Filters

List of steel-item Tenders

List of latest steel-item Tenders in Indian Tenders. Click on any steel-item Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for steel-item Tenders.

All-Tenders (189)
|
Today's-Tenders
|
Active-Tenders
|
Closed-Tenders

Central Government/Public Sector

TRN :49057912 | 29 May, 2025

Tender Value : 0

Sanpada - Maharashtra

Tender for supply of stainless steel flat bar grade aisi 301stainless steel flat bar grade aisi 301,stainless steel flat bar grade aisi 301 size 1250 x 35 x 4 mm thick. kgs. [ warra nty period: 30 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitt ed: max 8 lacs ] ] amm (carshed) sanpada, cr maharashtra 254.00 kg

Central Government/Public Sector

TRN :49057953 | 27 May, 2025

Tender Value : 0

Kolkata - West Bengal

Tender for e-auction of ber items of qae(efs), kolkata valve reducing dia 32 gasket inside & outside spring caliber steel square depth gauge arm dial indicator with magnet box vernier call1pfr 0 to 0.600 mm .stencil box t square 42 leather carrying case surface plate 600 x 600 mm internal micrometer weighing balance weighing balance punch 3 mm, es 1122 & 1123 punch 3 mm, es 1122 & 1123 steel stamp for examiner 6 mm surface roughness tester wall clock flower pot rotering pen with stensil 3 & 4

State Government

TRN :49057999 | 23 May, 2025

Tender Value : 0

Ghaziabad - Uttar Pradesh

Tender for tender for construction of civil works for increasing capacity from (1x500 plus 2x315 mva) to (2x500 plus 1x315 mva) at 400 k.v. sub-station-ist muradnagar ghaziabad. - earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all 3 providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position cement concrete of specified grade1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 8 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 10 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 12 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. 13 brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,t&p etc complete . 14 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). 15 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge . 18 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 19 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof workgates etc. wrought to required form including holes rivetting or welding where necessary and also fixingin proper position and alignment but when steel is to be provided by the department . 20 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). 21 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 22 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 23 neat cement punning 24 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. 25 demolishing cement concrete (nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 26 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 27 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 28 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 29 dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper completion of the work 30 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. 31 supply of 25 mm. dia m.s. anchor bolts (conforming to is 266)500 mm. long with base plate (50x50x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & t&p for proper completion of work 32 fixing and grouting 25 mmand below dia m.s. anchor bolt in proper alignment level and setout with the help of a template including supply of all labour t&p etc. reqd. for proper completion of the work. (labour rates only) . 33 grouting of 90/105 lbs m.s. railincluding cost of all materials,labour & t&p for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs m.s. rail for transformer plinth including cost of all labour, material and t&p etc. required for proper completion of the work. 35 fixing and grouting of trench edging in proper level and alignment including cost of all labour, and t&p etc. required for proper completion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of template in position level and alignment for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work (labour rate only). 38 fabrication of template forauxiliary foundation including cost of all labour, and t&p etc. required for proper completion of the work. steel shall be arranged by contractor free of cost. this template shall be property of contractor.(labour rate only). 39 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm gradedapproved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement andmarble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels ifany and giving them a uniform finish including supply of all materials, labour and t&p etc, required forproper completion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation from different places withinthe s/s area including all labour, t&p etc. required for proper completion of the work as per direction ofengineer - in - charge. 41 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 earthwith lead upto 50 metres. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work (110mm dia pipe) 43 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-incharge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concrete manufactured in automatic batching plant (rmc plant) i/c transportation to site in transit mixer 44 providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood pre-laminated one side decorative lamination and other side balancing lamination grade i, type ii, is : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : (12mm thick partical board) 45 hiring of beldar(labour).

Government Departments

TRN :49058074 | 10 Jun, 2025

Tender Value : 0

Malda - West Bengal

Tender for supply of eye equipment items of the office of the msvp mmch malda , supply of various eye instruments , stain less steel box with silicon mattress inside the box.size:10 inch x 8 inch (each box must contain the following items as follows:- 1. unversal corneal scissor-01 pcs. 2. wire speculum ( adult)-01pc 3. wire speculum (paediatric)-01pc. 4. st. martin’s forceps (stout)-01pc. 5. limbs forceps-01pc. 6. simcoe irrigation aspiration biway connula (size:21,22,23) 05 pc each size. 7. wire vectis-02pc. 8. mc phersons forceps-02 pc. 9. suture tying forceps-02pc. 10. gullipot-02 pc. 11. sinskey hook (dialer)-01pc. 12. curved vannus scissor (lshape)-01pc 13. superior rectus holding forceps-01pc. 14. barraquer needle holder-02pc 15. mosquito forceps curved for eye-01pc. 16. curved a.c cannula 30g (l.shaped)-02pc. 17. b.p handle size03-01pc. (each box must contain from sl.no-01 to 17)

Central Government/Public Sector

TRN :49058283 | 09 Jun, 2025

Tender Value : 0

Matunga - Maharashtra

Tender for supply of set of high tensile steel hexagonal head bolts fully threaded and nuts confirming to is 1364 bolt of property class 8.8 and nut of property class 8 complete with 2 nos. punched plain washer to is 2016 1 no spring washer to is 3063 and 1 no. split pin to is 549 of various size with pin hole of a distance 4mm from free end and split pin hole dia as per is 549 one set consist of follwing 8 items and qty.2700 nos.set of high tensile steel hexagonal head bolts fully threaded and nuts confirming to is 1364 bolt of property class 8.8 and nut of property class 8 complete with 2 nos. punched plain washer to is 2016 1 no spring washer to is 3063 and 1 no. split pin to is 549 of various size with pin hole of a distance 4mm from free end and split pin hole dia as per is 549 one set consist of follwing 8 items and qty.2700 nos.,set of high tensile steel hexagonal head bolts fully threaded and nuts con firming to is 1364 bolt of property class 8.8 and nut of property class 8 complete with 2 nos. punched plain washer to is 2016 1 no spring washer to is 3063 and 1 no. split pin to i s 549 of various size with pin hole of a distance 4mm from free end and split pin hole dia as per is 549 one set consist of follwing 8 items and qty.2700 nos. 1] hex head bolt m16 x 80 - 25 nos 2] hex head bolt m12 x 30 - 25 nos 3] hex head bolt m12 x 50 - 400 nos . 4] nut siz e m16 - 25 nos 5] nut si ze m12 - 425 nos. 6] plain washer - 900 nos 7] spring washer- 450 no s. 8]split pin - 450 nos [ warranty period: 30 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ] ]

State Government

TRN :49059002 | 14 May, 2025

Tender Value : 8.80 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for road safety work on the small bridge at kilometer 5/1 of the nausera sikandar pur faizabad badshahi bagh road in saharanpur district - providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 2 providing and fixing retro-reflective signboards comprising of customised modular pu epoxy coated ms angle iron frame work, aluminum composite panel (acp) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. the horizontal ..................................micro prismatic retro-reflective sheet conforming to type-iv of astm: d 4956-09 shall be pressure fixed. the retro-reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per irc 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. the rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge. signage on ms angle frame of (35x35x5)mm (ch-27 new item 5) 3 supplying and instalation of delinators (road way indicators, hazard markers, object marker) 120-150 cm. high above ground level, painted black and white in 15cm. wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to irc:79 and the drawing. with tri-colour retro -refractive sheet. (20 x 3 cm), rates are inclusive of all taxes, royalty etc. all t&p/machine material and labour required for proper completion of work. (ch-27 new item 10(ii) 4 reflective raised pavement marker providing and fixing of raised pavement markers (cat eye) type x-astmd-4956-04 avery dennision/3m(usa make) having moulded body of polycarbonate, asa, hips or abs able to support a load of 13.635 m.t. tested in accordance with astmd 4280 type h and other requirement mentioned in mort&h circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. the length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, the area of each reflective surface shall not be less than 13 sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of category a of mort&h circular no. rw/nh 33023/10/97-do-iii dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to astmd 788 or equivalent.with 7 years warranty. rate shall be inclusive of all taxes, royalty, etc. all t&p/ machine material and labour required for proper completion of work. (ch-27 new item -10)

Central Government And Public Sector

TRN :49059263 | 17 May, 2025

Tender Value : 14.93 Lacs

Howrah - West Bengal

Tender for tender for structural strengthening and external painting of b e college t e howrah; 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2 nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 4 of area 3 sq. metres and below 5 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 6 for thickness of tiles 10 mm to 25 mm 7 dismantling c.i. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of engineer-in-charge: 8 up to 150 mm diameter 9 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. 10 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. 11 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 12 1:2:4 (1 cement : 2 coarse sand(zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 14 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 16 reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). 17 centering and shuttering including strutting, propping etc. and removal of form for : 18 foundations, footings, bases of columns, etc. for mass concrete 19 columns, pillars, piers, abutments, posts and struts 20 vertical and horizontal fins individually or forming box louvers band, facias and eaves boards 21 small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 22 smooth finishing of the exposed surface of r.c.c. work with 6 mm thick cement mortar 1:3 (1 cement : 3 fine sand). 23 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 24 providing and fixing fiber glass reinforced plastic (frp) door frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. the laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fiber glass from all sides. m.s. stay shall be provided at the bottom to steady the frame. 25 providing and fixing to existing door frames. 26 30 mm thick glass fibre reinforced plastic (frp) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick frp laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick frp laminate for panels conforming to is: 14856, including fixing to frames. 27 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. 28 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 29 providing and laying rectified glazed ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to is : 15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 30 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. 31 single tee with door -110x110x110 mm 32 bend 87.5° -110 mm bend 33 15 mm cement plaster on the rough side of single or half brick wall of mix : 34 1:6 (1 cement: 6 fine sand) 35 finishing walls with acrylic smooth exterior paint of required shade : 36 new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 37 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 38 two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 39 removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 40 dismantling w.c. pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of engineer-in- charge. 41 providing and laying app (atactic polypropylene polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°c, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. the vital physical and chemical parameters of the membrane shall be as under : joint strength in longitudinal and transverse direction at 23°c as 350/300 n/5 cm. tear strength in longitudinal and transverse direction as 60/80n. softening point of membrane not less than 150°c. cold flexibility shall be upto -2°c when tested in accordance with astm, d - 5147. the laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 42 3 mm thick 43 providing and fixing white vitreous china pedestal type (european type/ wash down type) water closet pan. 44 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete. 45 10 litre capacity - white 46 providing and fixing solid plastic seat with lid for pedestal type w.c. pan complete : 47 white solid plastic seat with lid 48 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 49 providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. 50 flexible pipe -32 mm dia 51 providing and fixing ptmt bib cock of approved quality and colour. 52 15mm nominal bore, 86 mm long. weighing not less than 88 gms. 53 providing and fixing ptmt stop cock of approved quality and colour. 54 15 mm nominal bore, 86 mm long. weighing not less than 88 gms. 55 providing and fixing ptmt pillar cock of approved quality and colour . 56 15mm nominal bore, 107 mm long. weighing not less than 110 gms. 57 providing and fixing unplasticised p.v.c. connection pipe with ptmt nuts, collar and bush of approved quality and colour. 58 15 mm nominal bore with 45 cm length. 59 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 60 75 mm average thickness 61 50 mm average thickness 62 25 mm average thickness 63 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 64 bars upto 12 mm diameter 65 bars above 12 mm diameter 66 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect. 67 sbr polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer 68 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge. note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 69 12 mm average thickness. 70 25 mm average thickness in 2 layers. 71 50 mm average thickness in 3 layers. 72 providing and fixing upvc pipes (sch 40 upvc as per astm d- 1785 pipes) including all upvc plain and brass threaded fittings. including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step upvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work- exposed on wall 73 15 mm nominal bore 74 20 mm nominal bore 75 25 mm nominal bore 76 uprooting and removing small plants from the surface of walls, parapet, etc. at any height by cutting chase for removing roots and using necessary chemicals etc. to prevent further growth of plants and mending good damages complete. 77 a) small plant of girth of exposed stem up to 75mm 78 providing and fixing soil waste and vent pipes : 79 110 mm dia upvc soil waste pipe conforming to is:13592 1992 (type-b) manufactured by supreme industries limited or equivalent. 80 erection of single layer bamboo-scaffolding made of average 75 mm dia bamboos with adequate bracing, ties, ropes etc. for strong, stable and workable scaffolding for specified jobs ( above gf beyound 4.00m height) like replacement of sewage/ rw pipes & accessories, repairs to plasters, special repairs, replacement of glass panes, uprooting/ cutting of tree saplings etc including dismantling the scaffolding after the job is done and clearing the site complete as per the direction of the engineer-in-charge. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 81 felling of trees like banyan, pipul etc from compound walls, building walls, cornices etc by making scaffolding where necessary including cutting of trunks and branches, application of chemicals/weedicides to the remaining portion to kill the growth of tree and ultimately removing the roots from the walls by cutting walls and mending good complete. ( the rate is inclusive of the mending good the walls with bricks/concretes/plasters and disposing of branches/trunks to vats inside compound for further disposal) 82 a) of girth above 30 cm upto 60 cm (measured above 1.0 m from gl toupto 5.0 m height) 83 extra for shifting of existing scaffolding by lifting/dragging or partially dismantling and re-erecting the dismantled portion in position (shifting at least 1.50 m from initial centre line of position) over payment for initial erection & dismantling paid in original item of scaffolding. [ projected area of scaffolding frame work on buiding elevation to be measured for payment] 84 providing and fixing ptmt health faucet with hook and p.v.c. pipe (1.00 metre minm length) of approved quality and colour in w.c.s all complete as per direction of engineer-in-charge. 85 15 mm nominal bore with minimum 1.00 m pvc tube. 86 attending repairs to ms gate by removing corroded portion of gate with welding machine at site and replacing with new members as per actual requirement at site. (cost for labour and hire charges of welding machine including transporation, consumables. steel members will be paid separately) 87 providing and welding 2mm thick m.s. sheet to existing m.s. frame work including providing and appying a priming coat of approved steel primer all complete. 88 providing and fixing upvc floor trap 100mm dia inlet and 100 mm dia outlet. 89 providing and fixing ptmt 2 way bib cock of approved quality and colour, for fixing hand faucet in commode toilets all complete as per direction in charge.- 15mm nominal bore. 90 supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per is:12866-1989. 91 4.0 mm thick (6.72 kg/sq.m) 92 credit value for dismantled unserviceable mild steel/ iron materials. 93 credit value for dismantled g.i. pipes: 94 15 mm nominal dia. 95 20 mm nominal dia. 96 25 mm nominal dia. 97 credit value for dismnatled c.i./ s.c.i. pipes. 98 credit value for unserviciable brass bib/stop cocks/pillar tap

State Government

TRN :49059469 | 14 May, 2025

Tender Value : 5.90 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for road safety work on the small bridge at km 6/1 of the mirzapur to sherpur pelo badshahi bagh road in saharanpur district - providing and erecting a w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ismc series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to is:1367 and is:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 2 providing and fixing retro-reflective signboards comprising of customised modular pu epoxy coated ms angle iron frame work, aluminum composite panel (acp) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. the horizontal ..................................micro prismatic retro-reflective sheet conforming to type-iv of astm: d 4956-09 shall be pressure fixed. the retro-reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per irc 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. the rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge. signage on ms angle frame of (35x35x5)mm (ch-27 new item 5) 3 supplying and instalation of delinators (road way indicators, hazard markers, object marker) 120-150 cm. high above ground level, painted black and white in 15cm. wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to irc:79 and the drawing. with tri-colour retro -refractive sheet. (20 x 3 cm), rates are inclusive of all taxes, royalty etc. all t&p/machine material and labour required for proper completion of work. (ch-27 new item 10(ii) 4 reflective raised pavement marker providing and fixing of raised pavement markers (cat eye) type x-astmd-4956-04 avery dennision/3m(usa make) having moulded body of polycarbonate, asa, hips or abs able to support a load of 13.635 m.t. tested in accordance with astmd 4280 type h and other requirement mentioned in mort&h circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. the length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, the area of each reflective surface shall not be less than 13 sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of category a of mort&h circular no. rw/nh 33023/10/97-do-iii dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to astmd 788 or equivalent.with 7 years warranty. rate shall be inclusive of all taxes, royalty, etc. all t&p/ machine material and labour required for proper completion of work. (ch-27 new item -10)

Co-operative

TRN :49059542 | 22 May, 2025

Tender Value : 0

Kaimganj - Uttar Pradesh

Tender for supply of electrical general items , item , plastic flexible wire 2 core 23/76 vidyut/v guard/rr cable./national , workshop flexible wire 3 core,1.5 sq.mm. vidyut/v guard/rr cable/national , p.v.c. copper wire vidyut/v guard/rr cable.size-2.5 sq. mm , p.v.c. copper wire vidyut/v guard/rr cable.size-4.0 sq. mm , p.v.c. copper wire vidyut/v guard/rr cable.size-10.0 sq. mm , p.v.c. copper wire vidyut/v guard/rr cable.size-6.0 sq. mm , p.v.c. copper wire vidyut/v guard/rr cable.size-1.5 sq. mm , p.v.c. tape steel gripsize- 3/4 , cotton tape steel gripsize- 3/4 , jhonson black tape size- 3/4 , empire tapesize- 3/4 , empire cloth size- 3/4 , glass tape , fuse basesize- 100/125 amp. , backelite kit-kat e.e.c.or standard make.size-16 amp. , backelite kit-kat e.e.c.or standard make.size-32 amp. , backelite kit-kat e.e.c.or standard make.size-63 amp. , triple pole fuse base complete with tip & topsize - 63 amp. , triple pole fuse base complete with tip & topsize- 50 amp. , triple pole fuse base complete with tip & topsize- 25 amp. , corbon brush for khandelwal crane 95 mm, 1/2x1/2x 1 , corbon brush for cane unloader . , corbon brush for 1500 kw bhel alternator. , corbon brush size- 25x38x50/25x40x50 , cobrbon brush for cv-600 excitor. size - 22 x 32x 45 mm , cobrbon holder for cane cutter. , ampere meter ct type 100 amp. size- 4 x 4 ae/english make , ampere meter ct type 250 amp. size- 4 x 4ae/english make , ampere meter ct type 400 amp. size- 4 x 4ae/english make , ampere meter ct type 600 amp. size- 4 x 4ae/english make , volt metersize- 4 x 4 , 0-100 volt.ae/english make , volt metersize- 6 x 6 , 0-100 volt.ae/english make , power factor metersize- 6 x 6 , 0-100 volt.ae/english make , d.c. amperemetersize- 6 x 6 , 0-100 volt.ae/english make , d.c. voltmetersize- 6 x 6 , 0-100 volt.ae/english make , c.r.c.- 226 , d.z. type fuse-15 amp., 500 volt. , d.z. type fuse-25 amp., 500 volt. , d.z. type fuse-35 amp., 500 volt. , d.z. type fuse b-50 amp., 500 volt. , d.z. type fuse-63 amp., 500 volt. , cable lugs dowells make alluminium/copper. all type , glass fuse 5 amp. , glass fuse 10 amp. , six terminal plate siemens - 15 h.p. motor , six terminal plate siemens - 20 h.p. motor , six terminal plate siemens - 40 h.p. motor , fuse base button eec/standard make - 63 amp. , on-off push button switch concord type. , on-off push button element. , nyon tester set , phase tester set taparia , connection connector , synchronous timer em-1000,0-60,1-120 , power capacitor jaivic make/havelles make (25 kva) , change over switch standard/havelles/bajaj make- 630 amp. , change over switch standard/havelles/bajaj make- 400 amp. , 2 core plastic flexible wire 40/76 vidyut/standard. , indicating light completsrew type 220 volt with bulb. , indicating light complet screw type 220 volt with bulb & resistance. , contactor type 3 ta- 28 , 415 volt. (siemense make) , spare kit for 3 ta- 28,415 volt.(siemense make) , c.t. for acb 3200 amp. , solenoide copper coil 22 volt as per sample 18 mm bore. , solenoide copper coil 22 volt as per sample16/17 mm bore. , motor connection plate - 75 h.p. , motor connection plate - 100 h.p. , motor connection plate - 120 h.p. , motor connection plate - 60 h.p. , p.v.c. fan05 h.p. motor , do7.5 h.p. motor , do10 h.p. motor , do15 h.p. motor , do20 h.p. motor , do25 h.p. motor , do30 h.p. motor , do40 h.p. motor , do45 h.p. motor , do60 h.p. motor , do75 h.p. motor , do 100 h.p. motor , do 120 h.p. motor , do 250 h.p. motor , auxillary contact switch 1no+1nc jyoti make oil immersed startor- 100 hp. , timer et-100, 220 v/440 v, l & t make , sopper busbar flexible linc for 1500 kw alternator , f.n. type switch upper housing with fuse holder 125 amp. , f.n. type switch upper housing with fuse holder 250 amp. , f.n. type switch upper housing with fuse holder 400 amp. , m.c.b. , l&t /havels make 3 phase 25 amp. , m.c.b. , l&t /havels make 3 phase 50 amp. , m.c.b. , l&t /havels make 3 phase100 amp. , m.c.b. , l&t /havels make 3 phase125 amp. , m.c.b. , l&t /havels make 3 phase 400 amp. , star delta startor mn- 6 complete l&t , mushroom push button complete , mushroom push button element for above. , star coil 3ta-24, 415 v siemense make , insulating vanrnish re ( dr. beck) , thinner 205 (dr. beck) , push button for acb , overload relay 8-12.5 amp. , element 1 no+1nc , connection terminal plate for 250 h.p. motor. , archute for 3ta 24 contactor , connector elemex 35 mm , reverse & forword switch 16 amp., 415 volt , reverse & forword switch 32 amp., 415 volt , reverse & forword switch 63 amp., 415 volt , no volt 3 ta 28 siemense make , no volt 3 ta 24 siemense make , contactor type 3 ta- 22 , 415 volt. , spare kit for 3 ta- 22,415 volt. , magnet coil (no volt coil 3 ta 22, 440 volt.siemense make , magnet coil (no volt coil 3 ta 21, 440 volt.siemense make , magnet coil (no volt coil 3 ta16, 220 volt.siemense make , flate cable 35 sq. mm, 3 core , flate cable 50 sq. mm, 3 core , flate cable 15 sq. mm, 3 core , supply of mccb dth- 800 amp. l&t make , supply of mccb dth- 400 amp.(range 320 to 400 amp.) l&t make , supply of moving contact 630 amp. l&t make , mechanical bearing puller spinde siz- 12 mm, 3 legs( taparia) , mechanical bearing puller spinde siz- 16 mm, 3 legs( taparia) , gic make single phase preventor. , mcb channel k-type , led indicator voltage & ampere 60-500 v, 0-100 amp. with c.t. ,ripon make/decentair system make.

Central Government/Public Sector

TRN :49059714 | 29 May, 2025

Tender Value : 0

Perambalur - Tamil Nadu

Tender for supply of soap dish (stainless steel) for ac coachessoap dish (stainless steel) for ac coaches,soap dish (stainless steel) for ac coaches to drg. no. icf/std-6-3-011 alt. d/0 [ warra nty period: 30 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ] ] => limited

Related Searched Keywords : steel item

List of steel-item Tenders

Get steel item Tender Alert...

Related Searched Keywords : steel item

State Tenders »

City Tenders »

Keyword Tenders »

Sector Tenders »

Ownership Tenders »

Indian Segment

Browse Tenders

Global Segment

Others

Get in touch with us