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Central Government And Public Sector

TRN :49019311 | 01 Jan, 0001

Tender Value : 0

Patna - Bihar

Tender for corrigendum tender for external structural repairing i/e staircase portion of block -a & misc. civil works in qtr. no-04(t-1) at bsnl campus purandarpur, patna-2nd call.

Government Departments

TRN :49021216 | 14 May, 2025

Tender Value : 29.76 Lacs

Mirzapur - Uttar Pradesh

Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 2 earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil as per si.no. 2.8.1 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)above plinth lvl as si no-5.2.2 10 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). above plinth lvl as si no-5.3 12 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 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 as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3

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 :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

State Government

TRN :34436738 | 14 May, 2025

Tender Value : 40.66 Lacs

New Delhi - Delhi

Tender for sub head repairs and upgradation of staircase and common spaces of a and b block, 12 block tilak nagar. name of work mla lad funds

State Government

TRN :34437330 | 14 May, 2025

Tender Value : 45.12 Lacs

New Delhi - Delhi

Tender for repairs and upgradation of staircase and common spaces of e block tilak vihar. name of work mla lad fund recall tender

State Government

TRN :49019580 | 14 May, 2025

Tender Value : 7.89 Lacs

Mohali - Punjab

Tender for tender for misc civil works in the campus; 1 supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. 2 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 3 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - all work up to plinth level : 5 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 6 centering and shuttering including strutting, propping etc. and removalof form for 7 foundations, footings, bases of columns, etc. for mass concrete 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 9 thermo-mechanically treated bars of grade fe-500d or more. 10 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: 11 cement mortar 1:6 (1 cement : 6 coarse sand) 12 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. 13 600x600 mm 14 12 mm cement plaster of mix : 15 1:6 (1 cement: 6 fine sand) 16 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. 17 distempering with 1st quality acrylic distemper (ready mixed) having voc (volatile organic compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 18 old work (one or more coats) 19 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 21 one or more coats on old work 22 supplying and stacking at site. 23 good earth 24 taking out existing cc interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of engineer-in-charge. 25 laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of engineer in-charge. (old cc paver blocks shall be supplied by the departmentfree of cost).

State Government

TRN :49019630 | 13 May, 2025

Tender Value : 18.00 Lacs

Kaushambi - Uttar Pradesh

Tender for tender for painting and repair work in treasury manjhanpur - demolishing brick work manually/ by mechanical means including stacking of serviceablematerial and disposal of unserviceable material within 50 metres lead as per direction ofengineer-in-charge. 2 dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and falseceiling including disposal of un service able surplus material and stacking ofservice able material with in 50 meters lead as directed by engineer- in -charge. 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 : 4 providing and fixing 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 : 9.7.1 second class teak wood 5 12mm cement plaster of mix 1:6 ( 1cement: 6 coarse sand ) 6 providing and laying vitrified floor tiles in different sizes of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement etc.complete. 7 removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete 8 providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. 9 wall painting with premium acrylic emulsion paint of interior grade 10 providing and fixing brass bib cock of approved quility of 20mm dia complete 11 providing and fixing consealedstop cock of approved quility of 20mm dia complete 12 providing and fixing white vitreous china pedastal typewater closet with isi marked solid plastic seat and lid complete 13 providing and fixing automatic sensor based urinal systemhindware senso art sensor as per avilablity in market as per direction of e/i 14 providing and fixing hidware floracommode complete set per avilablity in market as per direction of e/i 15 providing and fixing counter top wash hand basinper avilablity in market ( jaquar or equivalent ) as per direction of e/i 16 providing and fixing shower of approved quility of 15 mm dia complete 17 providing and fixing mirror of supirior glass of approved quility and required shape complete 18 providing and fixing low lavel flushing cistern with mannualy controlled device 10 l capasity. 19 supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 5 / 6 amp. 20 providing and fixing mcb as per avilablity in market as per direction of e/i 21 providing and fixing led tube light as per avilablity in market as per direction of e/i 22 providing and fixing exhaust fan as per avilablity in marketas per direction of e/i 23 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i/c cuttingand making good the walls etc.internal work - exposed on wall18.10.2 20 mm dia nominal bore 24 providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 25 providing and fixing gate valve of approved quility 26 providing plumbing work by technician/ plumber 27 providing window repairing work by technician/ fiter grade 1 28 electrification work in wall panneling as per direction of e/i 29 providing wooden work repairing by carpenter 2nd class 30 providing cleaning work by beldar 31 providing colornest roller blinds polyster curtains for windows and fixing of intirior work on existing window as per direction of e/i 32 providing and fixing in wall panelling in single layer exterior grade hdhmr boards of action tesa & equivalent recommended gradingstreated for fungal/borer/termite resistance and calibrated for high moisture resistance as per grade-1, is-12406-2003 and also ecomarked labelled by isi for enviournment friendly with density 850 kg/cum (5% variation)] to existing frame/base/wall ) and top layer with action tesa ac3 8mm hdf laminated plank(880kg/m3) using fully threaded csk phillips headed s.s. screws of required sizes and headless nails, glue etc. (to secure top decorative layer on the base layer)wherever recommended all complete as per direction of the engineer-in-charge. 33 steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required 34 providing & fixing glow sign bord for double lock hall as per direction of e/i 35 granite stone slab of colour black or other 8.2.2.1 area of slab upto 0.50 sqm 36 providing & fixing soap dispensor as per direction of e/i 37 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, all complete as per direction of engineer-in-charge. 14.1.1 with cement mortar 1:4 (1 cement : 4 fine sand

Government Departments

TRN :49019865 | 13 May, 2025

Tender Value : 0

Hathras - Uttar Pradesh

Tender for tender for the work of changes of damaged xlpe cable, poles & lines in m & r scheme which fallen due to different reason under edd-ii hathras - safe carriage of following material from electricty store center hathras to pit site of work through the kacha and pakka road includingloading and unloading at the respective ends including the cost of arrangement of labour, t&p, etc. which required for proper completion of work.(distance 00-50 kms.) 2 8.5 mtr. long pcc poles. 3 9/11 mtr. s.t. poles 4 11 kv x-arms, weasal conductor, g.i wire,disc insulators, pin insulators, clamps and otherrequired line material, if any. 5 11 kv xlpe cable 6 replacement of damaged 8.5 mtr. long pcc pole by digging of pits in kharanja/mettalic road and dismantling of all 11kv/lt accessories from the existing / damaged pole and errection of single new pole including fixing of all accessories with grouting. 7 replacement of damaged 9/11 mtr.long st pole by digging of pits in kharanja/mettalic road and dismantling of all 11kv/33 kv accessories from the existing / damaged pole and errection of single newstp pole including fixing of all accessories with grouting. 8 replacement offollowing damaged accessories in 11 kv /ltline - 9 11 kv x-arms, 11 kv pin insulators with pin &nut &bolt , f clamp 10 11 kv disc insulator with fiting 11 fixing of t. channel 12 errection and grouting of stays complete as per respo norms and as per direction of supervising engineer with grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost. 13 laying, sagging and stringing and nozzling / binding etc. ofnew &old acsr weasal conductor / giin 11 kv / lt lines as per respo manual and as per direction of supervising engineer. 14 acsr weasel conductor 15 acsr dog / racoon conductor 16 laying of xlpe cableas per direction of supervising engineer 17 digging of proper size of pit for following work of damaged steel support with the provision of temporary support :-then reinforcement of steel support by welding of 04 nos. 2 feet long m.s. angle iron of 50x50x6 mm. at equal distance around each pole & also welding of these angle iron with each other by providing m.s. flat of size 35x6 mm. in round. 18 construction of round plinth around the s.t. poles / rs joists / rails will be done with cement, sand and concrete in 1:3:6 ratio of size 450 mm. dia & 600 mm height (300 mm. under the ground + 300 mm. the ground). the plinth should be plastered with ½ inch thick cement and sand of ratio 1:4 & taper rounding the upper most part of the plinth. the rate will include all cost of material, labour and t&p etc. for completion of the above work which will be provided by the contractor at his own cost.

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

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