 phase ±2% Battery charger Auto / Manual float cum Boost .The rate shall include overvoltage cut-off , undervoltage trip. 30 KVA Online UPS System with 30 minutes battery back-up. 179 PUBLIC ADDRESS SYSTEMSupplying, installing, testing and commissioning of 1.5W ceiling mounted type speakers with multi-tapping capable to produce minimum sound level of 75db at 3m distance. (Ceiling Speakers) 180 Supply, installing, testing and commissioning of 2c x1.5 sq. mm, PVC insulated FRLS copper armoured cable (screen shielded) confirming to IS standards and specifications. Complete as required as per technical specification. 181 25 mm Dia recessed PVC FRLS conduit to be used for Speakers for better connectivity and terminations to all speakers 182 LT Panels Supply , installation, testing & commissioning of Main LT panel/ Capacitor Panel/ Main distribution panels/ sub- distribution panelsfabricated out of 2 mm thickCRCA sheet steel in cubicle formation, compartmentalized, from 3b construction, free standing floor mounted, dust and vermin proof with reinforcement of suitable size angle iron, channel, `T’ sections and/ or flats wherever necessary. 1.6 mm thick CRCA sheet steel shall be used for final distribution panels. 3 mm thick cable gland plates shall be provided on top as well as at the bottom ofthe panels. Panels shall be treated with all anticorrosive process before powder coating as per specifications and final approved shade. 2 No. earthing terminals shall be provided for all distribution panels. Panels shall be suitable for 415V, 3 phase, 4 wire,50 HZ supply system. Lifting hooks shall also be provided in case of large panels. Approval shall be taken for each panel in the form of shop drawings beforefabrication. Panel shall be with IP-55 protection. MAIN LT PANEL ( FOR DETAIL REFER ELETRICAL SLD) 183 CAPACITOR PANEL ( FOR DETAIL REFER ELETRICAL SLD) 184 HVAC PANEL ( FOR DETAIL REFER ELETRICAL SLD) 185 GROUND FLOOR PANEL( FOR DETAIL REFER ELETRICAL SLD) 186 FIRST FLOOR PANEL( FOR DETAIL REFER ELETRICAL SLD) 187 SECOND FLOOR PANEL( FOR DETAIL REFER ELETRICAL SLD) 188 TERRACE FLOOR PANEL( FOR DETAIL REFER ELETRICAL SLD) 189 PLUMBING PANEL( FOR DETAIL REFER ELETRICAL SLD) 190 UPS PANEL( FOR DETAIL REFER ELETRICAL SLD) 191 DG SET (100 KVA DG) Supplying, installation, testing and commissioning of silent type DG set, AMF panel, bus ducting/cable for DG sets to essentials panels synchronizing panel where required, DG sets enclouser room sound insulation/ventilation/smoke exhaust as required, earthing of DG sets system, control cabling, fule tank/piping, DG sets exhaust piping/exhaust chimney as per CPCB norms, Civil work connected with DG sets including foundation as required. 192 HT CABLES The rates under this section shall also include the following: Providing and fixing approved cable supports and grouting the same as required. Effecting proper connections at terminations. Providing all, fixing accessories such as clamping devices, nuts and bolts etc. Clamping to supports where laid in trenches. Providing proper supports for cable terminals as called for. Wherever cables cross walls provide proper sleeves at the time of civil work. Supplying , laying & commissioning of11 KV grade XLPE aluminium conductor armoured cables laid in trench. 1R x 3 C x 35 sq.mm 11 kV XLPE HT cable ( HT Metering to CSS HT Panel)(Note: Actual Length shall be checked at site) 193 Supplying and making cable end terminations for11 KV grade, XLPE aluminium conductor armoured cable including termination kit complete heat shrinkable sleeve etc. 1RX3 C x 35 sq.mm11 kV XLPE HT cable 194 PLUMBING WORK 195 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 196 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 197 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.brass pillar tap 198 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia 199 Providing and fixing 100 mm sand cast Iron grating for gully trap. 200 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm dia 201 25 mm dia 202 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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. Internal work - Exposed on wall 32mm dia 203 40mm dia 204 Providing and fixing gun metal gate valve with C.I. wheel of approved quality {screwed end):. 32mm dia 32mm dia 205 40mm dia 206 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore 207 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore 208 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 209 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 210 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 211 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 212 Providing and placing on terrace (at all floor levels) polyethylene waterstorage 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. 213 Providing and fixing 600x450 mm beveled edge mirror of superior glass (ofapproved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 214 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore 215 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 225 mm 216 Providing and fixing C.P. brass angle valve for Basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 217 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 218 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. 219 Providing and fixing CP Brass Single lever wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia 220 DRAINAGE WORK 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 221 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) 222 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 derived from natural sources) 223 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 224 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 225 Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 226 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 227 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. 228 WATER SUPPLY WORK 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 layersnot 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 300 mm dia 229 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 100 mm dia Ductile Iron Class K-9 pipes 230 150 mm dia Ductile Iron Class K-9 pipes 231 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : 100 mm diameter pipe@ 5.0mc/c 232 150 mm diameter pipe@ 5.0mc/c 233 Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) Up to 300 mm dia 234 Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 Up to 300 mm dia 235 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testingof joints complete as per direction of Engineer in Charge. External work 20mm nominal outer dia pipes 237 25mm nominal outer dia pipes 238 50mm nominal inner dia pipes 239 40mm nominal inner dia pipes 240 80 mm nominal dia Pipes 241 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 20mm nominal bore 242 25mm nominal bore 243 Providing and fixing gun metal gate valve with C.I. wheel of approved quality {screwed end): 25mm nomiinal bore 244 32mm nomiinal bore 245 50mm nomiinal bore 246 40mm nomiinal bore 247 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :50 mm dia 248 80 mm dia 249 Provideing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separtely): 100mm diameter Class II 250 150mm diameter Class II 251 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 252 SEWERAGE WORK 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 253 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 254 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming to IS : 4885 255 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With Sewer bricks conforming IS : 4885 256 Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885 257 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With Sewer bricks conforming IS : 4885 258 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 259 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 manufacture’s 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. 260 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. 261 SEPTIC TANK & SOAK PIT 262 Earthwork inexcavationoverareas includingdisposalofexcavatedearth,leadupto50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth 263 In all kind of soil upto 1.5m to 3.0m. depth 264 Providingandlayingofcementconcretein base excluding the cost ofcentring and shuttering by 1:2:4 (1 cement : 2 coarse sand :4 gradded stone aggregae 20mm nominal size) 265 Brick work with brick of class designation 150 infoundationandplinthincementmortar(1cement : 4 coarse sand) 266 Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc 5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC Column 267 Reinforcement for R.C.C. work including, straightening, cutting bending binding andplacing in position complete. 268 Centringandshutteringincludingstruting,proping etc and removal of form for slab. 269 15mm cement plaster on rough side of mix 1:4(1 cement : 4 course sand) 270 Providing M.S.footrestincluding fixing with 20x20x10cm.cementconcrete block1:3:6(1 cement : 3 coarse sand : 6 gradded aggregate of nominalsize20mm)asperstandarddesignwith 20x20mm sq bars. 271 ProvidingandfixingC.I.teeattheinletand outlet of septic tank. 272 Providing & fixing 75mm dia vent pipes. 273 Providing&fixingof 75mmdiacastironterminal guard. 274 ProvidingandfixinginpositionprecastRCC manhole cover and frame of required shape and approved quality. M.D. -10- Circularshape 500mm internaldiameter 275 L.D. -2.5- Circular shape 450mm internaldiameter 276 Making soak pit 2.5 m diameter 3.0 metre deep with45x45cmdrybrickhoneycombshaft withbricksofclassdesignation75andS.W. drain pipe 100 mm diameter, 1.8m longcomplete as per standard design. With F.P.S. bricks 277 RAIN WATER HARVESTING 278 Earth work In excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in width as per as 10 sq.m on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil 279 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering , lead up to 50 m and lift up to 1.5m. 280 Extra for every additional lift of 1.5 m or part there of in: All kinds of soil. 281 Centring and shuttering including strutting, proppintg etc. and removal of form for: Suspended floors,roofs, landings, balconies and access platform. 282 Small lintels not exceeding 1.5m clear span, moulding as in cornices, windowsills,string courses, bands, copings, bed plates, anchor blocks and the like. 283 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. 284 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg/Cum 285 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in Cement mortar 1:6 (1 cement : 6sand) 286 12 mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand). 287 Providing, laying and jointing glazed stoneware pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete:200 mm diameter 288 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityL D- 2.5 Rectangular shape 600x450mm internal dimensions 289 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m.All kinds of soil 290 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil 291 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering , lead up to 50 m and lift up to 1.5m. 292 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg/Cum 293 Centring and shuttering including strutting, proppintg etc. and removal of form for: Suspended floors,roofs, landings, balconies and access platform. 294 Edges of slabs and breaks in floors and walls, Under 20 cm wide 295 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.(TMT) 296 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) 297 12 mm thick cement plaster of mix1:4 (1 cement : 4 fine sand). 298 Providing, laying and jointing glazed stoneware pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete:200 mm diameter 299 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. All types of soil 300 mm dia. 300 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. 150 mm nominal size dia. 301 Supplying, filling, spreading and leveling gravels of size range 5 mm to 20 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge 302 Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in-charge. 303 ProvidingandfixingfactorymadeprecastRCCperforateddrain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four no longitudinal and 9 nos crosssectionalT.M.T.hoopbars,includingproviding 50mmdia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mmx1.6 mm complete, all as per direction of Engineer-in-charge. 304 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 305 ProvidingandlayingbelowgroundunplasticisedPVCpipeto withstand workingpressure of4kglcm2 soildwastepipes confirmingto IS:13592 and IS:4985 includingjointing with seal ringconfirmingtoIS :5282leaving 1Ommgapforthermal expansionallnecessary fittingsetc. complete.Excavationto be paid seperataly. 160 mm diameter OD 306 Providing and fixing unplasticised PVC moulded fittings/accessoriesforunplasticisedRigidPVCsoilandwastepipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm 307 Bend 87.5° 110 mm bend 308 BOUNDARY WALL 309 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as wellas10Sqmonplan)includingdisposalof excavatedearth,lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 310 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 311 Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8(1Cement: 4coarsesand: 8gradedstoneaggregate 40mm nominal size) 312 Reinforcedcementconcreteworkinbeams,suspendedfloors,roofs havingslopeupto15°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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc 5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC Beam 313 Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc 5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC Footing 314 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping charges.Column 315 BrickworkwithcommonburntclayF.P.S.(nonmodular)bricksof 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 coarsesand) 316 HalfbrickmasonrywithcommonburntclayF.P.S.(nonmodular) 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) 317 SteelreinforcementforR.C.C.work includingstraightening, cutting, bending,placinginpositionandbindingallcompleteuptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 318 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 319 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 320 Painting withsyntheticenamelpaintof approvedbrandand manufactureofrequiredcolourtogiveanevenshade.Twoormore coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture : (M.S. works). 321 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 116.90Finishing 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 322 Providingandapplyingwhitecementbased putty of average thickness 1 mm, of approved brandandmanufacturer,overtheplastered wallsurfaceto preparethe surfaceevenand smooth complete. 323 C.C. ROAD 324 Earthworkinexcavationbymechanicalmeans (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to belevelled andneatly dressed. (D.S.R. 2.6.1) 325 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 326 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 (1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size) (D.S.R. 4.1.8) 327 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine 328 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete. 329 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 330 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, j ointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints 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 Engineer-in-charge). 331 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 332 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in positionandbindingallcompleteuptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(D.S.R-5.22.6) 333 FIRE FIGHTING SYSTEM 334 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 MAKE-ALLIED ENGINEERS/MAK ENGINEERS/CPRI APPROVED INCOMING250A, 50kA4 Pole MCCB, Ics=100% Icu ratingDigital Voltmeter 0-500V with selector switchDigital Ammeter (0-250 A) with selector swtich & CTsetc. LED type RYB phase indicating lamps, ON, OFF, tripindicating lampsSet of CopperBus Bar 300A OUTGOING( Note : All outgoing feeders for pumps should havedigital Ammeter with selector switches, and LED typeON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fullyautomatic Star/Delta starter suitable for 60 HP pumpwith overload protection, current sensing type singlephase preventor complete with all acceessories andinternal wiring required for automatic operation,selector switch for local/remote, aut Jockey Pump63 A, 50kA TPN MCCB, Ics=100% Icu, with suitableHP fully automatic Star/Delta starter with overloadprotection, current sensing type single phase preventorcomplete with all acceessories and internal wiringrequired for automatic operation, selector switch forlocal/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROL Control for diesel engine comprising Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual modeIndicating lamp for high/ Low Lub. Oil pressure, HighWater Temp and Engine on indicationBattery charger suitbale for 12V/24 V DC with boostand trickle selector switch, 0-30 V DC volt meter, and 020 A DC Ammeter All standard relays and accessories for automatic operation of diesel engineSystem Controller Designing, 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 335 Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air releasevalve on top and flanged connection to riser, drainarrangement with 25 mm dia gun metal wheel valvewith required accessories, pressure gauge andpaintingwith synthetic enamel paint of approved shadeas required. 336 Supply, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required 150MM DIAMAKE- TYCO/MINIMAX/CEASEFIRE. (Pressure etc. to complete the system as required) 337 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 Stainless steel Make - NEW AGE / MINIMAX 338 Supplying and fixing first-aid 30 mtr 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. Make EWAGE/CEASEFIRE/MINIMAX 339 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 Gun Metal Make NEWAGE/CEASEFIRE/MINIMAX 340 Providing and fixing Fire FHC Door 5 mm thick glass door (with M.S. frame) of size 2.1 m x 0.9 m with center opening for fire hose cabinet. Suitably marked on the outside with the letters FIRE HOSE including locking arrangement. All M.S. work to be in Red P.O. colour over appropriate primer. 341 Supply, laying, testing & commissioning of C class heavyduty 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 andpainting with two or more coats of synthetic enamel paint of required shade complete as required :. Make TATA/SAIL/JINDAL 150 mm dia 342 100 mm dia 343 80 mm dia 344 50 mm dia 345 32 mm dia 346 25 mm dia 347 Providing and fixing forged brass ball valve with forged brass ball of the followingsizeincluding providing necessary union / flange. 25mm 348 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 Make CASTLE/C&R/ADVANCE/KIRLOSKAR 150 mm dia 349 100mm dia 350 80 mm dia 351 Supply, 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 Make : CASTLE/C&R/ADVANCE/KIRLOSKAR 150 mm dia 352 100mm dia 353 80 mm dia 354 65 mm dia 355 Supply, 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.Make : DS ENGG/SANT/EMERALD 150 mm 356 100 mm 357 Providing & fixing double flanged flexicon rubber expansion joint (suitable for system test pressure) of standard length as per manufacturers specs including rubber gaskets, flanges, nuts, bolts and washers complete as required. 150mm dia 358 100mm dia 359 Supply fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories. Make Newage/Tyco/MINIMAX Pendent sprinkler 360 upright sprinkler 361 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, gasketsconforming to IS 13095 of following sizes as required : 100 mm dia 362 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 904 as required- 4 WAY 150mm diaMake NEWAGE/CEASEFIRE/MINIMAX 363 Supplying, installation, testing & commissioning ofsprinkler flexible pipe (UL Listed) of stainless steelcomplete with 15 NPT on reducer thread withmaximum working pressure of 175 PSI test pressure of875 PSI (Burst) with branch line (Inlet) 25mm NPTmale thread to sprinkler head (Outlet) 15mm NPTfemale thread with reducer, nipple, 2 side brackets,center bracket, stockbar of following sizes complete asrequired. For 700mm Length 364 For 1000mm Length 365 Supply and fixing of fire extinguisher, ABC Type 4.00kg 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. 366 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. 367 Supply and fixing of fire bucket, round bottom made of GI sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained amd locked, initially filledwith fine river sand, water as per direction of Engineer-in-charge. 368 Supplying, installation, testing & commissioningof Smoke detector complete with mounting base complete as required. 369 Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required. 370 Supplying,installation,testing&commissioningresponseindicatoronsurface/ recess MS box having two LEDs metallic cover complete with all connections etc. as required. 371 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 372 Supplying, installation, testing & commissioning fire alarm sounder with facility to makeannouncement,mountedinM.S.box(16 SWG)withhingedcoverplate& suitable for operation with amplifier i/c line matching transformer etc. complete as required. 373 Supplying, installation, testing & commissioning of addresable fire control module complete as required. 374 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 375 Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. 376 Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. 377 Supplying,installation,testing&commissioningofaddressablephonecontrol module complete as required. 378 Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required. 379 Supplying and drawingof cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required.speaker cable Two pair, 2-core, 1.5 sqmm 380 Supplying and drawing following pair 0.5mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair 381 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protectedwith 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 the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly onnected with the earth conductor by clamps etc.70 sq. mm 3-1/2 core 382 35 sq. mm 3-1/2 core 383 25 sq. mm 3-1/2 core 384 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 Supply & fixing of pressure switch in M.S. pipe line including connection etc. as required. 386 Supply & fixing flow switch in following sizes M.S. pipe including connection etc as required.-100 mm dia 387 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required. 388 M.S. GATE 389 Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeansoverareas(exceeding30cmindepth. 1.5minwidthaswellas10Sqmonplan)includingdisposalof excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (D.S.R. 2.6.1) 390 Fillingavailableexcavated earth (excludingrock) in trenches, plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (D.S.R. 2.25) 391 Providing and laying in position cement concrete of specified grade excludingthecostofcenteringandshuttering-Allworkupto plinthlevel:1:4:8(1Cement:4coarsesand:8gradedstoneaggregate 40 mm nominal size)(D.S.R. 4.1.8) 392 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plainwindowsills,staircasesandspiralstaircasesabove plinthlevel uptofloor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc 5.33.1.1 Rate as per Item No.5.33.1.1 of SH:RCC Beam (D.S.R 5.33.1.1) 393 Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc 5.33.1.1 Rate as per Item No.5.33.1.1 of SH:Raft Foundation(D.S.R 5.33.1.1) 394 Rate as per Item No.5.33.2.1 of SH: Reinforced Cement Concrete cum 0.50 9860.40 4930.20 A Deduction of pumping charges.Column (D.S.R=5.33.2.1) 395 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinthlevel.Thermo-MechanicallyTreatedbarsofgradeFe-500D or more. (D.S.R. 5.22.6) 396 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) (D.S.R. 13.4.2) 397 Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem,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.(D.S.R.-13.44.1) 398 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinthlevel.Thermo-MechanicallyTreatedbarsofgradeFe-500D or more. (D.S.R. 10.25.2) 399 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.Two or more coatsonnewworkoveranundercoatofsuitableshadewith ordinary paint of approved brand and manufacture : (M.S. works). (D.S.R. 13.62.1) 400 GST Extra as per applicable
