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

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Government Departments

TRN :49058680 | 13 May, 2025

Tender Value : 0

Bhubaneswar - Odisha

Tender for tender for grant of mining lease for iron ore & manganese mineral.

Central Government/Public Sector

TRN :49058845 | 19 May, 2025

Tender Value : 0

Izzatnagar - Uttar Pradesh

Tender for supply of tab/cap. ferrous ascorbate and folic acid(each tab./cap. contains ferrous ascorbate eq. to elemental iron 100 mg with folic acid 1.5 mg packed in pvc / silver foil strip)tab/cap. ferrous ascorbate and folic acid(each tab./cap. contains ferrous ascorbate eq. to elemental iron 100 mg with folic acid 1.5 mg packed in pvc / silver foil strip),tab/cap. ferrous ascorbate and folic acid(each tab./cap. contains ferrous ascorbate eq. to elemental iron 100 mg with folic acid 1.5 mg packed in pvc / silver foil strip) ] divisional rly. hospital- bsb, 30000.00 numbers divisional rly. hospital- ljn, 19005.00 numbers => limited

State Government

TRN :49058846 | 15 May, 2025

Tender Value : 1.32 Crore

Sambhal - Uttar Pradesh

Tender for tender for pole shifting work on pathakpur-faridpur-kailadevi shakarpur road (odr) in sambhal district - cost ofpccpole 8.5 mtr long 2 cost ofst pole 9.0 mtr long 3 st pol-11 mt long 4 stp pol 13 mte long (33 kv) 5 33 kv disc insulator with fitting 6 33 kv pininsulator with nut 7 33 kv cross arm v-type 8 33 kv jointing kit (out door 33 kv) 9 11 kv jointimg kit (3x 185 sq mm)(streight through) 10 11 kv x armv-type 100x50x6 mm 11 11 kv pin insulator with pin as per annexure 16 (s.no.15+16)) 12 11kv dishinsulator with fitting 13 cost of earthing complete . 14 11 kv stay set(16x 1800) complete 15 concrete of pole. 16 cross arm holding clamp . 17 holding clamp double pole 18 xlpe cable 3.5 x400 sq mmfor lt line 19 11 kv xlpe cable 3x 185sq mm 20 abc cable(3x50+1x35+1x16)sq.mm. 21 dead end clamp 22 eye hook with clamp 23 concreting of stay 24 cost of m.st-offchannel 25 top channel 26 dropper channel 27 m.s angle 75x75x6x2028 mm 28 f-clamp 29 stone pad 300x300x75 mm 30 cost of 11 kv disc insulator with fitting for carring (s.no.7+8) 31 acsr rabbit conductors 32 acsr dogconductors 33 ms angle cross bracing 34 11 kv e-bracket 35 11 kv f-bracket 36 suspenstin clamp 37 db box 3 phase 38 gi pipe dia 6 inchdia 39 gi wire 10swg 40 m.s angle 65x65x6 mm for gaurding cross arm 41 eye bolt 42 nut & bolt all size 43 danger board with clamp 44 l.t insulator 45 l.t clamp 46 aluminium paint 47 red oxide paint 48 labour charge & errection charges @ 20% 49 dismentling labour cost ofper spen line abc cable 50 dismentling labour cost ofper spen line acsr & gi wire 51 dismentling labour cost ofpcc pole 52 cartage of acsr conductor from site to stor 53 cartage of meltable iron & gi wire scrap from site to stor 54 open of winding of conductor from insulator and making bundle of conductor. 55 opening of ab cable from pole and making bundle single phase and three phase

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)

State Government

TRN :49059485 | 31 May, 2025

Tender Value : 70.47 Lacs

Vrindavan - Uttar Pradesh

Tender for tender for construction of rotary at different nodes-1, 2, 3 and 4 at vrindavan yojna, lucknow. - bituminous workdismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification clause 202. 2 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical meansincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specificationno. 502 (5.1)and as per dierction of the engineer in charge. 3 providing & laying dense graded bituminous macadam with hot mix 100-120 tph hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@ 4.0 to 4.5 % weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 (vg-30) 4 providing & applying tack coat with bitumen vg-10using bitumen pressure distributor at the rate of 0.35kg/sqm on theprepared bituminous/granular surface cleaned with mechanical broomincluding supply of all materials, labour t&p etc. required for proper completion of the work as per mort&h specification and as per dierction of the engineer in charge. 5 providing & laying bituminous concrete 30 mm withhigher capacitybatch type hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@5.4% weight of total mix and fillertransporting the hot mix to work site, laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of mort & h section-507 6 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. the finished surface to be level, uniform and free from streaks and holes. 7 supply and fixing of pavement marker (cat eye) type x - astmd - 4956 - 04 avey dennison / 3 - m (usa make) consisting of asa plastic housing fitted with lightly adherent ploting compound. the housing cell contain prismatic two glass covered presmatic reflective fase to reflect incident light. (rpm with shank as per astm. dar 8.35 8 supply and fixing of monument forrotary including supply of all materials labourt & petc. required for proper complition of the work and as per direction by e/i. (m. r.) 9 retro-reflectivesheeting type-iv with 4 mm thick acm double side:providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc-67:2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.3.7 the sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat. solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting confirming to astm d4958-09 shall be pressure fixed. the retro reflective sheeling shall be lested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international government laboratory/ iristitute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad. aternatively, a certificate conforming to astm specification (d) 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally, in such a situation, the employer/client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per irc 67:2012 & proof of the same report shall be uploaded which quoting tender. the rate shall include all materiais, labour, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge. uppwd sor 2020-21 ch-26 s.i. no. 11 ref mort&h-801 10 providing and laying of trapezoidal hump/table top speed breaker as per drawing/design including all material, labour, t&p etc complete as per direction of e/i. 11 circular rotary and triangular islandearth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm.on plan including getting out and disposal of excavated earth upto 50m and lift upto1.5m as directed by e/i. (uppwd sor s.i. no. ch.-7 s.l.-1 ref. dar 2.6.1)0.30m and above 12 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement, 4 coarse sand and 8 graded stone agreegate 40mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.8) 13 centering and shuttering including strutting, propping etc. and removal of form work for: foundations, footings, bases for columns(uppwd sor chap- 8, si no 3, ref to dar 4.3.1) 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:1.5:3 (1 cement, 1.5 coarse sand and 3 graded stone agreegate 20mm nominal size). (uppwd sor chap- 8, si no 1, ref to dar 4.1.2) 15 m.s.iron work in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessory including bending for proper completion of the work. and including supply of steel its wastage bend hooks and authorised overlapping shall be measured. 16 finishing wall 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 )(apex ultima weather coat all guard ) asian, berger also including providing and applying white cement based putty of averge thickness 1 mm of approved brand over the plasterd surface to prepare thesurface even and smooth complete as per direction by e/i. 17 providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ivc fixing the railing with necessary accessories & stainless steel dash fasteners stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 18 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. (uppwd sor s.l. no. 4 ref dar 2.25) 19 providing and laying of interlocking concrete block pavement having thickness 80mm as per drwaing and technical specification clause-1504 including earth work in excavation of required depth and width, providing, laying and compacting of w.m.m. and local sand for cussion of tiles etc also including supply of all material, labour, t&p etc complete.

Trust

TRN :49059486 | 21 May, 2025

Tender Value : 7.80 Lacs

Tiruchendur - Tamil Nadu

Tender for tender for construction of a shed for storing chariots in the temple premises using temple iron and sheet materials.

Trust

TRN :49059493 | 21 May, 2025

Tender Value : 1.15 Lacs

Tiruchendur - Tamil Nadu

Tender for tender for construction of a canopy using temple iron and sheet materials near the sub-temple of nazareth, arulmigu shakthi vinayagar temple, madapalli, in the dakshinamoorthy shrine area and in the temple front area.

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TRN :49059499 | 21 May, 2025

Tender Value : 3.25 Lacs

Tiruchendur - Tamil Nadu

Tender for tender for construction of a protective shed using temple iron and sheet materials to protect the 500 kva 2-in-1, 750 kva 2-in-1 generators and diesel tanks operating in the temple power plant area.

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Tender for tender for grant of mining lease for iron ore & manganese mineral.

Tender for tender for construction of a shed for storing chariots in the temple premises using temple iron and sheet materials.

Tender for tender for construction of a canopy using temple iron and sheet materials near the sub-temple of nazareth, arulmigu shakthi vinayagar temple, madapalli, in the dakshinamoorthy shrine area and in the temple front area.

Tender for tender for construction of a protective shed using temple iron and sheet materials to protect the 500 kva 2-in-1, 750 kva 2-in-1 generators and diesel tanks operating in the temple power plant area.

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Related Searched Keywords : iron

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