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Government Departments

TRN :49019871 | 21 May, 2025

Tender Value : 8.47 Lacs

Agra - Uttar Pradesh

Tender for tender for repair work of zone-1 ward no. 16 ratanpura nagla vida community hall. - cleaning of the site for warkable etc. all complete. (non scheduled) 2 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) (dsr 2023 sh-4.1.10 ) 3 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:4 (1 cement : 4 coarse sand) (dsr 2023 sh-6.4.1 ) 4 brick work 7 cm thick with common burnt clay f.p.s. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (dsr 2023 sh-6.8 ) 5 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,taircases and spiral stair cases above plinth level up to floor fiveevel, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(dsr 2023 sh-5.3 ) 6 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(dsr 2023 sh-5.22.6) 7 centering and shuttering including strutting, propping etc. and removal of form work for :columns, piers, abutments, pillars, posts and struts(dsr 2023 sh-4.3.3 ) 8 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 9 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(dsr 2023 sh-10.1 ) 10 providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.fire retardant plywood conforming to is: 5509(dsr 2023 sh-9.126.2 ) 11 providing and fixing isi marked is:1341 m.s. pressed butt hinges bright finished with necessary screws etc. complete :)75x47x1.70 mm (dsr 2023 sh-9.55.3 ) 12 providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/ suede finish with high density protective surface layer and reverse side ofdhesive bonding quality conforming to is : 2046 type s including cost of adhesive of approved quality. 1.0 mm thick (dsr 2023 sh-9.127.2 ) 13 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre (dsr 2023 sh-13.41.1 ) 14 painting steel work with deluxe multi surface paint to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture(dsr 2023 sh-1021sub head : 13 finishing13.48.3 ) 15 providing & fixing white vitreous china water closet squatting pan (indian type) along with “s” or “p” trap including dismantling of old wc seat and “s” or “p” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of engineer-in charge. long pattern w.c pan of size 580x440 mm (dsr 2023 sh-14.80.1) 16 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require white vitreous china flat back wash basin size 450x 300 mm with single 15mm c.p. brass(dsr 2023 sh-17.7.7) 17 providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white pvc automatic flushing cistern, with fittings, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in c.p. brass) with waste fitting as per is: 2556, c.i. trap with outlet grating and other couplings in c.p. brass, including painting of fittings and cutting and making good the walls and floors wherever required(dsr 2023 sh-17.5.1 ) 18 providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white p.v.c. automatic flushing cistern, with fittings, standard size g.i./ pvc flush pipe for back and front flush with standard spreader pipes with fittings, g.i clamps and c.p. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required: single squatting plate with 5 litre p.v.c. automatic flushing cistern(dsr 2023 sh-17.6.1 ) 19 providing and laying flamed finish 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 :flamed finish granite stone slab jet black, cherry red, elite brown, cat eye or equivalent.(dsr 2023 sh-11.55.1 ) 20 providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to isi : 12701, colour of opaque white or as approved by engineer-in- charge. the rate includes making necessary holes for inlet, outlet & over flow pipes. the base support i/c fittings & fixtures for tank shall be paid separately 21 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge100 mm nominal size dia 22 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge150 mm nominal size dia 23 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply and all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one stepcpvc solvent cement and testing of joints complete as per direction of engineer in charge. internal work - exposed on wall 15 mm nominal dia pipes 24 providing and fixing ptmt bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms 25 providing and fixing ptmt stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms) 26 mirror of superior make glass 60x45 cm 27 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size of tile 600x600 mm 28 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, 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. 29 supply and fixing of light fitting switch board. (none sheduled) 30 supply and fixing wiring of light point. (none sheduled) 31 s/l/j of 20mm dia pvc cunduct pipe etc. all complete. 32 supply & fixing of wiring sub main. 33 supply & fixing of plug point 15mm. 34 lettering & painting of wall etc. all complete. 35 supply & fixing of 27watt. cfl etc. all complete. 36 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtrm.207.34+30.42 every 50 additonal meter 37 stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.38.1 8mm thick (mirror polished and machine cut edge) 7.38.1.1 granite stone of any colour and shade 38 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 39 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) :25 mm thick 40 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 41 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.) 42 stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (to be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :8.14.1 red sand stone - exposed face fine dressed with rough backingt 43 marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :raj nagar plain 44 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)(dsr 2023 sh-10.28 ) 45 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). (dsr 2023 s h) 46 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 47 sub total 48 add/deduction rs. for estimate figure amount match 49 grand total

Government Departments

TRN :49020859 | 21 May, 2025

Tender Value : 2.39 Lacs

Agra - Uttar Pradesh

Tender for tender for chhatta zone-1 room no. 27 work of laying rcc hume pipe from building number 11/109 to 11/196 near bagh muzaffar khan raj shri talkies - demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 2 removal of sludge, kankar, brick bats, organic or inorganic material in faul position or in liquid mud including lead 30m and 3.00 meter lift with specials t&p labour etc. all complete. 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) brick of class designation 7.5 in superstructure above plinth level upto floor v level in all shapes and size in cement morter 1:4(dsr 2023 s h 6.4.1 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 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). (dsr 2023 s h 4.1.3 ) 8 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.(dsr 2023 sh 15.60) 9 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia rcc pipes 10 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 11 sub total 12 add/deduction rs. for estimate figure amount match 13 grand total

Government Departments

TRN :49022269 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1, chhatta ward no. 27, bagh muzaffar khan, from saint john square to near garg homeo hall, hotmix road improvement work. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 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. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 8 providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatichermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 10 reflective raised pavement markers (cat eye/ road stud) supply and flxing of raised pavement marker with made of plastic body of rpimi road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-lmoact polystyrene) or acryloniilrile butadien styrene (abs) or any oiher suitable malerial approved by the engineer. the marker shall support aload of 13,635 kg tested in ccordance with astm d4280.the reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internaleflection of the lighl entring the lens face. lenses shall be mouled of methyl melhecrylate conforming io astm d78b of equivalent the slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each relro _reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & width shall not exceed 130 mm. the base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxynslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. the contractor shall submit a two year warranty for sal sfactory lleldeformance including stipulated retro-refleclance of the reflecting panel , to the engineer . ln addition a two year warranty foralisfactory infield perfonnance of the finished road marker shall also be given by lhe conlractor who carries out the work of fixing of reflective road ma*ers. ln case the markers are displaced , damaged . gel worn out or lose theireflectivity compared lo stipulated standards , the contractor would be reqlllred to replace allsuch markers within 15 days ofthe inlimation from the engineer. at his own cost the rate shall include all materlals, labour, t&p,ransportalion, insiallation and incidentals all complete as per direction of the engineer-in-charge 11 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 12 sub total 13 add/deduction rs. for estimate figure amount match 14 grand total

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 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. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 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. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 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.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 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). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, 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.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. 36 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 demolishing brick work 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. in cement mortar 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 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. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 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) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 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 well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 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 61 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 : 200x10 mm 62 providing and fixing aluminium sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

Government Departments

TRN :49026423 | 01 Jan, 0001

Tender Value : 0

Hazira - Gujarat

Tender for tender for structure dismentaling work at pwh_crm1 2000167357 10 10 10 dismantling of structure 200 to email : hitesh.prajapati@amns.in contact : name : hitesh prajapati item details : * scope of work for vendor: -dismantling existing structures as per requirement. -tools, tackles, grinding m/c etc. -supply of manpower with proper ppes -welding m/c, cutting set, cylinders. -consumables like welding electrodes, grinding wheels. -supervisor in contractor scope -job to be done as per instructions by line in-charge only. * scope of work- amns:- - essentials like electricity, water etc. - crane and hydra will be provided if required. - scaffolding or man lifter will be provided if required. - vehicle will be provided for scrap loading and disposal work. - specific penalty for safety violation and non-performance by vendor. specific penalty for nonperformance by vendor and must be cardinally measured. amns safety rule and regulation as per company policy: • all the persons working at height for exhaust pipe dismantling job should be healthy and medically fit and must be certified by the hospital(cnh). • all the workers have authorized work at height valid pass. • work should be started only after taking authorized work permit. • toolbox talk must be delivery before starting the job on daily basic. • use certified portable hand electric machine. • use certified lifting tools <(>&<)> tackles <(>&<)> it should be check before every use. • the person who is working at height should wear certified double lanyard full body harness (safety belt) <(>&<)> locked safety belt (both clamp) with lifeline. anchoring point must be check before every use. • use only certified two lanyards connected in a y configuration, which allows one lanyard to be attached to an anchor point while the second lanyard is being moved to a new anchor point, thus providing protection from falls at all times. • ensure that all persons are wearing safety helmet, safety shoe, safety goggles, face shield and cut resistance hand gloves, full body shock absorber double lanyard safety harness (for jobs above 4 metre height) / for job bellow 4 metre height full body double lanyard safety harness without shock absorber to be used. • work should be carried out in close supervision of competent supervisor. • the working at height job should be allowed in daytime only • while handling or shifting job of dismantle exhaust pipes with crane ensure that certified lifting belt are used <(>&<)> check the belt condition before every use. ensure exhaust pipes are lift in horizontal balance load condition <(>&<)> ensure guide rope are properly tied with bundles. • while fabrication activity ensure crane movement. crane movement must be restricted at working area when ever needed <(>&<)> for that working area must be barricade with danger tape <(>&<)> also manual stopper to be provided on both side of crane rail track minimum 8 meter away from page 2 of 2 arcelormittal nippon steel india pvt ltd am/ns hazira plant 27th km, surat-hazira road,,hazira,394270,gujarat,india gstin 24aaace1741p1zn pan aaace1741p cin u27100gj1976ftc013787 request for quotation number 6000133471 date 05.05.2025 submission date 13.05.2025 coll req no amns deals with oems directly. we are very well equipped in every way to import / buy our goods directly from oems from any part of the world in a professional manner. we also use the vast global networks of our parent companies where necessary. we do not welcome any contact from intermediaries or indian agents of vendors. we assure all oems that you do not need to engage anyone to manage your transactions with us.kindly respond to our rfqs and deal with our officials directly without involving any agents or intermediaries. offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. contact for this rfq mr. venkat sai taneeru contact email venkat.taneeru@amns.in materials / services please acknowledge receipt of the rfq and provide your best quote for below given rfq details. sr. no pr no. pr item rfq item services for line item quantity uom technical details other details working area. • while fabrication activity near dsl side, ensure dsl power supply must be cut off <(>&<)> for that lototo must be taken for isolation of dsl power supply. • while fabrication activity ensure that ground area should be barricade with danger tape to avoid unauthorized entry in work area • while scaffolding needed for work ensure that it must be certified <(>&<)> also ensure crane movement <(>&<)> if required crane movement must be restricted at scaffolding area. • the working area need to be cleaned to avoid the slipping hazards. • ensure gas cutting spark should not be fall on any electrical wires, trench cover <(>&<)> on any flammable material for that all wires /trench cover must be cover with fire blanket <(>&<)> all flammable materials should be removed from work area before starting the job. • ensure highly flammable material should not be store near working area <(>&<)> if any it should be removed immediately before starting the job. • always carry fe near workplace. • never transport cylinders with regulators and hose attached unless a proper trolley or carrier is used with locking chains. • ensure loose cylinder should not be kept at shop floor. • no oxygen or acetylene gas shall be used for pressure testing purpose. • no oxygen or acetylene gas shall be used for cleaning purposes. • always use red hose for acetylene and blue / black for oxygen, be careful to see they are never interchange. sop no:- amnsil/crm/pwh/19/sop/05 hirac no:- amnsil/crm/pwh/16.7/hirac/39

Government Departments

TRN :49027850 | 21 May, 2025

Tender Value : 8.40 Lacs

Agra - Uttar Pradesh

Tender for tender for road work by hotmix in zone-1 chhata room no.68 noorie darwaza lady loyal hospital. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 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. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 8 providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 sub total 10 add/deduction rs. for estimate figure amount match 11 grand total

Government Departments

TRN :49028111 | 21 May, 2025

Tender Value : 6.78 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1 ward no.-78 motiganj panja madrasa, floor repair work including drain in the street of former residence of smt. baby rani maurya ji. - demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(dsr 2023 sh 15.2.1) 2 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 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) (dsr 2023 sh-6.1.2 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge150 mm nominal size dia 8 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). (dsr 2023 s h 4.1.3 ) 9 providing and fixing glass strips in joints of terrazzo/ cement concrete floors. (dsr 2023 sh 11.13) 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.(dsr 2023 sh 15.60) 11 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtr 12 raising & re-fixing of manhole including all material labor t&p etc. all complete.(ns) 13 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 14 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 15 sub total 16 add/deduction rs. for estimate figure amount match 17 grand total

Central Government/Public Sector

TRN :49029198 | 01 Jan, 0001

Tender Value : 0

Asansol - West Bengal

Tender for auction sale of pl no. 98011625, sc. structural parts consisting of dismantled girders of 15ccr in cut pcs release bridge girder, sc. bridge channel sleeper [g.i], g.i cut mast of sorts, sc. portal cut pcs in different sort and sizes with nuts and bolts, sc. is mb 300 [off sizes], m.s channel, angle and other various structural parts in sorts and sizes broken and rusted condition. condition- cutting not allowed. hammering allowed. purchaser road crane allowed. please check special condition and detailed conditions / amendments / modifications if any in depot condition before bidding.

Central Government/Public Sector

TRN :49029343 | 01 Jan, 0001

Tender Value : 0

Gorakhpur - Uttar Pradesh

Tender for auction sale of scrap dg sets, enclosed in an ms body, with capacities of 7.5/12.5/15 kva and 1500 rpm, available from various manufacturers in either complete or dismantled condition. the total approximate weight is 1,850 kg. these sets are no longer suitable for railway use.location: - on the way to platform no. 2, beside the ramplbpl, dbn, gst-18%, tcs -1% , hsn code-840810, allocation-20714208

Central Government/Public Sector

TRN :49029349 | 01 Jan, 0001

Tender Value : 0

Gorakhpur - Uttar Pradesh

Tender for auction sale of scrap includes electric point machines, with covers, attached to motors and gearboxes, in complete, damaged, or dismantled condition, including nf attachments.location: - north west side of the steel yard beside roadlbpl, dbaw,gst-18%,tcs-1%, hsn-72045000, allocation-20714208

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