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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 :

corporations/Associations/Others

TRN :49023615 | 19 May, 2025

Tender Value : 4.27 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-22 ward no-02 housing development from dayasagar patel house to shivlochan prajapati house by drain and cc. - m-150 class brick work in 1:4 cement coarse sand. 2 12mm thick plaster in 1:4 cement coarse sand 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 4 construction of un-reinforced,construction joint only,plain cementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m-30 (grade), coarse and fine aggregates conforming to is: 383,maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film includinglevelling the formwork as per drawing), spreadingthe concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of construction joints, applying curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501. 5 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-284 ) 6 mild steel or iron in plain work such as rcc or r.b. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks.(s.i. no-504)

corporations/Associations/Others

TRN :49023795 | 19 May, 2025

Tender Value : 1.38 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-23 ward no-28 mahajari near bindki bus stop karbala work of expansion work. - dewatering of storm water with dewatering pump including fuel and operator. 2 disilting of nala under liquid mud in foul position. including lift 1.5m and lead up to 5.00 m etc all complete. as per annexure a 3 excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenches .as per s.i no 251 4 cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 including supply of all materials, labour, tools & plant etc required for proper completion of the work. s.i. no-281 5 m-150 class brick work in 1:4 cement coarse sand. 6 12mm thick plaster in 1:4 cement coarse sand 7 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-284 ) 8 mild steel or iron in plain work such as rcc or r.b. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks.(s.i. no-504)

State Government

TRN :49024279 | 14 May, 2025

Tender Value : 0

Firozabad - Uttar Pradesh

Tender for tender for repair work in government high school niyamatpur firozabad under alankar yojana - dismantling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of materials as directed by engineer-in-charge within a distance of 60 meters (200 feet) ch-17 -si no. 15 (705) 2 dismantling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, t&p etc. for proper completion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 cement and coarse sand of 1.25 fm mortar in super structure including necessary moulding and cutting of bricks as required including supply of all materials, labour and t&p etc. required for proper completion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in cement concrete 1:1.5:3(1cement:1.5 fine sand:3 graded brick aggregate 20 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 6 providing and laying in cement concrete 1:4:8 (1cement:4fine sand:8graded brick aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.m. and upto 5 sq.m. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.m. and upto 5 sq.m. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.m. and upto 5 sq.m. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick panes.ch-9 -si no. new(14) 11 mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. ch-10 -si no. 2, (503) 12 mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified 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.with out base concrete ch-14 -si no. 24 (11.41) same as above but for 600x600mm size. 14 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : ch-13 -si no. 18(14.1) (b) with cement mortar 1:4 (1cement: 4 coarse sand) 15 12 mm cement plaster 1:4 (1 cement and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. no extra for mixing any additive. (ch. 13 item no. 13.4 newly surface. 16 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no. 19.29 17 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no.662 18 providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. ch. 15 item no. 31-new 19 one priming coat & two coat oil distemper on new work including supply of all materials, labour, t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: white vitreous china wash basin size 630x450 mm with a pair of 15 mm c. p. brass pillar taps 24 supply & fixing of 11 cm (4) internal dia. pvc down pipes complete with rosehead, bends and gratings & including supply of necessary m.s. clamps 2.5cmx 3 mm1x 1/8) fixed to walls, with & includiug supply of 15cm (6) long 6 mm(1/4) dia. nails & including supply of all material labour and t&p etc. required for proper completion of the work & also including repair of plaster,pointing etc. if damaged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of maintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the departmental road roller if spare, shall be made available to the contructior at site @ rs. 2500 per day shall be made from contractors bell for idle period 3.payment of maintenance shall be made as per final execution of civil work wich may vary from the boq.

State Government

TRN :49025951 | 01 Jan, 0001

Tender Value : 0

Jharsuguda - Odisha

Tender for tender for supply of ceramic tiles and ceramic lined pipe bends elbows ceramic lined mill components for coal mill 660mw bowl mill

Central Government/Public Sector

TRN :49026177 | 17 May, 2025

Tender Value : 54.02 Lacs

Rae Bareli - Uttar Pradesh

Tender for bids are invited for custom bid for services - 200141543 ndt test mpi hardness fibroscopy dpt ut oxide scale measurement exfoliation of ss joints bends checking testing in boilers at ntpc unchahar 5x210 and 1x500 mw operation and maintenance power house / power plant total quantity :

corporations/Associations/Others

TRN :49026308 | 12 Jun, 2025

Tender Value : 15.38 Lacs

Kasimpur - Uttar Pradesh

Tender for tender for various works in bottom ash system and fly ash system of ash handling plant of unit#9 (250 mw) during overhauling of the unit#9 ‘d’tps,kasimpur, aligarh - bottom ash system: 2 replacement/repairing/servicing of grinding rolls of clinker grinder 3 replacement of shaft sleeve and nde/de bearing of clinker grinder 4 overhauling/servicing of feed gate cylinder 5 replacement of feed gate cylinder 6 replacement/repairing of fixing clamp & frame seal of feed gate 7 overhauling/repairing/servicing of feed gate 8 replacement/repairing of chamber seal of bottom ash hopper 9 cleaning of bottom ash hopper & seal trough 10 replacement/repairing of the sleeve joint coupling/ rubber gaskets of bottom ash lines 11 revisioning/ repairing/servicing of jet pump 12 revisioning/repairing of refractory cooling line 13 fly ash system: 14 replacement of the sleeve joint/split flange coupling/ rubber gaskets of fly ash lines 15 replacement/repairing of 200/250 nb c.i. tee 16 replacement/repairing of 200/250 nb 900 c.i. elbow 17 replacement/repairing of 200 nb 900 c.i./drc bend 18 overhauling/servicing of 200/250 nb fly ash valve 19 replacement of 200/250 nb fly ash line valve 20 replacement/repairing of 200 nb fly ash c.i. lines 21 overhauling/servicing of ash intake valve 22 replacement of ash intake valve 23 overhauling/servicing of air intake valve 24 replacement of air intake valve 25 turning of fly ash c.i. line by 1800 26 overhauling/servicing of air cylinder of ash intake valve/fly ash valve 27 revisioning of fluidizing pads 28 overhauling/servicing/repairing of collector tank

Government Departments

TRN :49026536 | 21 May, 2025

Tender Value : 8.36 Lacs

Agra - Uttar Pradesh

Tender for tender for flooring work by cc from bhuri singh residence to shanti niketan in shatrujeet nagar, chayli, tajganj zone room no. 64. - 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) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 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) 3 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 4 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) 5 cement plaster in fine sand: 12mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) 6 mechanical transport including loading, unloading and stacking. 7 reinforced cement concrete work in 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) 8 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. 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. (ns) 10 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 11 supply & fixing granite board 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 12 sub total (a) 13 add/deduction rs. for estimate figure amount match 14 grand total

Government Departments

TRN :49026541 | 21 May, 2025

Tender Value : 11.81 Lacs

Agra - Uttar Pradesh

Tender for tender for park construction work on the side of the drain in billochpura, zone-3, tajganj, room no. 63. - 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) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. dsr code no. 2.6.1 page no. 91 2 carriage of materials by mechanical transport including loading, unloading and stacking. dsr code no. 1.1.2 page no. 83 3 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 code no. 4.1.10 page no. 103 4 r.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (one part of cement, two part of coarse sand and four part of 2cm stone grit) in raft foundation and footing with 4cm. gauge apporved stone ballast supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. strength of the concrete shall not be less than m-150.(5-chapter pwd sch.no.287) 5 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 size derived from natural sources). dsr code no. 5.3 page no. 113 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 code no. 5.22.6 page no. 118 7 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) dsr code no. 6.1.1 page no. 127 8 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) dsr code no. 13.1.1 page no. 217 9 providing and applying white cement based putty of average thickness mm, of approved brand and manufacturer, over the plastered wall surface prepare the surface even and smooth complete dsr code no. 13.80 page no. 223 10 finishing walls with acrylic smooth exterior paint of required shade: 13.46.1 new work (two or more coat applied 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. dsr code no. 13.46 page no. 220 11 supply and fixing of ornamental and floral garden benches of cast iron side with 12 no. of m.s. tubular pipe of size 65x22 mm medium section with provision of grouting at all the four base ends bench ends suitably grinded for smooth surface finish and primer coated and deco painted with over all lendgth (150 cm, 70 cm, width and 80 cm. height having overall weight 72kg.) as per drawing and design. (none scheduled) 12 mild steel or iron work in heavy sizes such as trusses. built up gates record rack, roof work. gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. and their fixing required for proper completion of the work. (s.i. no. 503) 13 supply/fixing of black granite stone work display board. (ns) 14 sub total (a) 15 add/deduction rs. for estimate figure amount match 16 grand total

corporations/Associations/Others

TRN :49026548 | 27 May, 2025

Tender Value : 15.15 Lacs

Baghpat - Uttar Pradesh

Tender for tender for providing led street light network in dark zone at iidc baghpat. - supply & fixing 90 w led street light having die cast aluminium body and diffuser with driver set suitable for 90 watt confirming to ip 66 protection complete in all respect with surge protection device. minimum cat aa (crompton/philips with 5 year warrenty against defects,damaged & missing)make: cormpton/philips/bajaj/wipro. 2 supply & fixing steel tubular pole 9.50 metre long designated 410 sp-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. 3 s/f of street light junction box made of smc material complete with 4 way terminal block, cable gland etc. 4 s/f of 6 amp to 32 amp sp mcb (10ka) b curve 5 supply & fixing 32mm dia,1.20m long gi bend pipe with 02 nos. clamp of 50x6mm ms flat suitable for fixing street light on st pole including cost of men and t&p. 6 supply & fixing upsida logo plate(retro-reflective) on st pole including cost of clamp and nut & bolt as per design of e/i. 7 supply & fixing pole earthling of pole by inserting ms rod 20x2500mm in vertically ground level and connecting the pole with the help of 6 swg gi wire including cost of all material, men and t&p. in industrial area as per upsida/uppcl technical specification. 8 s/e of d clamps of 38mm x 6mm flat iron for wall/ roof type service bracket with bolts, nuts etc, complete in all respects including painting with aluminium paint 9 supply & fixing of 100 x 110 mm shackle insulator /100 x 80 mm pin insulator including g.i. bolts/ spindle nuts etc.complete in all respect.as pre uppwd sch. no. 621 10 supply, sagging & tensioning of 6 swg gi earth wire including cost of material, men and t&p 11 suppy,laying & drawing of3x1.5 sq mm pvc insulated copper cable for street/flood lights connection in existing pipe/surface/air as required including cost of material, men and t&p. (havells/polycab/grandlay) 12 supplying and laying of 25 sq.mm 3.5 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and on top complete in all respects. uppwd sch 510(j)-507 13 supply and laying of 16 sq mm 2 core aluminium conductor pvc insulated , armoured , served ,sheathed cable 1100 v grade in existing pipe/surface/pole etc.( havells/polycab/grandley) schedule 501©-507 14 supply & fixing of 25 sq. mm 3.5 core cable socket/lug with insulated tape in cable termination complete in all respect. 15 supply & fixing of 16 sq. mm 2 core cable socket/lug with insulated tape in cable termination complete in all respect. 16 supply & fixing of 25 sq. mm 3.5 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 17 supply & fixing of 16 sq. mm 2 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 18 providing & fixing 35mm x6mm g.i. earth strip on surface or in recess including cost of gi saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. 19 supply and fixing of ms/gi clamp as per design suitable for fixing shackle insulator, made out for 50x6mm m.s. flat including nut, bolt & washer.(for tun and t-points ) 20 supply , sagging & tensoning of overhead line with insulated acsr weasel conductor including binding etc complete in all respects. 21 supply,sagging,tensioning,jointing and binding of acsr weasel conductor including cost of aluminium tape binding wire and jointing sleeves complete in all respects including materiai,men an t&p for proper completion of work . 22 cleaning & spray painting of st bend pole and power st pole ( upto 7 mtr height in case of shut down) with one coat of red oxide primerand two coat of aliminium paint/pu paint as per direction of engineer incharge including cost of all material, men and hydraulic cran,other t&p ( burger/nerolac/asian mark) 23 painting letter ( pole no. ) 2.5 cmm up to 8.0 cm size complete on street light pole/panel/other electrical properties under upsida including cost of all material , men and t&p. uppwd civilsor sch item mno.817, ch-26 24 supply & fixing of 16 mtr high mast shaft of approved make with rising system hot dip glavanized inside & out sidedip,heavingpolesheetthickness3mm.topdia minium 150 mm, bottom dia 360 mmbase plate 32 mm thicksuitable forwindvelocity asperis 875part 3& havingnocircumferentialweld,withaccessoriesfor highmastsuchasheadframesuitablefor6to12 luminaries&its controlgearboxes 1.5hppowertool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch,including making suitable foundationaspermanufaturedrawing/sitereuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. (bajaj/philips/wipro/crompton/bp & approved make in uppwd) all respect (bajaj/philips/wipro/bp & approved make in ppwd) with upsida acrylic glow shine prescribed logo 25 supply & fixing of factory wired integral 200 w led flood light luminaries with die cast aluminium housing built with driver set confirming to ip 66 protection complete in all respect, cat.-aa (bajaj/philips/wipro/crompton/approved make in uppwd) with labour. 26 supply and fixing 25a tpn capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering insteument & instrument box with cts etc. complete in all respect. (with labour) 27 supply and wiring of submain with 2 number 2.5 sqmm frlsh pvc insulated single core multistranded copper conductor cable in existing conduit complete in all respects complete. 28 supplying and laying of 16 sq.mm 4 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v on serface the cable run shall be fixed on ms clamps etc of suitable size or as directed by the e.i. grade at a complete in all respects cable laying in existing pipe. (havells/polycab/grandley) 29 supply & laying of 63 mm hdpe pipe isi marked along with all accessories like socket, bend, couple etc. confirming to is 14930 part il complete with fitting and cutting jointing etc direct in grownd 75 cm below ground level including excavition and refilling the trench but excluding sand cushining and protective covering etc. 30 supply & fixing of 16 sq. mm 4 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 31 supply & fixing of 16 sq. mm size pin or plan type copper tin plated socket/lug to cable leads with insulated tape and making connection to point complete in all respect. 32 supply & fixing of 50 mm dia gi pipe b class for climbing up the cable from ground to over head line lt pole complete with gl fitting including material, labour and t&p as per upsidc sch item no. 25a. 1(ls 6.0 mtr for each hm) 33 supply and laying of 32mm x6mm g.i. earth strip from earth electroded directly in the ground level as required on surface or in recess including cost of gl saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. (5m for each) 34 s/b of 40 mm dia x 4.5 mtr. long g.i. pipe vertically for earthing having 12 mm dia. holes spaced 75 mm apart drilled upto 2 mtr, from the bottom complete with earthing lead of no.6 to 8 swg gi wire in g.i.pipe upto appron upto switch board 30 cm square box with hinged cover masonary enclosure. funnel of top, alternate layers of charcoal and salt at least 150 mm thick alround etc. as per direction e/i complete in all respect as per drawing uppwd sch. no. 701 35 supply & erection of stay set at 3.5 metres away from the pole complete with galvanised 19 mm dia x1.80 metre long stay rod, 30 cm x 30 x 6.3 mm anchor plate, thimble stay clamps, stay insulator, 19 mm 600 mm double screw tightener, 7/3.5 mm g.i. stay wire etc. in 1:3:6 cement concrete complete in all respect. 36 supply & fixing of led light strip with driver on street light pole at central verge road no. 1 &2 including cost work t&p men and material complete in all respect. the led strip should be in tri colour as red, white and green (each colour 6 mtr.respectively.) with 01 year warranty against defects/damage/missing. 37 supply and wiring of sub main with 02 nos.of 2.5 sq.mm frlsh pvc insulated 1100 v grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and t&p required for proper completion of work as directed e/i 38 fabrication, supply and fixing of work information board in m.s. frame made by 50mm dia square pipe of stainless steel grade ss-304 & 16 mm thick base plate with back supporting of bracing by ms flat of 25x6mm and 2.85 mtr long supporting leg made from 65mm pipe ss-304 grade with proper grouting arrangement. the board should be retro reflective type in green color with white letters as required and shall be fixed at a height of 1.2 meter from ground by providing 0.45x0.45x0.60 mtr cement concrete stone pad as per drawing enclosed.the borad should be installed within 07 day of signing of contract boand.)

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