Uttar Pradesh State Industrial Development Authority - Uttar Pradesh
40905506 supply and fiing of cantilever board, road direction board and layout map retro reflective type signage at industrial area panki site iv in distt. kanpur nagar....
40905506 supply and fiing of cantilever board, road direction board and layout map retro reflective type signage at industrial area panki site iv in distt. kanpur nagar....
40905498 supply and fixing of cantilever board, road direction board and layout map retro reflective type signage at industrial area panki site ii in distt. kanpur nagar....
40876271 tender for provision of area drainage along usman road and chanakya road along with certain minor works under ge ( west ) lucknow ; 1 excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in soft / loos soil for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out complete all as specified and as directed 2 excavating over areas, n exc 1.5 m deep and getting out soft / loose soil complete all as specified and as directed 3 m & l brick work with fly ash ( old size ) straight or curved on plan to any radius in half brick thick walls built in cm 1.4 exc 6m mean radius complete as directed. 4 m & l for pcc 1:4:8 type d2 ( using 40mm graded stone aggregate ) as in foundation, filling and mass filling concrete etc including necessary formwork completeall as specified and as directed 5 m & l for pcc 1:4:8 type d2 ( using 40mm graded stone aggregate ) as in foundation, filling and mass filling concrete etc including necessary formwork complete and incl demolition of cement concrete drain complete all as specified and as directed 6 m & l brick work with fly ash bricks straight or curved on plan exc 6m mean radius in cm 1:4 complete all as specified and as directed. 7 m & l for brick work with fly ash bricks straight or curved on plan exc 6m mean radius in cm 1:4 including demolation of brick work or stone / boulder masonry, built in cement mortar completed all as specified and directed. 8 m & l damp proof course 40mm thick in cement conc 1:2:4 type b 0 to horizontal or vertical surfaces including necessary formwork complete all as specified and as directed 9 supply only liquid water proofing compound complete all as specified and as directed 10 formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup ports, overhangs, etc. also splays ween floors and beams, etc. form work in lintel complete all as specified and as directed 11 formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick ( horizontal or sloping complete all as specified and as directed 12 formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of rcc / pcc bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide rough finished surfaces of concrete complete all as specified and as directed 13 m&l pcc / rcc 1:2:4 type b1 using 20mm graded stone agg as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, like including necessary form work complete all as specified and as directed. 14 reinforced cement concrete ( nominal mix ) type b1 1:2:4 ( 20 mm graded aggregate ) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed 15 m & l for reinforced cement concrete type a1 1:1.5:3 ( 20mm graded aggregates ) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed 16 m&l for providing precast rcc 1:2:4 type b 1 using 20mm graded mechanically crushed stone agg as in cover slab for man holes, drains, soak well etc and similar articles etc, set in cm 1:4 with plain faces including chamfered weathering throating etc incl necessary form work complete all as specified and as directed. 17 m & l for mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 18 m&l mild steel tmt bars 6 to 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 19 m & l for providing cement concrete type b 1, 1:2:4, ( 20 mm graded stone aggregate ) including necessary formwork as in copings lintel complete all as specified and as directed. 20 m&l pcc 1:2:4 type b 1 using 20 mm graded stone aggregate insurface channels and finishing complete all speciified and directed 21 m&l 10 mmthick plastering over roof slab in cement mortar 1:4 using 100% coarse sand finsished surface even and smooth neeru finish to plastering as specified with using extra cement and mixed with 3% water proofing compound ( as per manufacturer instruction ) compelete all as specified and directed.note : wpc shall deemed to be inclusive in quoated unit rate. 22 extra forforming fair finished drain or channel 30cm inner girth in cement concret, using extra cement, including forms, moulds, initred / stopped ends complete all speciified and as directed 23 m & l for 15mm thick renderingin cm ( 1:4 ) on brick workfinished even and fair complete all as specified and as directed. 24 m&l for rendering 5 mm thick in cement mortar 1:3 on ceiling including three coat of white washfinishing the surface even and faircomplete all as specified and as directed. 25 m&l granite 20mm thick ( of any type ) work ( table rubbed and polished ) in steps, jambs, pillars, window cills, cooking platforms and like in 15 mm thick screed bed cement mortar ( 1:4 ) including pointing in white cement ( 1:2 ) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed 26 m&l granite 20mm thick ( of any type ) ( table rubbed and polished ) for wall lining ( veneering to wall ) 12mm thick in cement mortar ( 1:3 ) and pointing with white cement ( 1:2 ) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed 27 returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. completed all as specified and directed. 28 removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting pointcomplete all as specified and as directed. 29 m & l for bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks ( stay ) , heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to fe 290 gde e 165 complete all as specified and as directed 30 m & l for 25mm thick pcc 1:2:4 type b1 ( using 20mm graded stone aggregate ) as in leveling course etc complete all as specified and as directed 31 surface excavation n.exc ( not exceeding ) 30 cm deep and averaging 15cm deep and getting out in soft / loos soil for foundation, etc. complete all as specified and as directed 32 m & l for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed 33 m & l for 75mm thick pcc 1:4:8 type d2 ( using 40mm graded stone aggregate ) as in sub base etc complete all as specified and as directed 34 m & l for 75 mm thick pcc 1:3:6 type c 2 ( using 20 mm graded stone aggregate ) as in plinth protection, surface finished even and smooth without using extra cement, laid in panels n exc 3 mtr longcomplete all as specified and as directed 35 m & lfor glazed ceramiccolourtiles of size ( 300 x 450mm ) x 7 8mm thickin walls etc, set & jointed in neat cement slurry and pointed in white or coloured cement tomatch the colour of tilesas in skirting / dados over and including 10mm thick backing coat in cm 1:4 complete all as specified and as directed 36 m & l fornon skid ceramic coloured tiles 7 to 8 mm thick area of each tiles exceeding 0.11sqm but not exceeding 0.18 sqm in floor etcset and jointed in neat cement slurry & pointed in coloured cement to match the surface over and including 15 mm thick screed bed in cement mortar ( 1:6 ) complete all as specified and as directed. 37 m & lchequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in with grey cement &nopigmentsoverscreed bed or bedding layer of mortar 15 mm thick in cement mortar1: 4 for laying floor finishes complete all as specified and as directed. 38 s & f gi tubing 15mm dia medium grade galvanised with all fittingsfixed to wall and in floor complete all as specified and as directed 39 s & f gi tubing 20mm dia medium grade galvanised with all fittingsfixed to wall and in floor complete all as specified and as directed. 40 s & f gi tubing 25mm dia medium grade galvanised with all fittingsfixed to wall and in floor complete all as specified and as directed. 41 s & f gi tubing 40mm dia medium grade galvanised with all fittingsfixed to wall and in floor complete all as specified and as directed. 42 m & l for cutting and chaseing in brick wall for concealed gi tubing and making good in cm 1:4n.exc 10 cm in girth complete all as specified and as directed 43 s&f solid pvc frame ( single rebated ) of size 60mm x 30 mm made out of solid pvc foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100mm x 8 mm sheet metal csk screws complete all as specified and as shown on drawing ( note : door frame shall be water proof , termite proof elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life ) complete all as specified and as directed. 44 s&f solid pvc extruded profile door shutter of 28 mm thick rails and stiles of extruded 71 x 14 mm wide, made of solid pvc extruded profille with a fine homogeneous cellular structure having smooth surface. 5 mm thick pvc foam sheet is laminated on both side with 25 mm rigid pvc sheet ) pvc sheet is used as panel. primeredd ms frame of size 40mm x 20mm is provided for extra strength pvc panel, stiles rails are joined together using solvent cement adhesive. all corners of pvc profile are first mitre cut and then fusion welded complete all as specified and as directed 45 powder coated aluminium ( minimum thickness of powder coating 50 micron ) work for doors, windows, ventilators and partitions ( fixed portions ) with extruded built up standard tubular sections / appropriate sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and complete all as specified and as directed 46 material and labour for 4 mm thick figured glass pin head typeincluding glazing with putty area n.exc 0.5 sqm in each pane complete all as specified and as directed. 47 s & f stainless steelwire cloth 0.36mm nominal dia of wire and average width of aperture 1.4 mm fixed with stainless steel wire staples or with necessary beads complete all as specified and as directed. 48 s&f vitreous china under counter type wash basin, white, oval shape of size 555x425mmx195mm including cp waste coupling and 32mm dia waste pipe etc. complete all as specified and as directed. 49 supply and fixed 600x450mm beveled edges mirror of selected quality mounted on 4mm thick ac building board / pvc frame or 6mm thick ply fixed to wall with rowl plug and screws complete all as specified and as directed 50 s&f in position rotational moulded polyethylene water storage tanks 500 lts capacity ( cylinderical verticalwith closed top ) hoisted and fixed in position complete all as specified and as directed 51 s&f in position rotational moulded polyethylene water storage tanks 5000 lts capacity ( cylinderical verticalwith closed top ) hoisted and fixed in position complete all as specified and as directed 52 s&f float ball valve 40 mm bore high presure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and as directed. 53 s&f float ball valve 20 mm bore high presure of ptmt with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe ( minimum weight not less than 210 grams ) complete all as specified and as directed. 54 supply & fixing gun metal gate valve screwed both ends to 20mm bore pipe complete all as specified and as directed 55 supply & fixing gun metal gate valve screwed both ends to 25mm bore pipe complete all as specified and as directed 56 supply & fixing gun metal gate valve screwed both ends to 40mm bore pipe complete all as specified and as directed 57 supply and fixing pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered hot or cold with long screwed shanks and fly nuts, screwed for iron pipe and fixed complete all as specified and as directed 58 s&f vitreous china urinal, half stall type, white including flush pipe and waste pipe complete all as specified and as directed. 59 s & f 10 ltrs capacitypvc valveless syphonic action type flushing cistern, low level white with inlet ball valve, float and handle including brackets and flushing pipe 32 mm di for low level flushing cistern complete all as specified and as directed. 60 s & f 15mm bore pvc connection 450mm long with ptmt nuts and washer complete all as specified and as directed 61 s & ffor cp bib taps 15mm fancy type chromium plated cast copper alloy with crutch or butterfly handle complete all as specified and as directed 62 s&fangle valve 15mm bore, fancy type, cast copper alloy, chromium plated with long shank and cup screwed down, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. 63 s & finr 75 mm dia pvcnahani trap with grating including jointing to waste pipe fixed in cement concretecomplete all as specified and as directed. 64 s&f powder coating anodized aluminium frame for doors, windows, ventilators with one or more rebates using 1.50mm thick aluminium section including joining cleat for fixingglass / wire mesh etc. complete all as specified and as directed. 65 s&f 150mm size extruded aluminum alloy handles, fabricated type, anodised complete all as specified and as directed. 66 s & f stainless steel butt hingessteel 100mm size complete all as specified and as directed 67 s & f pvc swr pipes 110 mm bore single socketed in any lengthin trenches or in floorscomplete all as specified and as directed 68 s & f pvc pipes 75 mm bore single socketed in any lengthin trenches or in floorscomplete all as specified and as directed. 69 m & l for pcc 1 : 4 : 8 type d2 concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; internal dia of pipe100mmcomplete all as specified and as directed. 70 s & f 150mm long alumunium anodised barrel tower bolts of extruded section complete all as specified and as directed 71 s & f vitreous china squatting pan orissa pattern long pan size 580x440mm white with p or s trap, front or back inlet with murga band andany pattern excluding flushing cistern and flush pipeincluding provision of lime concrete bedding complete all as specified and as directed. 72 m & l for preparation of new surfaces of wall and applying three coat of white wash on wall complete all as specified and as directed. 73 m & l for broken glass coping on top of walls in cement mortar 1:3 complete all as specified and as directed. 74 m & l for preparation of new surfaces of wall and applying two coat of cement base paint over a coat of primer complete all as specified and as directed. 75 m&l mild steel framed work such as grills, gratings etc. with ends of bars shouldered and / or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to fe 290 gde e 165 complete all as specified and as directed. 76 s & f of welded steel wire fabric supplied and fixed complete to wood or steel membersexc 4 kg per sqm any size and shape complete all as specified and as directed 77 m&l preparation of new steel surface of any description exceeding 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. 78 s & f in 450 mm dia reinforced concrete pipes, class np3, laid and jointed complete with collars with concrete bed to drain pipes including cement concrete ( 1:3:6 type c 2 ) packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. 79 m&l, point wiring using approved colour coding as per is ( red, black and green for single phase circuits ) , with multi stranded copper conductor1.5 sq. mm nominal cross sectional area, single core, pvc insulated and unsheathed frls cable 1100 volts grade, isi 694 marked with valid cml no.in and including medium grade pvc concealed conduit and conduit accessories concealed in wall / roof / floor etc, isi marked with valid cml no. ( is 9537 1983 for conduits and is:3419:1976 for conduit accessories ) , with mild steel / pressed steel sunken boxes ( with earth dolly ) duly painted with two coats of anti corrosive paint / aluminium paint over a coat of red oxide primer internally, and two coats of black bituminous paint over a coat of red oxide primer externally, covered with 3 mm thick plastic laminated sheet cover for fixing of switches, sockets and fan regulators etc, including pvc insulated multi stranded copper conductor 1.5 sqmm nominal cross sectional area single core f.r.l.s. cable as earth continuity conductor to common earth and connecting to earth dollycomplete all as specified and directed at site for the following: ( note:switch and socket to be measured and paid for separately ) : ( a ) one light / fan point controlled by one switch 80 s & f switch piano flush button single pole one way 5 amp 240 volt complete all as specified and as directed. 81 s & f ceiling rose surface bakelight two to three terminal complete all as specified and as directed. 82 s&f angle type holder insulated body with back plate suitable for batten fittings complete all as specified and as directed. 83 supply and fixingin repairs led lamp 7 / 9 watt, complete all as specified and as directed. 84 supply and fixing wall / surface mountingluminaires integrated led batten 20 w, 6000 k, 100 lumens / watt , 230v with extruded aluminium housing4 feet long with frosted pmma / pc diffuser & integrated electronic driver complete including electrical connection with pvc three core copper flexible wire & all necessary fixing arrangementscomplete all as specified and as directed. 85 s&f in repair led building security light 24 / 25 watt with high power led source ( >110lumen / watt ) pdc housing, ip65 and ik 07with 4 kv inbuilt surge protection potted driver including electrical connection with pvc three core copper flexible wire & all necessary fixing accessories such as bracket of gi pipe light grade 40 mm dia 0.60 mtr long bend to shape as per suitable size along with all accessories, fixed on wall including bolts & nuts complete all as specified and as directed. 86 s&f in replacement sheet metal enclosure for db’s when mcb, to be used, spn, 4 ways 240 volt with 200 amps rated bus bar made out 1.2mm thickdouble door complete all as specified and as directed. ( mcb required to be fixed shall be paid for separately under respective items ofthis schedule ‘a’ ) 87 s&f mcb spn 32 to 63 amp 240 volts 10 ka breaking capacity complete all as specified and as directed. 88 s&f mcb sp 10 to 32 amp 240 volts 10 ka breaking capacity complete all as specified and as directed. 89 supply and fixing of heavy duty metal body exhaust fan single phase 230 / 240 volt of size 300 mm sweep including holes of suitable size grouting of nuts and bolt etc and making good to match the existing surface including louvers and making connetion with twisted copper flexible wire 23 / 0.076mm, including disconnecting and taking down old unserviceable exhaust fan and deposited in age e / m ( w ) store yard for ber action complete all as specified and directed. 90 s&f of cable1100v grade heavy duty cable pvc insulated aluminium conductor served with inner sheathing of pvc tape and overall pvcsheathed in service connection , one twin corecable flat or circular stranded 10 x 2.0 sqmm aluminiuam conductor complete with pvc pipe and gi baracketcomplete all as specified and as directed. makes shall be provided group a cat as per latest approved make given by hq cecc 91 m & l for earthing complete with glavanised steel earth plate elactrode 600x600x6 mm thick buried directly in ground with top edge of the plate not less 1.5 mtr deep below with top edge of the plate not less 1.5 mtr deep below normal ground level connected to galvanised earth lead wire 4.0 mm dia by means of nut , bolt, check nut and washer of galvanised iron or of steel, earth lead protected by 15 mm dia gi pipe light grade watering pipe 20 mm dia gi light grade gi wire meshed funnel alternate layer of charcoal and salt pcc chamber , reassed for and including rcc cover including all necessary excavation and earth work, earth wire connected to main switch board, testing the earthing after completion all as specified and shown in electric plate no 5 of mes ssr pt i 2009 print complete all as specified and as directed....
40851007 bids are invited for supply and fixing of cantilever sign board (q3) total quantity : 1...
40813709 supply of hydraulic manual scissor lift table platform.hydraulic manual scissor lift table platform.,hydraulic manual scissor lift table platform, size 1800 mm x 1200 mm, closed height : 350 mm + 600 mm lifting height, load capacity 1000 kg, ball deck : 30 mm steel ball with washer and proper fitting. cantilever 450 mm + 200 mm lip, wheel swivel with brake and fixed wheel handle t type detachable hyd pump type with handle. note: comprehensive warranty of all parts of hydraulic manual scissor lift is 03 years. material delivery at parcel office kanpur central railway station and as desired by the consignee. [ warranty period: 30 months after the date of delivery ] => limited...
40783940 supply of spares for awrs line otps, obra , 11 kv pin insulator, creeping distance 255 275mm, cantilever falling load 10.7 km, power frequency wet withstand voltage 45kv, lighting impuls withstand voltage 95kv, power frequency puncher voltage 135kv, net weight 1.8 2.0 kg , v type cross arm m. s. angle 65x65x6 mm total length shall be 2115 mm ( end to end ) as per is, weigh of angle 6.5 kg / meter, clamp size will be as pp & clamp for desired size of pole , electric pole 11 meter, steel tubler pole , swaged type, effective length of each section top 2.7 meter, middle 2.7 meter bottom 5.6 meter, outside diameter top 114.3 mm, middle 139.7mm, bottom 165.1 mm, thickness top 3.65mm middle 4.50 mm bottom 5.40mm, tensile strength 42 g / mm2 , number plate on alluminum sheet ( 80 x 80 mm ) , back fill compound 30kg cack fill compound countain mixture of sulphate, silika, alumina, iron oxide, byntonyte & graphite etc. fill coumpound is rosh & thermal stability tested , ms channel 75x40 mm, 6mm thickness , acsr weasel conductor 30mm2...
40557976 supply and fixing of cantilever board , road direction board and layout map retro reflective type signage under atal mission at i.a. panki site i in distt. kanpur nagar....
40556636 supply and fixing of cantilever board, road direction board, informatory board and layout map retro reflective type signage at industrial area khimsepur farrukhabad...
40554995 supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under attal mission at industrual area panki site v in distt kanpur nagar....
40554964 tender for supply and fixing of cantilever board , road direction board and layout map retro reflective type signage under atal mission at i.a. panki site iii in distt. kanpur nagar....
40532775 supply of spares for awrs line otps, obra , 11 kv pin insulator, creeping distance 255 275mm, cantilever falling load 10.7 km, power frequency wet withstand voltage 45kv, lighting impuls withstand voltage 95kv, power frequency puncher voltage 135kv, net weight 1.8 2.0 kg , v type cross arm m. s. angle 65x65x6 mm length of channel 2115, weigh of channel 6.5 kg / meter, clamp size will be as pp & clamp for desired size of pole , electric pole 11 meter, steel tubler pole , swaged type, effective length of each section top 2.7 meter, middle 2.7 meter bottom 5.6 meter, outside diameter top 114.3 mm, middle 139.7mm, bottom 165.1 mm, thickness top 3.65mm middle 4.50 mm bottom 5.40mm, tensile strength 42 g / mm2 , number plate on alluminum sheet ( 80 x 80 mm ) , back fill compound 30kg cack fill compound countain mixture of sulphate, silika, alumina, iron oxide, byntonyte & graphite etc. fill coumpound is rosh & thermal stability tested , ms channel 75x40 mm, 6mm thickness , acsr weasel conductor 30mm2...
40488709 tender for supply and fixing of cantilever board, road direction board, informatory board and layout map retro reflective type signage at industrial area khimsepur farrukhabad....
40488701 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under attal mission at industrial area panki site v in distt kanpur nagar....
40488694 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under attal mission at industrial area panki site iii in distt kanpur nagar....
40488686 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under attal mission at industrial area panki site l in distt kanpur nagar....
40428812 supply of (a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.)(a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.),(a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.) [ warranty period: 30 months after the date of delivery ]...
40409308 bids are invited for supply and installation of cantilever sign board (q3) total quantity : 10...
40348168 bids are invited for supply and installation of cantilever sign board (q3) total quantity : 10...
40155131 tender for work of installing cantilever type limit start / end limit indicator boards on various routes of the city....
40078609 tender for advertising by installing cantilever size 12x24 at 26 places under the borders of municipal corporation mathura vrindavan....
40003078 supply of (a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.)(a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.),(a) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti/0009/69 sh.2 mod c, sh 1 mod b (weight 784.876 kgs) (b) ttb two track cantilever boom 8 mtr. dr. no. et/c/0009/69 sh.5 mod c (weight 382.576 kgs) (c) ttk track cantilever plates (1 set) dr,eti/c/0011/69 sh. 3 1 set weight 94,760kgs. (1 set weight 1262.20x 10 sets =12.622mt.)...
39940582 tender for development of green belt ( p / f ms grill for safety of green belt in sector 25 ) noida. ; 1 earth work in excavation by mechanical means ( hydraulic excavater ) / 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.the contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge. all kinds of soil. ( dsr code no. 2.8.1 ) aor 2 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 ) ( dsr codeno. 4.1.8 ) aor 3 brick work with common burnt clay f.p.s. ( non modular ) bricks of class designation 100 in foundation and plinth in : cement mortar 1:4 ( 1 cement : 4 coarse sand ) ( dsr code no. 6.1.1 ) aor 4 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded stone aggregate 20 mm nominal size ) . ( dsr code no. 5.3 ) aor 5 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers ( dsr code no. 5.9.5 ) aor 6 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. cold twisted bars ( dsr code no. 5.22.3 ) aor 7 filling available excavated earth ( excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. ( dsr code.no 2.25 ) aor 8 steel work welded in built up sections / framed work i / c 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 ( dsr code no. 10.25.2 ) aor 9 12 mm cement plaster of mix 1:4 ( 1 cement : 4 c. sand ) . ( dsr code.no 13.4.1 ) aor 10 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work ( dsr code.no 13.61.1 ) aor...
39805292 supply of ( a ) ttc mast of ttu two track cantilever up right 10.135mtr.dr. no.eti / 0009 / 69 sh.2 mod c, sh 1 mod b ( weight 784.876 kgs ) ( b ) ttb two track cantilever boom 8 mtr. dr. no. et / c / 0009 / 69 sh.5 mod c ( weight 382.576 kgs ) ( c ) ttk track cantilever plates ( 1 set ) dr, eti / c / 0011 / 69 sh. 3 1 set weight 94, 760kgs. ( 1 set weight 1262.20x 10 sets =12.622mt. ) ...
39616560 tender for work of installing cantilever type limit start / end limit indicator boards on various routes of the city....
39559566 bids are invited for 1 illustrated safety and traffic safety board cantilever 2 chevron sign as per irc 67 3 hazard marker signs as per irc 67 4 safety sign with retro reflective post 5 place identification way finding informatory total quantity : 250...
39350719 tender for special rep to certain building at756 su at af station gorakhpur. ; 1 dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing ) , removing serviceable tiles to store and rubbish off the premises.complete all as specified and directed at site. 2 m&l for vitrifiedcoloured ceramic tiles ( dark shade ) 10 mm thick ( square / rectangular ) area of each tiles n exc 0.36 sqm , in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the colour of the tiles over 15 mm thick screed bed in cm 1:6 complete all as specified and as directed. 3 ditto as above but in skirting / dado etcover 10 mm thick cement plaster 1:4, complete all as specified and directed at site. 4 m&l for non skid ceramic coloured tiles 7 to 8 mm thick ( square / rectangular ) area of each tiles exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the colour of the tilesover 15 mm thick screed bed in cm 1:6 complete all as specified and as directed. 5 m&l for glazed ceramic tiles in vertical surface 300x450mm x 7mmset and jointed in neat cement slurry and pointed in white or coloured cement to match with the colour of the tiles over 10 mm thick rendering in cm 1:4complete all as specified and as directed. 6 m & l forchequered cement concretetile 30cmx30cmx25mm thick set and jointed in neat cement slurry and pointed with greay cemtn and pigment to match the colour of tileover 20 mm thick screed bed in cm1:6, complete all as specified and directed at site. 7 m & l for prepolishedkota stoneof 20 25 mm thick in floor over 20 mm thick screed bed incm1:4laid in jointedwith grey cement slury mixed with pigment to match the sahde of the slab. complete all as specified and directed at site. 8 m & l for prepolished kota stone of 20 25 mm thick insteps skirting, dado and pillar etc over 15 mm thick cement mortor 1:4 complete all as specified and directed at site. 9 taking downchowkats but with shutters ( without taking off shutters from frames ) n.exc 1.5 sqm each. complete all as specified and directed at site. 10 taking downchowkats but with shutters ( without taking off shutters from frames ) n.exc 1.5 sqm each, complete all as specified and directed at site. 11 m & l powder coated anodised aluminium ( sliding / hanging type ) windows / ventilator with three track bottom track size 92 x 29.5 x 2mm thick, side & top track frame size92 x 29.5 x 2mm thickand shutter aluminium anodised 39 x 20 x 2 mm thick incl necessary aluminium fittings likejointing cleats, glazing cleats, rubber packing, anodised aluminium snap beading, screws etc with 5mm thick tinted / plain glass inpanels incl all fittings & fixture complete all as specified and directed. 12 m & lpowder coated anodised aluminium doors ( sliding / hanging type ) with frame size 101.6 x 44.75 x 2.4mm thick and shutter aluminium anodised and lock rail 44.45x 47.62 x 2.02mm, style 44.45x 47.62 x 1.95 mm, top rail 101.60x 44.45 x 1.93mm, and bottom rail 101.60x 44.50 x 2.5 mm incl necessary aluminium fittings like aluminium butt hinges 04 nos, aluminum handles 150 mm 02 nos, aluminium tower bolts 200mm 01 nos, mortice lock 4 lever ms, , jointing cleats, glazing cleats, rubber packing, anodised aluminium snap beading, screws etc with panelling in two parts with 12 mm thick prelaminated particle board in lower panel and 5mm thick tinted glass in upper panels incl all fittings & fixture complete all as specified and directed. 13 m & l powder coated anodised aluminium grill wt n exc 5.60 kg per sqm with all fittings & fixture complete all as specified & directed. 14 door closer aluminium die cast hydraulically regulated, designation no. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed , complete all as specified and directed at site. 15 m & l 150mm floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, complete all as specified and directed at site. 16 m&l for solid pvc door frame of size 50mm x 47mm made out of 5mm single side prelam pvc sheet used instead of plain colour pvc sheet & edges will be painted to match with prelam sheet ® reinforced with m.s. square tube, supplying & fixing in opening as per specification & drawing, complete all as specified and directed at site. 17 m&l for factory made solid panel pvc door shutter 30 mm thick ( style ) consisting of frame made out of m.s. tubes for top & bottom rails. m.s. frame shall be covered with heat moulded plain colour pvc ‘c’ channel having a pvc prelame sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour pvc sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail;panelling of plain colour pvc pre lamsheet to be fitted in the m.s. frame welded / sealed to the stiles & rails with suitable pvc sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing, complete all as specified and directed at site. 18 m&l for second class hard wood glazed and skeleton shutter 35mm thick, factory made, open rebated and prepared to receive glass / gauge etc, withoutsash bars, mitred and rebated, with edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass / gauge etc, sizes of stiles, rails etc as specified in section 8, clause 8.24 ( a ) of ssr part i ( 2009 ) 19 s & f pressed steel frames of sixe 125 x 60 mm for doors with one or more rebates inlcluding necessary fixinglugs, hinges, lock strike plate, etc, complete as specified. 20 s & f 30 mm thick flush shutter, solid core construction, block board core andplywood face panels, commercial type on both sides, complete all as specified and directed at site. 21 s&fixing 75mm long butt hings medium weightcold rolled mild steel and fixed, complete all as specified and directed at site. 22 s&f 125 mm long aluminum anodized barrel tower bolt of exturded section complete all as specified and directed at site. 23 s&f 125mm long aluminum handles cast type anodized fixed complete all as specified and directed at site.complete all as specified and directed at site. 24 s&f 150 mm long aluminiunm sliding door bolt with hasp and staplebolttype anf fixing clips of sheet cast or extruded section fixing bolts and sliding bolts of extruded section complete all as specified and directed at site. 25 s&f 250 mm long aluminiunm sliding door bolt with hasp and staplebolttype anf fixing clips of sheet cast or extruded section fixing bolts and sliding bolts of extruded section complete all as specified and directed at site. 26 s&f in repairs vitreous china whb, white, flat back, of size 550 x 400 mm including brackets, waste coupling 32mm, and waste pipe, 32mm complete all as specified and directed. 27 s&f in repair ewc. wash down water closet pan white excl. flushing cistern & flush pipe incl. plastic water closet seat cover closed pattern with flat bottom and cover and hinging device as per manufacturer instruction incl. connection to trap drain pipe or outgoing pipes and to flushing pipe anti syphonage pipe etc.complete all as specified and directed at site. 28 s&f in repairs plastic water closet seat cover, black / white, closed pattern with flat bottom, and cover and mild steel chromoium plated or aluminised hinging devices.complete all as specified and directed at site. 29 s&f in repair pvc flushing cistern low level white, 10 ltr capacity.complete all as specified and directed at site. 30 s&f in repairthree layer rotational moulded polyethlene water storage tanks ( cylindrical vertical with closed top ) hoisted and fixed in position all as specified in ssr part i 1000 ltrs capacity incl 20 mmball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed.complete all as specified and directed at site. 31 s & f in repair 5.5 mm thick looking mirror size 600 x 450 mm ( selected quality ) mounted on 6 mm thick pvc sheetand aluminum frame all around including fixed with necessary fixing arrangements, complete all as specified and directed.complete all as specified and directed at site. 32 s&f in repair pvc toilet cup board cabinet, with shutters having mirror on shutter of size 47cm x 35cm x 15cmmake prayag / shakti or equivalent complete all as specified and directed at site. 33 s&f in repairangle cock, long shank fancy type c.p. cast copper alloy screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for unions and fixed 15mm bore complete all as specified and directed at site. 34 s&f in repairsbottle trapsof ptmt having minimum water seal of 25mm , 32 mm , complete all as specified and directed at site. 35 s & f in repairbib tap fancy type chromium plated with lonk shank with flange screwed for iron pipe 15mm bore, complete all as specified and directed. 36 s&f in repair pvc connections 15 mm size with ptmt nuts of length 450mm long, complete all as specified and directed at site. 37 s&f in repair vitreous china ware wash hand basin 550mmx 400 mm size, white, flat back or angle including removing the existing one complete and re fixing with new bracketand making good all connections. make cera / hindware / parreware or equivalent, complete all as specified and directed at site. 38 s & f in repairs health faucet with 1 meter long easy flex tube in chrome finish and wall hook with nrv ( back flow preventer ) complete all as specified and directed at site. ( jaquar cat part no ald chr 579 ) 39 s&fin repairs pvc ( swr ) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed at site. 40 s&f pvc ( swr ) bends, 110 mm, complete all as specified and directed at site. 41 s&f pvc ( swr ) junction single, ( single tee ) equal or unequal 110mm bore all as specified and directed. 42 s&f pvc sloted vent cowl, 110 mm all as specified and directed. 43 s & f in repair for shop dish, make jaquar cat part no can 1131n, complete all as specified and directed at site. 44 s&f in repair toilet paper holder mscp complete all as spd. ( make jaquare ) cat no akb 35751 or equivalent, complete all as specified and directed at site. 45 s & f in repairfor towel rail 600mm long make jaquar cat part acn 1111sm, complete all as specified and directed at site. 46 s&f in repair sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed. 47 s&f stainless steel grating doom 100 mm dia, complete all as specified and directed. 48 taking up or down 15mm dia gi steeltubingincludingconnections complete all as directed. 49 taking up or down 20 mm dia gi steeltubingincludingconnections complete all as directed. 50 s&f gi tubes, ‘mediumgrade’, galvanised, concealed with all fitting 15mm including cutting of stone , concrete block or slabwalls and making good. 51 s&f gi tubes, ‘mediumgrade’, galvanised, concealed with all fitting 20mm including cutting of stone , concrete block or slabwalls and making good, complete all as specified and directed at site. 52 s & f in repairs cast iron floor trap of 100 mm bore with grating incl jointing to waster pipe fixed incement concretetype b1 ( 1:2:4 ) , complete all as specified and directed at site. 53 taking down cement plaster on brick or stone walls, etc including raking out joints, hacking for key scrubbing down with water etc, complete all as specified and directed at site. 54 m&l for 15mm thick rendering in cm 1:4on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement . wpc @ 2% by weight to be mixed, complete all as specified and directed at site. 55 m&l for 10mm thick rendering in cm 1:6on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed at site. 56 m&l for two coats of exterior emulsion weather coat in camouflage pattern over a coat of primer on newly plastered surfaces of external wall including preparation, complete all as specified and directed at site. 57 m & l for preparation of new plastered surfaces and applying two coat of oil bond distemper over a coat of primerand 2 mm thick wall care putty, complete all as specified and directed at site. 58 m & l preparation of oldplastered surfaces of ceiling and applying two coat of white wash complete all as specifie and directed. 59 m & l preparing old decorated plastered or unplastered surfaces of wall, pillasters, cornices etc by complete removal of existing treatment by scrapping, washing, rubbing down & stopping etc and applying two one coats of exterior emulsion paint in camouflage pattern over one one coat of alkali resistant primer complete complete all as specified and as directed. 60 m & l complete removal of old treatment and preparation of surfaces and applying two coat of of oild bond distemper over acaot of primer and 2mm thick wall care putty, complete all as specified and directed at site. 61 m&l for preparation of old steel surfaces exc 10cm width or girth and applying one coat of aluminiuml paint over one coat ofaluminium red oxide primer complete all as specified. 62 m&l for preparation of new steel surfaces exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed at site. 63 m&l brickwork with subclass ‘b’ bricks, straight or curved on plan to any radius inhalf brick thick walls built in cm 1:4, complete all as specified and directed at site. 64 demolition of concerete in ground floor and paving n.exc 15 cm thickness ( below or above ground level ) , complete all as specified and directed at site. 65 m & l for 75mm thick pcc 1:3:6 type c 2 ( 40mm graded stone agg ) as in plinth protection, complete all as specified and directed at site. 66 supply & fix in repairs200mm long stainless ( grade s 304 ) handle fancy type polished bright chrome finish, complete all as specified and directed. 67 s&f 2nd class hard wood ( sal ) plain, solid, straight chowkhats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue, pinned at joints, complete all as specified and directed at site. 68 dismantling of brick tiles any thickness laid, bedded and pointed in any mortar from roof ( ist floor ) ( cost of necessary scafolding and removal of the material obtained from site to outside the premises deemed to be included in the rate ) , complete all as specified and directed at site. 69 dismantling / demolition and removal of mud in roofs, any thickness, including old tarfelt, plastering / pcc and leeping of any thickness as reqd at site, complete all as specified and directed at site. 70 roughening surfaces of old concrete roof by picking, sweeping clean and washing down with water to remove dust, etc and brushing neat cement slurry with 3.0 kg of cement per sqm, complete all as specified and directed at site. 71 m&l for 15mm thick screed bed or bedding layer of mortar in cm 1:4, using liquid water proofing compound as per manufacturers instruction, laid in roof finisshed even and smoooth without using extra cement ( wpc shall be paid separately ) , complete all as specified and directed at site. 72 supply only pidi proof 101 lw ( + ) complete all as specified and directed at site. 73 m&l for priming roof surfaces and applying a tack coat ofindustrial bitumen85 / 25 at the rate of 1.2 kg / sqm andlayingapp based polymeric membrane minimum weighing 3 kg / sqm and minimum 3mm thick reinforced with polyster non wove fabric ( wt not less than 150gms / sqm ) over roof surfacesby force application, complete all as specified and directed at site. 74 m&l for 25mm thick pcc 1:2:4 type b0 using 12.5mm graded stone aggregate finished even and fair without using extra cement as in roof, complete all as specified and directed at site. 75 m&l cement concrete tiles 25cm x 25cm x 20mm thick pointedwith grey cement and no pigment, complete all as specified and directed at site. 76 demlition of cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed at site. 77 m&l for providing pcc 1:2:4 type b0 using 12.5mm graded stone aggregate finished even and smooth without using extra cement as in roof kerb, coping including mixing of integral liquid water proofing compound dr. fixit pidiproof lw + as per manufacturer instructions, complete all as specified and directed at site. ( wpc shall be measured and paid for separately ) . 78 m & l for 4 mm thick linoleum plain coloured sheet and sealed down with approved adhesive, complete all as specified and directed at site. 79 s & f plates ( plain / chequered ) channels, square cut to l notched etc complete all as specified and directed at site. 80 dismantling of plain or corrugated steel / fibre sheeting, any gauge, thickness, including nainital or similar pattern roof coverings, complete all as specified and directed at site. 81 m&l pre painted galvalume aluminum zinc coating gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 mpa as in roof covering / cladding to wall, fixed with self tapping screws, complete all as specified and directed at site. 82 m&l framed work such as grills, gratings, etc.. with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to fe.290.gde e 165, complete all as specified and directed at site. 83 s&f steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, complete all as specified and directed at site. 84 m&l stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, complete all as specified and directed at site. 85 cutting openings, through brick walls for door, window and other openings or enlarging existing openings. converting window into door openings, etc. or cutting out defective brick work for under pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard core, etc.. to store and rubbish not exc. 50m, complete all as specified and directed at site. 86 m&l forming jambs, etc. to openings ( to foregoing item ) , including cutting, toothing and properly bonding into old work, also facing, jointing and pointing to match existing work, complete all as specified and directed at site. 87 m & l for sheet glass4.0 mm thick orginary quality and glazing with oil putty in sqareexc 0.5 sqm in each pane, complete all as specified and directed at site. 88 s & f in repair 4 mm thick sheet glass ordinary quality and galzing with oil putty in squaren exc 0.50 sqm in each pane, complete all as specified and directed at site. 89 hacking outof old broken galss from metal frame including punching or drilling out of glazing, complete all as specified and directed at site. 90 s&f in repairssinks with drainage board made of stainless steel lmm thick kitchen or laboratorywith plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm, complete all as specified and directed at site. 91 m&l granite ( of any type ) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing , complete all as specified and directed at site. 92 m&l for mild steel tmtbars 6 mm to 8 mmdia r, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not lessthan 0.9mm dia or securing with clips, complete all as specified and directed at site. 93 m&l for rcc1:2:4 type b0 using 12.5mm graded stone aggregate as in chajja, fins, fascia and similar suspended work inbuildingupto 7 m height incl uding use and waste of necessary formwork and scaffolding required, complete all as specified and directed at site. 94 m&l for providing pre cast rcc lintel , shelves etctype b 1 , 1:2:4 using 20 mm graded stone aggregate and set in cement mortar in 1:4for door and window opening including use and waste of form work, complete all as specified and directed at site. 95 m&l for providing pcc 1:2:4 type b1 using 20 mm graded stone aggregate as in hold fast filling in chowkhat etc, complete all as specified and directed at site. 96 m&l cuttingholes in brickl wall of exc half brick but not exc one brick in cement mortor for inserting holdfasts and making good dismantled portion in cemnt mortor 1:3 as required, complete all as specified and directed at site. 97 taking down copper / aluminium point wiring ( light, fan, socket or power ) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc.removing materials to store for keeping in safe custody or for taking credit ( credit for above items should be made as per conditions separately ) and making good disturbed surfaces of walls, floors, etc., complete all as specified and directed at site. 98 material and labourfor point wiring with two single core 1.5 sqmm cable ( nominal area ) stranded copper conductor, pvc insulated unsheathed cable, 1100 v grade in and including concealed pvc conduit of size not less than 20mm dia with sunken type pressed steel terninal box 1.6 mm thick of suitable size, duly painted with one coat of red oxide primer andtwo coats of black bituminous paint for mounting fittings / junction boxes and wiring to be terminated in pressed steel sunken boxes including all accessories and using single core 1.5 sqmm ( nominal area ) stranded copper conductor, pvc insulated unsheathed cable as in earth wire ( green colour ) connected to common earth dolly complete all as specified and directed for following : ( a ) one light point controlled by one switch, complete all as specified and directed at site. 99 ( b ) one fan / exhaust fanpoint controlled by one switch and one regulator, complete all as specified and directed at site. 100 ( c ) one 3 pin switch socket outlet point 5 amps on independentboard with other switch, complete all as specified and directed at site. 101 all as per item above here in before but with copper conductor cable for one 3 pin socket outlet, 15 amp independent, with cable 2.5 sqmm size, complete all as specified and directed at site. 102 m&l switch piano flushtype single pole, one way 5 amps 230 volts ac circuit , complete all as specified and directed at site. 103 m&l for socket outlet 5 amps, 5 pin flush type multipurpose, 230 volts ac circuit complete all as specified and directed by engr in charge. 104 m&l for socket outlet 2 in 1, 3 pin 5 & 15 amps, 230 volts ac circuit, complete all as specified and directed at site. 105 m&l switch piano flush type single pole, one way 15 amps 230 volts ac circuit complete all as specified & directed. 106 supply and fix in repairs single pole and neutral sheet metal enclosure with a two pin and earth plug and socket ( metal clad ) 20 amps complete with one single pole mcb 20 amps capacity including taking down old one, complete all as specified and directed at site. 107 s & fixceiling rose surface backlite 65x50mm 3 terminals, complete all as specified and directed at site. 108 s&f recess mounting led luminaire of size 2x2white 34 watt, 230 voltsfor ceiling with driver connector block etc complete with all accessories prewired and including connecting up with twin core twisted flexible copper conductor of suitable size complete all as specified and directed. make: havells cat part no. plutoneo2x2plr34w led840sor equivalent in bajaj / cg. 109 taking down old and u / s light fittings conventional type from wall surface / ceilling or any position and making good the disturbed surfaces all as specified and directed. 110 supply and fixing led lights fitting 1x 18 w, 220v, ac decorative box type with driver, holder including led tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and directed at site. 111 taking downand refixing carefully serviceable db any type / size disconnecting and making good disturbed surfaces, complete all as specified and directed at site. 112 s&f factory made epoxy powder coated distribution board double doortp& n 4 ways ( vtpn mcb db ) with metal door ( ip 43 protection ) fabricated from minimum 1.6mm thick crca sheet and fixed flush to wall and suitable for universal mounting and including 200 amps copper bus bar, neutral bar, standard din rail, earth bar and cable ties for cable management, top and bottom removable gland plates with knock outs complete all as specified and directed. 113 s&f factory made epoxy powder coated distribution board spn 8 ways double door with acrylic top cover ( ip 43 protection ) fabricated from minimum 1.6mm thick crca sheet and fixed flush to wall and suitable for universal mounting and including 200 amps copper bus bar, neutral bar, standard din rail, earth bar and cable ties for cable management, top and bottom removable gland plates all as specified & directed. 114 s&f in repairs mccb, 4 pole, 100 amps, 16 ka current rating with adjustable thermal and magnetic setting conforming to iec 609472 & is 139473 to be fixed in distribution board complete all as specified and directed. 115 taking down and refixing carefully serviceable mcb sp / spn / isolator of any rating / size, complete all as specified and directed at site. 116 supply and fixing mcb single pole 240 volt c curve 10 ka 5 to 32 amps capacity all as specified and directed incl taking down old one, complete all as specified and directed at site. 117 supply and fixing mcb single pole & neutral 240 volt c curve 10 ka 40amps complete all as specified and directed . 118 taking down old and u / s sub main wiring of 2 / 3 runs of any sizes from any position including, making good disturbed surface of wall ceiling etc all as directed. 119 m&l for concealed sub main wiring using two single core pvc insulated, unseathed stranded copper conductor cable of size 6.0 sqmm of voltage rarting upto and including 1100 volts drawn in and including pvc concealed conduit of dia not less than 25mm with all fittings and accessories, along with one run of pvc ( green colour ) insulated, unsheathed, stranded copper conductor of size 6.0 sqmm ( green colour ) as earth continuity conductor all as specified and directed. ( note : two runs of single core pvc cable with one run of earth conductor and conduit shall be measured as one unit ) . 120 m&l for concealed sub main wiring using two single core pvc insulated, unseathed stranded copper conductor cable of size 4.0 sqmm of voltage rarting upto and including 1100 volts drawn in and including pvc concealed conduit of dia not less than 25mm with all fittings and accessories, along with one run of pvc ( green colour ) insulated, unsheathed, stranded copper conductor of size 4.0 sqmm ( green colour ) as earth continuity conductor all as specified and directed. ( note : two runs of single core pvc cable with one run of earth conductor and conduit shall be measured as one unit ) .note for item no . 21 &22 two runs of copper conducterand one runs of earth copper conductershall be measured as one length, complete all as specified and directed at site. 121 taking down onlyair circulator fan / exhaust fan / ceilling fan any type and sizecomplete with louvers shutters , properly at directed location and handover to age ( e / m ) store, complete all as specified and directed at site. 122 supply and fixing air circulationfan 5 star rated , 450mm sweep , 230 volts, 50 hz ac, complete with blades, with and connecting up including three core pvc insulated multi stranded copper conductor cable of size 2.5 sqmm wire which shall be passed through pvc flexible conduit, from ceiling rose / connentor to fan of length not less than 1.0 meter complete all as specified and directed.make havells equivalent make : usha / bajaj / havells. 123 supply and fixing in repairsceiling fan complete with blades , down rods , electronic regulator and accessoreis , 230 volts, 1200 mm sweep. min air delivery 210 cfm with service value 6.00 bee . five star rated with brushless 5 star rated , 1200mm sweep , 230 volts, 50 hz ac, complete with blades, with anti suicide down rod, setof canopyand connecting up including three core pvc insulated multi stranded copper conductodirect current motor ( bldc ) complete all as specified and directed ( old retrieved fan shall be deposited in mes store .make usha / bajaj / havells. 124 s&f in replacement u / s and broken exhaust fan ( air freshener ) single phase 230 / 240 volt ac 250mm sweep with louvers, plastic body, with twisted copper flexible wire 23 / 0.0076mm including taking down old fan and deposited in mes store complete all as specified and directed.make: havells / bajaj / cg. 125 s&fin replacement u / s and broken exhaust fan ( air freshener ) single phase 230 / 240 volt ac 300mm sweep with louvers, plastic bodywith twisted copper flexible wire 23 / 0.0076mm including taking down old fan and deposited in mes store complete all as specified and directed.make: havells / bajaj / cg. 126 s&fin replacment u / s and broken exhaust fan single phase 230 / 240 volt ac 450mm sweep, with painted louvers, metal body, with twisted copper flexible wire 23 / 0.0076mm including taking down old fan and deposited in mes store complete all as specified and directed. make: havells / bajaj / cg. 127 supply, laying in repairs and testing cable xlpe insulated , screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables ( heavy duty ) 1100 volts grade with stranded aluminium conductor of size25 sqmm 4 core, complete all as specified and directed at site. 128 supply, laying and testing cable xlpe insulated , screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables ( heavy duty ) 1100 volts grade with stranded aluminium conductor of size16 sqmm 4 core, complete all as specified and directed at site. 129 excavation in trenches not. exc. 1.5m wide and not exc. 1.5 deep and getting out in soft / loose soil complete all as specified and directed. 130 returning, filling in, including spreading, watering and well ramming in layers not exc 25cm in soft / loose soil, complete all as specified and directed at site. 131 removing surplus soil to a distance not exc 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and directed at site. 132 material and labour for sand cushioning for under ground cable with locally available sand for protection of cable including spreading and consolidations, complete all as specified and directed. 133 supply and laying in trenches dry well burnt locally available sub class “b” bricks over sand cushioning for protection of cable complete all as per specified and directed. 134 material & labour for pcc 1:3:6 type c2 using 40mm graded stone aggregate as in foundation, filling and mass concrete of poles / stay assembly / panels etc, complete all as specified and directed at site. 135 material & labour for pcc 1:2:4 type b1 using 20mm graded crushed stone aggregate as in form work / coping of poles, complete all as specified and directed at site. 136 material and labour for 40 mm dia galvanized iron tube light grade for cable protection, supporting to poles, plinth protections, road crossing, trenches, footpath etc, incl taking out old pipe complete all as specified and directed including clamps, nut bolt and washers. 137 s&f in replacement unsv wall mounted fan single phase 230 / 240 volt ac 400mm sweep, with regulator, oscillation type complete fixed properly on wall and connecting / testingas directed. note old unsv fan will be deposited to e / m store yard make: havells / bajaj / cg. 138 m&l earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick, burried directly in to ground ( earth pit ) not less than 2.25 metres deep below gl with top edge of earth plate ot less athn 1.50 m below ground levelsurrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate, connected to gi lead wire of 4 mm dia. ( 7.50 m long ) by means of nuts, bolts and washers, checknuts of giand protected by the gi pipe light grade 15 mm nominal bore ( 7.5 m long ) for earth lead wire and watering pipe light grade of 20 mm nominal bore, 0.63 mm thick g i sheet funnel , wiremesh, earthing test pointetc complete including necessary earth work and excavation in any type of soil , pcc 1:2:4 type b1 earth pit and precast rcc cover 65 mm thick duly reinforced with 6 mm dia. ms round bars @ 100mm c / c both ways, with 10mm dia ms round bar as in lifting handles, excavation, earth work including laying the gi pipe concealed in floor / wall all as describedin electric plate of si part i completeall as specified and directed and testing on completion. note : ifthe desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department, complete all as specified and directed at site....
39340323 cantilever fixing etc eork as per nit...
39337208 tender for advertising by setting up cantilever size 12x24 at 26 places...
39242836 tender for supply of materials for residual construction work., interlocking , repairing work , bridge repair work , work of four wall floor tiles etc, drain repair work in various wards , construction work of boundary wall. installation work of overhead population board at various places cantilever, population board installation work at various places earth filling work on various roads silt cleaning work of various drains...
38825327 bids are invited for custom bid for services providing and fixing of simply supported and cantilever gate under tourism development for pawan path yatra varanasi...
38709340 m / o building ( repair of boundry wall washed stone grit plaster in b 1, b 3, b 5, b 9, b 10a, b 12a, b 14, nilgiri i and nilgiri iii in sector 34 ) noida. 1 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2 washed stone grit plaster on exteriorwalls of height upto 10 m. above level in two layers, under layer 12mm cement plaster 1:4 ( 1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg ofcement per square metre, top layer 15mm cement plaster 1:1 / 2:2 ( 1 cement : 1 / 2 coarse sand : 2 stone chipping 10mm nominal size ) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings , complete as per specification and direction of engineer in charge ( payment for providing grooves shall be made separately ) . 3 forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the engineer in charge : 15 mm wide and 15 mm deep groove 4 brick work with f.p.s. bricks of class designation 100in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1:4 ( 1 cement : 4 coarse sand ) walls ( any thickness ) including attached pilasters, buttresses, plinth and string courses etc. 5 centring and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers. 6 providing and laying in position ready mixed m 25 gradeconcrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leadshaving continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of r.m.c. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the 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. 7 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. 8 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. 9 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 10 providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre lenght ( total lenght90 mt. ) having 50 nos rounds per 6 metre lenght upyo 3 m heightv of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t.reinforced barbed wirestud tied with g.i. barbed wire to angle iron all complete as per direction of engineer in charge with reinforced barbed tape ( r.b.t. ) / spring core ( 2.5mm thick ) wire of high tensile strength of 165 kg / sq.mm with tape ( 0.52 mm thick ) and weight 43.478gm / metre ( cost of m.s. angle, c.c. blocks shall be paid separately ) 11 supply ofwheeledexcavator of cum bucket , hire bases chargesincluding fule & llubrcant charges, & driver t& petc as required. 12 supply of tractor with trolly on hire bases chargesincluding fule & llubrcant charges , & driver t& petc as required. 13 suppaly of cooli & beldaras required . 14 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work up to plinth level : 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 15 providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size ) . 16 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer in charge, beyond 50 m initial lead, for all leads including all lifts involved. 17 12 mm cement plaster of mix :1:4 ( 1 cement : 4 coarse sand ) 18 providing and fixing double scaffolding system ( cup lock type ) on the exterior side, upto seven storyheight made with 40mm dia. m.s. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineer in charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding. ( to be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done. ) 19 finishing walls with water proofing cement paint of required shade :new work ( two or more coats applied @ 3.84 kg / 10 sqm ) 20 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 sum on plan ) including dressing of sides and amming 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. all kinds of soil 21 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size ) . 22 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 nominalsize 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 sleev e / tie bars to be paideparately ) .note: cement content considered in m 30 is @ 340 kg / cum. excess / less cement used as per design mix is payable / recoverable separately 23 neat cement punning...
38671835 tender for for supply and installation of cantilever shape sign board ( size 6000mm x 1220mm, both sides ) height 6000mm ofu.p...
38569037 provn of 01 x toilet block in old vtc at the sikh li regt centre, fatehgarh cantt. 1 m&l for surface dressing n.exc 15 cm deep in soft / loose soil complete all as specified and directed. 2 excavating in trenches in soft / loose soiln.exc. 1.5m wide and n.exc. 1.5 m depth for foundation , laying of under ground cable etc & complete all as specified and directed. 3 m&l cement concrete 1:4:8type d2 ( 40 mm graded aggregate ) as in foundation, filling and mass concrete complete all as specified and directed. 4 m & l brick work with sub class b bricks, straight or curved on plan exc 6m mean radius built in cm ( 1:6 ) complete all as specified and directed. 5 m&l half brick thick walls built in cm 1:4 sub class b bricks straight or curved on plan to any radius complete all as specified and directed. 6 m & l rcc type b1 1:2:4 ( using 20 mm graded stone aggt ) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete etc complete all as specified and directed. 7 m&l for reinforced cement concrete ( nominal mix ) type b1 1:2:4 ( 20 mm graded aggregate ) in beams, cantilevers, bressumers, lintels bandcomplete all as specified and directed. 8 m&l for rcc 1:2:4 type b 1 using 20mm graded aggregate slab supported on walls , columns in floors, roofs landings, balconies canopies deck slab and in the shelves and the like, complete all as specified and directed. 9 m & l for form work as in sides of columns etc complete all as specified and directed. 10 m & l for form work as in roof beams, sides of suspended slabs etc complete all as specified and directed. 11 use and waste of form work to soffits of of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc 200cm thick ( horizontal or sloping ) complete all as specified and directed. 12 m & l for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits ( if any ) of foundation and plinth beams; and similar work; vertical or to batteretc complete all as specified and directed. 13 s&f mild steel tmt bars 10 mm dia and over, cut to length bent to shape required including cranking bending spirally for hooping for coloumn , hooking ends and binding with mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clip complete all as specified and directed 14 ditto as item no 10 here in before but but 6mm to 8mm diacomplete all as specified and directed . 15 s&f mild steel tmt bars 05mm dia and over and including 10mm dia as in stirrups, cut to length bent to shape required including cranking bending spirally for hooping for coloumn , hooking ends and binding with mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clip complete all as specified and directed. 16 m & l rendering 15mm thick in cm ( 1:6 ) on fair faces of brick work or concrete surfaces to be finished even and smooth without using extra cement complete all as specified and directed. 17 m & l rendering 15mm thick in cm ( 1:6 ) on fair faces of brick work or concrete surfaces to be finished rough complete all as specified and directed. 18 m & l rendering 15mm thick in cm ( 1:4 ) on fair faces of brick work or concrete surfaces to be finished even and smooth without using extra cement complete all as specified and directed. 19 m & l rendering 5mm thick in cm ( 1:3 ) on fair faces of ceilling concrete surfaces to be finished even and smooth without using extra cement complete all as specified and directed. 20 m & l non skid coloured ceramic tiles 7 to 8 mm thick ( square / rectangular ) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed or bedding layer of cement ( 1:6 ) complete all as specified and directed. 21 m&l for glazed ceramic tiles in vertical surface 350x 250x 7 mm / 450x 350x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed. 22 m&l for spreading, levelling and well ramming to excavated soil including watering as required in layers n exc. 25 cm thick complete all as specified and directed.note :soil shall be used in work obatin from excavation of soil. 23 m&l broken bricks hard core of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rolled / rammed to a true surfaces complete all as specified and directed. 24 m&l cement concrete type d 2 , 1:4:8 ( 40 mm graded aggregate ) 100 mm thick in sub floor complete all as specified and directed. 25 m & l for preparation of new plastered surfaces of walls and applying two coats of obd over a coat of chalk whitening complete all as specified and directed. 26 m & l for preparation of new plastered surfaces of walls and applying two coats of cement base paint complete all as specified and as directed. 27 m & l for preparation of new plastered surfaces of ceiling and applying three coats of white wash on ceilling complete. 28 s&f 15mm bore chromium plated bib taps fancy type, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed. 29 s&f 600mmx450mm bevelled edge looking mirror of selected quality glass, mounted on 6mm thick ac building board or commercial plywood with aluminum beading on sides fixed to walls with screws complete all as specified and directed. 30 s&f vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets , 32 mm pvc waste pipe, 32 mm ptmt waste coupling and 15 mm dia pillar taps fancy type chromium plated complete all as specified and directed. 31 s&fvitreous china squatting pan, ‘orissa’ pattern, size 580 x 440 mm white, with integral foot rests ( excluding flushing cistern and flush pipe ) including all fittings complete all as specified and as directed . 32 s&f vitreous china urinals flat back of size 465 x 355 x 265 mm, bowl type including providing and fixing plug, bedding urinal against wall in cement mortar 1:2 securing urinal to plugs with and including 60 mm long brass srews and pointing around urinal back in cement fixing automatic flushing cistern with brackets flush pipe grating and union for discharge pipeincluding fixing supply pipe to flushing cistern trap and waste pipecomplete all as specified and directed. 33 s&f15 mm bore , stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed fancy type, chromium plated with long shank and cup ( concealed type ) complete all as specified and directed. 34 s&f15 mm bore , stop valves angle cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed fancy type, chromium plated complete all as specified and directed. 35 s & fbrass chromium plated shower rose 125mm size with shower arm complete all as specified an directed by engineer in charge. 36 s&f pvc connection 15mm size with ptmt nuts of length 450mm etc complete all as specified and directed. 37 s&f steel windows or ventilators, fixed type, with glazing bars complete all as specified and directed. 38 s & f 3 mm thick figured glass, pin head type and glazing with mitred beads or oil putty including glazing clips in square not exc 0.50 sqm in each pane complete all as specified and directed. 39 s & f galvanised mild steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks, or galvanised wire staples, wodden beads to steel windows / wodden doors complete all as specified and directed. 40 s&f solid pvc door frame of size 50mm x 47mm made out of 5mm palin colour pvc sheet reinforced with ms square tube, suppling and fixing in opening as per specification and drawing complete all as specified and directed. 41 s&f factory made solid panel pvc door shutter 30mm thick ( style ) consisting of frame made out of ms tubes for top & bottom rails. m s frame shall be covered with heat moulded plain colour pvc sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour pvc sheets for top rail, lock and bottom rail on either side & as gap insert for top rail & bottorm rails; panelling of plain colour pvc sheet to be fitted in the ms frame weloded / seated to the stiles & rails with suitable pvc sheet beading and joined together with solvent cement. suppling and fixing in the frame at site as per specification & drawingcomplete all as specified and directed. 42 s&f aluminium anodised butt hinges of size 100mm medium weightcomplete all as specified and directed. 43 s&f aluminium anodised barrel tower bolts of extruded section of 125mm size etc complete all as specified and directed. 44 s&f aluminium handles, cast type anodised of size 125mm etc complete all as specified and directed. 45 s&f 300 mm long aluminium anodized, sliding door bolt with hasp and staple ( bolt type ) and fixing clips of sheet cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy complete all as specified and directed. 46 s&f steel tubes medium grade bore of tube in 15mm galavanised with all fitting laid in walls, ceiling or laid in floors etc complete all as specified and directed. 47 s&f steel tubes medium grade bore of tube in 20 mm galavanised with all fitting laid in walls, ceiling or laid in floors etc complete all as specified and directed. 48 s&f 110 mm bore pvc ( swr ) pipes single soketed in any length with rubber ring joints, laid in trenches or in floor complete all as specified and directed. 49 s&f 110 mm bore pvc ( swr ) bends fixed to wallcomplete all as specified and directed. 50 s&f 110mm pvc ( swr ) floor trap , plain with grating including jointing with solvent cementcomplete all as specified and directed. 51 s&f pvc ( swr ) gully trap 125 / 110 mm with grating andsetting with cement concrete and jointing with solvent cementcomplete all as specified and directed. 52 s&f rotational moulded polyethylene water storage tanks ( cylindrical vertical with closed up, capacity in 1000 ltrs, hoisted and fixed in position with all fittings and fixtures including float valve 20 mm bore in position complete all as specified in ssr part i complete all as specified and directed. 53 m & l 75 mm thick pcc 1:3:6 type c 2 using 40mm graded aggregateds as in plinth protection, subbase of floors complete all as specified and directed. 54 returning filling including spreading, leveling, watering and well ramming in layers n.exc. 25cm for soft / loose soilcomplete all as specified and directed. 55 removing excavated materials ( soil ) not exc 0.50m and depositing where directed of a level not exc 1.5m above the starting pointcomplete all as specified and directed. 56 excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sq m on plan and n exc 1.5 m in depth and gettingout in soft / loose soilcomplete all as specified and directed. 57 excavating in trenches, n exc 1.5 m wide and exc 1.50m but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sq m on plan and exc 1.50 depth but n exc 3.0 m in depth and gettingout in soft / loose soil complete all as specified and directed. 58 m & l for cement concrete 1:2:4 type b 2 ( using 40mm graded stone aggregate ) as in benchingconcretecomplete all as specified and directed. 59 m&l for cement concrete ( 1:3:6 ) type c 2 using ( 40mm graded crushed stone aggregate ) as in bed to drain pipe including packing under and haunching against the sides of pipes 150mm dia ( internal ) after these are laid in trenchescomplete all as specified and directed. 60 m & l brick work with sub class b brick, straight or curved on plan exc 6m mean radius built in cm ( 1:6 ) etccomplete all as specified and directed. 61 m & l 150mm dia ( internal ) salt glazed stoneware drain pipes laid in trenches and jointed complete with collars complete all as specified and directed. 62 m & l for providing precast cement concrete 1:2:4 type b 1 ( using 20mm grades stone aggregate ) asin landings, cover slabs ( for man holes etc. ) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar 1:4 complete with joints to match etc complete all as specified and directed 63 m & l for rendering 15mm thick on fair faces of brick work or concrete surfaces in cm 1:3 ( internal surface ) with wpc as per manufacture instruction complete all as specified and directed.note: quoted rate shall include amount of wpc 64 m & l for rendering 05 mm thick on fair faces of brick work or concrete surfaces in cm 1:3 ( internal surface ) with wpc complete all as specified and directed. 65 m&l for cutting into exisiting manholes for 150mm bore pipe for connecting new drains, making good to pipe and rendering , cutting out existing benching for and forming branch channel ( 1 / 2 round or 3 / 4 section ) in cement concrete 1:2:4 type b1 smooth finished , and reforming benching as requiredcomplete all as specified and directed. 66 surface excavation n.exc ( not exceeding ) 30 cm deep and averaging 12 cm deep and getting out in soft / loose soilcomplete all as specified and directed. 67 m&l for 100mm thickhardcore of bricks of gauge n exc. 63 mm, deposited , spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfacecomplete all as specified and directed. 68 m& lfor plain cement concrete 1:3:6 type c 2, ( using 40mm graded aggregate ) as in sub basecomplete all as specified and directed. 69 m &l for non skid outdoor tiles of size 400 x 400 x 10mm thick jointed with cement with color pigment match with existing color laid over 15mm thick screed bed in cm 1:6 etc complete all as specified and directed. 70 m&l for plain cement concrete 1:2:4 type b 0 ( using 12.5mm graded stone aggregate ) as in copingcomplete all as specified and directed. 71 m&l for point wiring of one light / fan / bell / exhaust fan point controlled by one switch with 1100 volt grade pvc insulated unsheathed 1.5 sq mm ( frls ) multistranded copper conductor cable, with continuous earth wire of 1.5 sq mm ( frls ) multistrandedcopper conductor cable pvc insulated unsheathed, drawn in & including concealedpvc conduit medium grade with fittings ( isi marked ) not less than 20 mm dia & 1.6 mm thick sunken pressed steelgalvanised terminal boxes with top cover 2.80 mm thick isi marked plastic laminated hylam sheet of required colour for housing / fixingswitches etc complete all as specified and directed.note cost of cutting chases for concealed wiring and surfaces made good using cm ( 1:4 ) and surface finished to match the existing surface shall be included in quoted rate. 72 ditto as above but for one 15 amp 6pin switch socket out let point on an independent board with 2.5 sqmm frls unsheathed coupper conductur single coremultistrandedcopper conductor………ditto as above………. 73 s&f switch piano 5 ampflush type 240 volt single pole oneway complete all as specified and directed. 74 s&f switch socket combination 5 in 1 flush type 15 ampcomplete all as specified and directed. 75 s & f ceiling rose pvc / poly carbonate isolated body three terminal ac 230 volts complete all as specified and directed. 76 s & fmcb distribution board spn 240 volt 4 way with 200 amp rated bus bar having ip 43 protection and double metal door connealed in wall including connection with copper thimbles as reuired complete all as specified. 77 s & f mcb spn 16 40 amp 240 volt c curve complete all as specifed and directed. 78 s & f mcb sp 6 to 32 amp 240 volt ccurve 10 ka complete all as specifed and directed. 79 s&f led batten 4 ft surface / wall mounted with specially designed powder coated aluminium housing, high optically efficient polycarbonate diffuser, in built electronic driver duly wired upto terminal block, power consumption < 20w ( 4 ft 20 w ) , luminaire lumen >2000 lm, system efficiency of > 120 lumens / w, with led binning as per ansi bin c78.377a, photo biological safety report as per iec624718 & electrical insulation class i, ingress protection ip 20, colour rendering index cri>80, temp range 0 to 45 ºc, driver efficency >85%, power factor >0.9, thd <20% as per iec 61000 3 2, colour temp 6500k, surge protection 2.5 kv, 50000 burning hrs ( min ) as per l70 criteria, two stages isolated constant current operated driver with range 150 270v ac and safety extra low voltage safe level <60v dc as per iec standard with lm70 & lm80 certification and connecting the same in electric source with and using pvc sheathed and insulated 3 core copper conductor cable of size 0.75 sqmm and fixing arrangement for fixing the light fitting complete all as specified and directed. 80 s&f led bulk head luminaire internally prewired with and including premium quality diffuser for glare free light and easy to install samp fit installer complete with all accessories power consumption 10 wattluminaire lumen >1000 lm, system efficiency of > 100 lumens / w, with led binning as per ansi bin c78.377a, photo biological safety report as per iec624718 & electrical insulation class i, ingress protection ip 20, colour rendering index cri>80, temp range 0 to 45 ºc, driver efficency >85%, power factor >0.9, thd <20% as per iec 61000 3 2, colour temp 6500k, surge protection 2.5 kv, 50000 burning hrs ( min ) as per l70 criteria, two stages isolated constant current operated driver with range 150 270v ac and safety extra low voltage safe level <60v dc as per iec standard with lm70 & lm80 certification and connecting the same in electric source with and using pvc sheathed and insulated 3 core copper conductor cable of size 0.50 sqmm and fixing arrangement for fixing the light fitting complete all as specified and directed. 81 s&fsteel body exhaust fans ac single phase 230 / 240 v of size 380 mm sweep and framewith louvercomplete all as specifed and directed. 82 m&l for earthing complete with galvanised earth plate electrode 60x60 cmx6 mm thick, burried directly in ground ( earth pit not less than 2.25 metres deep below ground level ) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead wire, 4.0 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate no 3 conneted to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.note: on testing after completion if desired earth ressistence is not obtainde. the earthing will be redone at no extra cost. 83 m & l sand cushioning for u / g cables in layers of 23 cm thick ( 8cm before laying the cable and 15cm thick after laying the cable ) in trenches completeandall as specified and directed . ( note : punned down volumeshall be measured ) . 84 supply and lay burnt best quality locally available old size sub class b bricks laid in trenches perpendicular to u / g cable for cable protection complete all as specified and as directed. 85 s&f of 25 mm bore gitubinglight grade with all fittings laid across road, in trenches or across pcc drain, along electric pole or floor / wall for cable protection with suitable size of ms clamps and nut and botls / washers complete all as specified. 86 supply and lay in trenches or passing through pipe xlpe insulated armoured, heavy duty electric cable with aluminium conductor 1100 volts grade, cross sectional area 6 sqmm 2 core complete all as specifiedand directed. 87 s&f ledstreet light fiting 35 watt 230 v ac outdoor type with high pressure die cast aluminum housing and heat resistand complete with driver, lmap bracket with impact and corrosion resistant including thermal management in multiple optics complete withip 65 / 66 protection complete includingmarking ca no as size andstyle decided by engineer in charge but not exceeding complete all as specified and directed....
38535448 tender for providing /fixing overhead cantilever/gantry direction board on 60mtr. wide road from samsung t point to dsc road t point, noida....
38535156 tender for providing /fixing overhead cantilever/gantry direction board fng road from nh 24 to sector 122,113 x ing, noida....
38535039 tender for providing /fixing overhead cantilever/gantry direction board on mp 3 road sector 71 underpass to hindon bridge, noida....
38535018 tender for providing /fixing overhead cantilever/gantry direction board on mp 1 road and sector 12,22,54,57 crossing, noida....
38499722 tender for providing/fixing overhead cantilever/gantry direction board fng road from nh 24 to sector 122, 113 x ing, noida....
38499710 tender for providing/fixing overhead cantilever/gantry direction board on mp 3 road and sector 71 underpass to hindon bridge, noida....
38499702 tender for providing/fixing overhead cantilever/gantry direction board on mp 1 road and sector 12, 22, 54, 57 crossing , noida....
38460176 supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area rooma kanpur nagar, jainpur, g.c. jainpur distt.kanpur dehat, malwan distt.fatehpur and sumerpur distt. hamirpur...
38418690 the work of setting up cantilever type border start / limit end indicator boards on various routes of the city....
38361349 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area gc jainpur....
38361333 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area ia jainpur....
38361312 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area sumerpur....
38361310 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area malwan....
38361306 tender for supply and fixing of cantilever board, road direction board and layout map retro reflective type signage under aiim at industrial area room....
38258262 tender for items rate quotation for civil work in distt jaunpur. 1 civil work 2 excavation infoundation inordinary soil ( loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer i / c within a lead of 30 m.from foundation trenches. 3 filling of available excavated earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 4 filling by carted earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 5 sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00kms. from the siteof work includingwatering, dressing etc. labour & t &p etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand. 6 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 7 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. 8 all works above plinth level upto floor v level. 9 centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete 10 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 11 suspended floors, roofs, landings, balconies and access platform 12 lintels, beams, plinth beams, girders, bressumers and cantilevers. 13 columns, pillars, piers, abutments, posts and struts 14 stairs, ( excluding landings ) except spiral staircases 15 extra for shuttering in circular work ( 20% of respective centering and shuttering items ) in columns. 16 edges of slabs and breaks in floors and walls under 20 cm wide 17 weather shade, chajjas, corbels etc., including edges 18 extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof ( plan area to be measured ) . 19 add for using extra cement in the items of design mix over and above the specified cement content therein. 20 extra for r.c.c. / b.m.c / r.m.c. work above floor v level for each four floors or part thereof.for above five to nine floor level. 21 boring, providing and installation bored cast in situ reinforced cement concrete piles of garde m 25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by crawler mounted, telescopic boom hydraulic pilling rig all complete, including removal of excavated earth with all its lifts and leads ( length of pile for payment shall be measured up to bottom of pile cap ) . note: truck mounted rotary / tmr / tube well boring machine shall not be used.600 mm dia piles 22 vertical load testing of piles in accordance with is 2911 ( part iv ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer in charge.group of two or more piles upto 50 tonne safe capacityinitial test 23 routine test 24 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 25 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 26 gr. floor 27 1st floor 28 2nd floor 29 3rd floor 30 4rth floor 31 5th floor 32 6th floor 33 7th floor / terrace 34 class 150 brick / cement based fly ash reinforced half brick work in 1:4 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. 35 gr. floor 36 1st floor 37 2nd floor 38 3rd floor 39 4th floor 40 5th floor 41 6th floor 42 7th floor / terrace 43 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 44 applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7 kg 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. 45 providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surrounding of pipes and conduits etc.complete ( plinth area of the building at ground floor only shall be measuredas per i.s.6313 ( part ll 1981 ) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.the rate of application of chemical emulsion shall be as follows: ( 1 ) treatment for masonary & foundation 5 litres per sq.m. ( 2 ) back fill in immediate contract with foundation 7.5 litre per sq.m ( 3 ) treatment of top surface of plinth filling 5 liters per sq.m. ( 4 ) treatment of soil along external parameter of building 7.50 lire per sq.m. 46 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 47 fixing of steel or wooden chaukhats in position. 48 doors chaukhats 49 window chaukhats 50 ventilator chaukhats 51 providing and fixing ss sliding door bolts isi marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 52 providing and fixing ss tower bolts isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm. 53 providing and fixing ss handles isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 54 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 screwsetc. complete :300x16 mm 55 250x16 mm 56 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 :300x10 mm 57 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 :125 mm 58 providing and fixing aluminium window sliding rollerand screws etc. complete as per direction of engineer in charge 59 providing and fixing aluminium window sliding i lock and screws etc. complete as per direction of engineer in charge 60 providing and fixing aluminium casement stays, isi marked, anodised ( anodic coating not less thangrade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 61 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 and shade, with necessary screws etc. complete. 62 providing and fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm ) , with necessary accessories and screws etc. complete. 63 providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 64 providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architecturaldrawings and the directions of engineer in charge. ( glazing, panelingand dash fasteners to be paid for separately ) :polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) 65 powder coated aluminium ( minimum thickness of powder coating 50 micron ) 66 for shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required ( fittings shall be paid for separately ) powder coated aluminium ( minimum thickness of powder coating 50 micron ) . 67 providing and fixing glazing in aluminium door, window, ventilator etc. complete as per the architectural drawings and the directions of engineer in charge . ( cost of aluminium snap beading shall be paid in basic item ) :with float glass panes of 5.00 mm thickness shutters and partitions etc. with epdm rubber / neoprene gasket. 68 p / f acp sheet for partition complete in all respect. as per engg. incharge direction. 69 providingand fixing double action hydraulic floor spring of approved brand and manufacture conforming to is 6315 having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide palte etc. complete as per the direction of engineer in charge.with stainless steel cover plate minimum 1.25 mm thickness. 70 providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to is: 1868 with minimum anodic coating 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 ) . 71 providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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 ) . 72 providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade ( yield strength 480 n / mm2 ) , counter sunk head, comprising of 10 m dia polyamide pa 6 grade sleeve, including drilling of hole in frame , concrete / masonry, etc. as per direction of engineer in charge. 10 x 120 mm 73 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. with 12 mm mild steel u beading. 74 providing and fixing 1.25 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 75 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and with decorative both side 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 of 1.0 mm thick including 32x5 mm teak wood lipping on edges of shutters.35 mm thick including isi marked stainless steel butt hinges with necessary screws 76 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 77 extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors ( cost of glass excluded ) ( overall area of door shutter to be measured ) : rectangular or square 78 extra if louvers ( not exceeding 0.2 sqm ) are provided in flush door shutters ( overall area of door shutters to be measured ) . 79 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 80 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 81 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on outer side of outer wall. 82 upto 10 m. from gr. level 83 10 m to 13 m. 84 13m to 16 m 85 16m to 19 m 86 19m to 22 m 87 22m to 25 m 88 25 m to 28 m 89 28 m to 31 m 90 31m to 34 m 91 34 m to 37 m 92 37 m to 40 m 93 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on one side of inner wall. 94 12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) . 95 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( i ) 1 cement: 3 course sand in ceiling. 96 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers 97 making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 98 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections 99 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer ) laid on a bed of 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including grouting the joints with white cement and matching pigments etc., complete. 100 providing and laying vitrified floor tiles kajaria kerro brand or equivalent brand of super quality in different size ( thickness specified by manufacturer ) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( size of tile 600 x 600 mm ) 101 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels granite of any colour and shadea rea of slab over 0.50 sqm 102 providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) , laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the engineer in charge. polished granite stone slab jet black, cherry red, elite brown, cat eye or equivalent. 103 providing edge moulding to 18 mm thick granite stone, including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 104 kota stone slab flooring over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) : 105 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 106 providing and fixing glass strips in joints of terrazo / cement concrete floors. 40 mm wide and 4 mm thick 107 wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work. 108 finishing walls with textured exterior paint of required shade new work ( two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20kg / 10 sqm texture of minimum film thickness 1.0 mm. 109 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. 110 paintingtwpcoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. in areas with superior synthetic enamel such as luxol3hi gloss aqcolite superlac. dulux specified finishing. 111 french spirit polishing :two or more coats on new works including a coat of wood filler 112 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. 113 providing and fixing m.s. holder bat clamps of approved design to c.i. or s.c.i. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and cost of cutting holes and making good the walls etc. : for 100 mm dia pipe 114 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee without door 110x110x110 mm 115 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.bend 87.5° 110 mm bend 116 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.shoe ( plain ) 110 mm shoe 117 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee with door 110x110x110 mm 118 making plinth protection 50 mm 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 finishing the top smooth. 119 providing / laying of light cinder filling / 25 mm o.b. brick ballast under floor of toilet / sunken roofs 120 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: ( i ) ist course of applying cement slurry @ 4.4 kg / sqm mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ( ii ) iind course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 121 ( iii ) iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. ( iv ) ivth course of 400 micron thick pvc sheet. ( overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg / sqm ) . 122 core cutting 4 6 dia pipe 123 providing and making cornice at slab level including all meterial like steel, concrete, shuttering and scaffolding required for proper completion of work. 124 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. 125 the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063. ) wall joint of 100 mm gap. 126 the cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre engineered self centering arrangement that freely rotates / moves in all directions. the self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. the joint system shall resists damage or deterioration from the impact of falling ice, exposure to uv, airborne contaminants and occasional foot traffic from maintenance personnel. provision of moisture barrier membrane in the joint system to have water tight joint is mandatory requirement. material shall confirm to astm 6063. roof joint of 100 mm gap 127 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 128 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 : 129 w.c. pan with isi marked white solid plastic seat and lid 130 providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) , including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 131 providingandfixing 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 andmaking good the walls where required : 132 white vitreous china wash basin size 550x400 mm with a pair of 15 mm c.p. brass pillar taps 133 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 134 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 135 range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern 136 range of three urinal basins with 10litre white p.v.c. automatic flushing cistern 137 providing & fixing stone slab table rubbed, edges rounded and polished of size 75 x 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size ) as per engineer in charge and finished smooth 138 granite stone of approved shade 139 providing and fixing salem stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with ci brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. 140 510x1040 mm bowl depth 225mm. 141 610x510 mm bowl depth 200mm. 142 providing and fixing white vitreous china laboratory sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p brass waste and 40mm c.p. brass trap with necessary c.p. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : 143 size 600x450x200 mm 144 providing & fixing pvc waste pipe for sink oncluding pvc waste fitting complete 145 32mm dia 146 40mm dia 147 providing and fixing ptmt bottle trap for wash basin and sink. 148 bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 149 bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. ( sink & urinal ) 150 providing and fixing mirror of superior glass ( of approved quality ) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 151 circular shape 450 mm dia 152 rectangular shape 1500x450 mm 153 providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 154 providing and fixing toilet paper holder : 155 c.p. brass 156 providing and fixing soil, waste, vent pipes 157 centrifugally cast ( spun ) iron s&s pipe 158 100mm dia cast ( spun ) iron s&s pipe 159 150mm dia cast ( spun ) iron s&s pipe 160 providing and fixing ms holder bat clamps of approved design to cast iron ( spun ) pipe embedded in and including cement concrete blocks 10 x10 x10cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. 161 for 100mm dia. pipe 162 for 150mm dia. pipe 163 providing and fixing heel rest sanitary bend, in centrifugally cast ( spun ) iron pipe s&s 164 100mm 165 150mm 166 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 167 100x100x100mm 168 sand cast iron s&s as per is : 3989 169 150x150x100mm 170 sand cast iron s&s as per is : 3989 171 providing and fixing plain junctionof required degree 172 100x100x100mm 173 sand cast iron s&s as per is : 3989 174 150x150x100mm 175 sand cast iron s&s as per is : 3989 176 providing and fixing terminal guard: 177 100mm 178 sand cast iron s&s as per is 3989 179 150mm 180 providing and fixing collar. 181 100mm 182 sand cast iron s&s as per is 3989 183 150mm 184 providing and lead caulked joint 185 100 dia 186 150 dia 187 providing and drip seal joint 188 100 dia 189 150 dia 190 providing and fixingcast iron trap of self cleansing design withcast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 191 100 mm inlet and 100 mm outlet, sand cast iron s&s as per is: 3989 192 painting sand cast iron / centrifugally cast iron ( spun ) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer ( of approval quality ) for new work 193 100mm dia 194 150mm dia 195 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. 196 providing & fixingptmt towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 197 providing and fixing ptmt towel rail complete with brackets fixed wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 198 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 199 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc.internal work exposed on wall 200 15 mm dia nominal bore 201 20 mm dia nominal bore 202 25 mm dia nominal bore 203 32 mm dia nominal bore 204 40 mm dia nominal bore 205 50 mm dia nominal bore 206 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 207 15 mm nominal outer dia pipes 208 20 mm nominal outer dia pipes 209 providing and fixing g.i. pipes complete with gi fittings and clamps including cutting and making good the walls etc. external work 210 40 mm dia, nominal bore 211 50 mm dia, nominal bore 212 65 mm dia, nominal bore 213 providing and fixing of gun metal gate valve with ci wheel of approved quality ( screwed ends ) 214 25mm dia, nominal bore 215 32 mm dia, nominal bore 216 40 mm dia, nominal bore 217 50 mm dia, nominal bore 218 providing and fixing uplasticised pvc connection pipe with brass unions : 219 45 cm length 220 15 mm nominal bore 221 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet100 mm diameter 222 painting g.i. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work ( internal work exposed on walls ) 223 15 mm dia nominal bore 224 20 mm dia nominal bore 225 25 mm dia nominal bore 226 32 mm dia nominal bore 227 40 mm dia nominal bore 228 50 mm dia nominal bore 229 painting gi pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 230 40 mm dia, nominal bore 231 50 mm dia, nominal bore 232 65 mm dia, nominal bore 233 providing and filling sand of grading zone v or coarser grade, allround the g.i. pipes in external work 234 40 mm dia, nominal bore 235 50 mm dia, nominal bore 236 65 mm dia, nominal bore 237 providing and fixingg.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 238 15mm nominal bore 239 20mm nominal bore 240 25mm nominal bore 241 32mm nominal bore 242 40mm nominal bore 243 50mm nominal bore 244 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 245 15mm nominal bore 246 providing and fixing c.p.brass angle valve for basin mixer and geyser points of approved quality conforming to is 8931 a ) 15 mm nominal bore. 247 15 mm nominal bore 248 providing and fixing ptmt grating of approved quality and colour 249 100 mm nominal dia 250 providing and placing on terrace ( at all floor levels ) rcc water storage tank with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all necessary fittings and the base support for tank. 251 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 252 pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 253 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 : 254 150 mm diameter 255 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 256 150 mm diameter s.w. pipe 257 providing and fixing square mouth s.w. gully trap grade a’ 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 258 100x100 mm size p type 259 with f.p.s. bricks class designation 75 260 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 261 250 mm dia rcc pipe 262 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 grade 263 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 264 with f.p.s. bricks with class designation 150 265 inside size 120x90 cm and 90 cm deep including c.i. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg ) : 266 with f.p.s. bricks class designation 150 267 extra for depth for manholes : 268 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 269 size 120x90 cm 270 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 271 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 : 272 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 ) : 273 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 274 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 275 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. 276 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 277 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 278 area of slab upto 0.50 sqm 279 area of slab over 0.50 sqm 280 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 281 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 ) . 282 all works above plinth level. 283 centering and shuttering including strutting, propping etc. and removal of form for : 284 platform & rcc shelves 285 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 286 providing and fixing aluminium work for louvers with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. powder coated aluminium ( minimum thickness of powder coating 50 micron ) . 287 providing and fixing of health faucet including materilal, labour, t & p etc. complete. cat no. jaquar ale 583 288 ng clamp including complete in all respect as per engg incharge 289 boundrywall 290 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 291 p.c.c. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor. 292 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 293 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 294 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in rcc raft foundation and footing, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 295 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in column, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 296 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. but in plinth beams in 1:1.5:3i.e. having spans upto 6 metres. 297 mild steel or iron in plan work such as reinforced concerte or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. 298 mild steel or iron in small size and section such as grills etc wrought to required shape as necessary including bending and welding for proper completion of work and including supply of steel its wastage 299 c.c. work with cement approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:2:4incl. cost of form work in coping 300 12 mmplaster in 1 part cement and 6 part coarse sand incl. cost of all material and t&p etc reqd. for proper completion of work 301 15 mmplaster in 1 part cement and 6 part coarse sand including cost of all material and t&p etc required for proper completion of work 302 finishing of wall with water proofing cement paint of approved quality two coat and required said on under coated wall including 1 coat white cement priming to give an even shade after throughly brushing the surface etc. complete 303 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063 ) . 304 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 305 filling by carted earth from a distance at site, in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50m. 306 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 as per drawings, specification and direction of the engineer in charge. ( structural frame work including m.s. plate to be provided separately. rectangular area of the sheet only shall be measured for payment ) .overhead informatory road signage 307 the boards will be fixed to 1 no. 50x50 mm square post made of m.s. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti theft arrangement .sheet work to be painted with two or more coats of synthetic enamel paint over an under coat ( primer ) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of engineer in charge. 308 boundrywall 309 1.68 m deep with sfrc cover and frame ( heavy duty hd 20grade designation ) 560 mm internal diameter conforming toi.s. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarsesand : 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 ) : 310 with common burnt clay f.p.s. ( non modular ) bricks of classdesignation 7.5 311 extra depth for circular type manhole 1.22 m internal dia ( at bottom ) beyond 1.68 m to 2.29 m : 312 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 313 providing and laying hdpe pipewith 10 kg pressure including all assesaries such as valve, service saddle, tee band and trenching, backfilling , shifting of line , making chamber , jointing of pipe with butt fusion and testing complete as per desiser of engineer in charge. 314 160 mm 315 110 mm 316 90 mm 317 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 318 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 319 with f.p.s. bricks class designation 75 320 0.00 to 1.0 m depth 321 providing and fixing 3 layer pp r ( poly propylene random copolymer ) pipes, u v stabilized & anti microbial fusion welded, having thermal stability for hot & cold water supply, including all pp r plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of engineer in charge. 322 pn 16 pipe, 32 mm od ( sdr 7.4 ) 323 pn 16 pipe, 40 mm od ( sdr 7.4 ) 324 pn 16 pipe, 50 mm od ( sdr 7.4 ) 325 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 326 32 mm nominal bore. 327 40 mm nominal bore. 328 50 mm nominal bore. 329 providing and fixing c.i. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) : 330 100 mm diameter 331 class i 332 constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 333 drain 334 earth work in excavation in trenches for foundations pipes cable etc in ordinary soil ( loan clay or sand ) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the engineer i / c within a lead of 50m. 335 providing and laying in cement concrete 1:4:8 ( 1 cement 4 coarse sand :8graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work, in foundation and floors. 336 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 ) . 337 all works upto plinth level. 338 centering and shuttering including strutting, propping etc. and removal of form for: 339 foundations, footings, bases of columns, etc. for mass concrete 340 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 341 suspended floors, roofs, landings, balconies and access platform 342 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 343 cc road 344 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 345 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density ) . 346 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 347 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 ( 1 cement: 4 course sand ) . 348 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 349 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 byippers 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 perpecifications and directions of engineerin charge with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 350 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer incharge 351 cutting andmaking expansion joint size of 8mm width and 18 20 mm deep in rcc road through to heavy duty rcc cutting machine and filling polysulphide sealent in expansion joint size of 8 mm wide and 3 mm depth including sealent 8mm x 15 mm with debounding strips as per direction of engineer in charge. 352 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, jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , including making drainage opening wherever required complete etc. as per direction of engineer in charge ( length of finished kerb edging shall be measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer in charge ) . 353 providing and laying factory made coloured chamfered edge cement concrete paver blocks of required strength, thickness & size / shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of fine 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 jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of engineerin charge. 60mm thick c.c. paver block of m 35 grade with approved colour, design & pattern. 354 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 355 landscape & horticulture 356 trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water ( excluding cost of imported earth, sludge or manure ) . 357 supplying and stacking of good earth at site including royalty and carriage up to 1 km ( earth measured in stacks will be reduced by 20% for payment ) . 358 supplying and stacking at site dump manure from approved source, including carriage up to 1 km ( manure measured in stacks will be reduced by 8% for payment ) : screened through sieve of i.s. designation 16 mm 359 fine dressing of the ground 360 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge.. 361 grassing with selection no.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the good earth shall be paid for separately ) . 362 with grass turf 363 preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8% ) , flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete ( cost of sludge, manure or extra earth to be paid for separately ) . 364 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume ( 2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately ) : 365 holes 90 cm dia, and 90 cm deep 366 supply of plants 367 providing and displaying foxtail palm plant well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm cement pot as per direction of the officer in charge. 368 supply and stacking of plant thuja compacta of height 75 90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer in charge. 369 jhuepesons 370 providing and displaying washingtonia filifera palm plant well developed 90 to 105 cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm cement pot as per direction of the officer in charge. 371 providing and displaying phoenix roebelenii palm plant well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm cement pot as per direction of the officer in charge. 372 providing and displaying bismarkia palm plant 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm cement pot as per direction of the officer in charge. 373 providing and displaying cycus cirsnallis plant well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm cement pot as per direction of the officer in charge. 374 providing and displaying topiary plant of ficus nuda well developed with fresh & healthy foliage from top to bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm cement tray / cement pot as per direction of the officer in charge. 375 supply and stacking of grevillea robusta ( silver oak ) plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer incharge. 376 supply and stacking of plumeria acutifolia plant of height 150 165 cm. with 3 4 branches in big size hdpe bag as per direction of the officer in charge 377 f. bajarina 378 supply and stacking of chorisia speciosa plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. 379 supply and stacking of polyalthia pendula ( ashok pendula ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 380 teeona gemi chari 381 supply and stacking of polyalthia longifolia ( ashok ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 382 banhina 383 group of flower shrubs ie hibisens, exera, f. stanlight, callandra, teeoma capansis ratki etc 384 surearia 385 hansphar 386 providing and displaying of areca palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of bucket type cement pots & as per direction of the officer in charge. 387 providing and displaying of raphis palm specimen plant, having ht. 1.50 m to 1.65 m with 40 to 50 lush green suckers, well developed, fresh & healthy foliage leaves in 40 cm size of earthen pot / chali / tray & as per direction of the officer in charge. 388 flowering & indoor potted plants in 10 earthern pots 389 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 390 extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. all kinds of soil 391 below ground 1.5 to 3.00 m 392 below ground 3.0 to 4.5 m 393 below ground 4.5 to 6.0 m 394 below ground 6.0 to 7.5 m 395 below ground 7.5 to 9.0 m 396 below ground 9.0 to 10.5 m 397 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 398 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. 399 all works up to plinth level. 400 all works above plinth & up to floor v level. 401 centering and shuttering including strutting, propping etc. and removal of form for : 402 foundations, footings, bases of columns, etc. for mass concrete 403 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 404 suspended floors, roofs, landings, balconies and access platform 405 lintels, beams, plinth beams, girders, bressumers and cantilevers 406 columns, pillars, piers, abutments, posts and struts 407 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 408 class 150 brick work in 1:3 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 409 class 150 brick work in 1:6 cementand coarse sandmortar in superstructure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 410 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 411 12 mm cement plaster in single coat on smooth side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( iii ) 1cement :6 c. sand 412 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth ( i ) 1 cement: ( iii ) 1 cement: 6 coarse sand 413 6 mm cement plaster of mix :1:3 ( 1 cement : 3 fine sand ) in ceiling of rcc roof or beam. 414 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 ) 415 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 416 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 part 1 and m.s. top cover of required thickness for rolling shutters. 80x1.25 mm m.s. laths with 1.25 mm thick top cover 417 providing and fixing ball bearing for rolling shutter 418 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 419 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 420 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 421 providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to is:2645 in recommended proportions with a gap of 20 mm ( minimum ) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by engineer in charge : using rough kota stone. 422 planning, design, engineering, procurement, construction, installation, testing, commissioning and thereafter operation & maintenance for 120 months of stp & etp with all allied works of 1.00 mld capacity 423 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( stp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 424 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( etp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 425 estimate for 300mm x200 mm dia tube well drilled by rotary rig to a depth of 350 meter below ground level with 800 lpm submersable pump set and pipe line work 426 transportation of heavy rig machine 1 job 427 erection and dismantling of rig machine 428 water suply charge ands and driling machine. 429 drilling 200mm dia bore hole in alluvium other than rock, sand stone & boulder formations: from g.l. to 350 m 430 reaming of 200 mm dia pilot bore to 675 mm dia bore: from g.l. to 130 m. 431 washing of bore hole. 432 electric loging of bore hole by electric logger. 433 providing & lowering of assembly pipe including cutting & welding by providing a collar: 434 300 mm dia ms erw housing pipe having wall thickness 7 mm. 435 300 mm dia ms erw slotted pipe having wall thk. 8.00 mm. 436 providing and fixing well cap , reducer, clamp, centre guide & bail plug. 437 providing and packing the bore hole with suitable size of pea gravel. 438 development by high velocity jetting toughter with air compressor: 439 transportation of air compressor 440 erection of air compressor 441 runing of air compressor 442 development of tubewell by o.p. unit 443 transportation of o.p. unit 444 erection of o.p. unit 445 development of tubewell by o.p. unit 446 water testing chemical and bactriological 447 supply and installation of 800 lpm discharge submersable pump complete 448 100 mm pipe line work to connect tubewell...
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