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TRN :22162060 | 22 Oct, 2021

Tender Value : 2.00 Lacs

Bulandshahr - Uttar Pradesh

Tender for carriage of fallowings from esc. bsr to pit site on kachcha pacaa road including loading and unloading chagres at both ends, rcquricd for proper completion of work, distance about to 80 kms. pcc/stp from e.s.c bulandshahr to site. carriage of all line material from store to j.e store sub station as acsr weasel conductor, abc conductor gi wire, earth wire. m.s. chanel, angle, stay & earthig rods, barbed wire. disc insulator etc. erection of single support including complete 1 it fittings as per respo manual and as per direction of engineer in charge including the cost of labour, t&p and carrier etc. required for proper completion of work. grouting of single support shall be grouted with cement, sand and birck ballast/stone ballast in ratio 1:4:8 30x3030 cms. including the cost of cement, sand, birck ballast/stone ballast, etc. as per actual size requirement, as per respo manual and as per direction of engineer in charge including the cost of labour, t&p and carrier etc. required for proper completion of work. carriage of all line material from store to j.e store sub station as acsr weasel conductor, abc conductor gi wire, earth wire. m.s. chanel, angle, stay & earthig rods, barbed wire. disc insulator etc laying, sagging. stringing and binding and jumpering of acsr weasel conductor on the newly erected pole as per respo manual and as per direction of supervising engineer. it includes the cost of labour, t&p, carrier etc. requried for proper completion of work. fixing of stay rod with stay wire in proper way with nozelling. grouting of stay rods . guarding of 11 k v line at road crossing by laying 3 nos. gl wire of size 6/10 swg parallel and fixing of lacings tilli at a distance at 1.5 mlrs as per direction of supervising engineer/respo mannual it. includes the cost of labour, t&p carrier etc. required lor proper completing of work. resagging of loose and bad sag of l.t./h.t. line. chopping of tree branches.. tightening of stay grouting of pcc/stp pole old

State Government

TRN :22140616 | 26 Oct, 2021

Tender Value : 12.66 Lacs

Chittoor - Andhra Pradesh

Tender for arresting roof leakages in total area of control house with 5 layer roof guarding chemical coatings and anti-corrosive paint to rusted rods of slab, micro concreting on ceiling patches, grouting with crystallization at major leaking places of slab, repairs and renovation works to the plcc room and other miscellaneous works which are connected to the roof leakage works at 220kvss, renigunta

State Government

TRN :22130840 | 20 Oct, 2021

Tender Value : 70.92 Lacs

Lucknow - Uttar Pradesh

Tender for remaining civil and other works related to a-2 tower of panchsheel residential project located in gomti nagar yojna phase 2 option block 3 mild steel or iron work in heavy size such as trusses, build up gates, door frames, record racks, roof work, gates etc wrought to required from including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work. sor - 503 r.c.c. work with cement approved coarse sand and 2 cm. gauge approved stone ballast in the proportion of 1:1.5:3 for wall excluding supply of reinforcement and its binding 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 and t & p etc. required for proper completion of the work. binding wire cost being included in the item. sor - 285 r.c.c. work with cement approved coarse sand and 2 cm. gauge approved stone ballast in the proportion of 1:1.5:3 for raft excluding supply of reinforcement and its binding 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 and t & p etc. required for proper completion of the work. binding wire cost being included in the item. sor-287 r.c.c. work with cement approved coarse sand and 2 cm. gauge approved stone ballast in the proportion of 1:1.5:3 for slab excluding supply of reinforcement and its binding 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 and t & p etc. required for proper completion of the work. binding wire cost being included in the item. sor-284 mild steel or iron in plain work such as reinforced concrete or reinforced brick workwhen not included in overall rates wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. sor - 504 providing and laying cement concrete 1:4:8 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size including supply of all materials. labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. sor-281 grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade0.10 kg of hardener and 0.20 kg of resin per kg, including filling / grouting and finishing complete as per direction of engineer-in-charge. 11.48.2 size of tile 600x600 mmk vol-1 dsr -2018 11.48.2 dismantling roof concrete and including stacking dismantled materials as directed by engineer-in-charge with in a distance of 60 mt. 200 feet pwd - 2019 s.i no- 696 supply of p.v.c. pipe 75 mm dia 6 kg. pressure i.s.i mark. pwd - 2019 chapter-1 s.i no- 1733 supply of p.v.c. pipe 110 mm dia 6 kg. pressure i.s.i mark. pwd - 2019 chapter-1 s.i no- 1731 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. dsr-2018 vol-1 9.21.2 providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :shutters using galvanized m.s. wire with isi marked stainless steel butt hinges of required sizek second class teak wood. dsr-2018 vol-1 9.27.1.2 providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to is : 14616 and tads 15:2001 part b, fixing with butt hinges of required size with necessary screws, all complete as per directions of engineer- in-charge and panelling with panels of : 12 mm thick plain grade -1, medium density flat pressed three layer particle board fpt - i or graded wood particle board fpt- i, is : 3087 marked, bonded with bwp type synthetic resin adhesive as per is : 848 : dsr-2018 vol-1 9.6.1 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 : 250 x 16mm dsr-2018 vol-1 9.96.2 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 : 250 x 10 mm dsr-2018 vol-1 9.97.2 providing and fixing water gloset squatting pan indian type wc pan with 100 mm sand cost iron p or s trap 10 ltr low level white pvc flusing cistan including flush pipe with manualy controled device handle lever conforming to is : 7231 with all fitting and fixers complete including cutting and making good the walls and floors wherever required . white vitreous china orissa pattern wc pan of size 580 x 440 mm with integiral tile foot rests. pwd sor chapter -22 s.no.-3 white glazed earthen ware european type w.c. pan 505 mm dia with seat cover jaquar essco, cera, hindware pwd sor-2019 chapter -22 s.n-3 supply and fixing of c.p brass health faucet with two way bib cock including with lead isi mark/ess jaguar 041 + 0563, ess trend series chapter - 1 s.no. 20c supply and fixing brass bib-cock 20 mm dia dsr - 1340 supply and fixing brass bib-cock 15 mm dia dsr - 1339 supply and fixing ptmt pillar cock fancy 15 mm foam flow jaguar, 021, ess trend series. chapter-21 s.no. - 57 supply and fixing ptmt soap dish/holder 138x102x75 mm dsr - 7509 jaguar, 1131, ess trend series 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 dsr-2018 vol-1 11.26.1 supply of p.v.c band 75 mm dia. pwd sor chapter -1 s.n-1735 supply of p.v.c band 100 mm dia. pwd sor chapter -1 s.n-1734 supply of p.v.c socket 75 mm dia. pwd sor chapter -1 s.n-1738 supply of p.v.c socket 100 mm dia. pwd sor chapter -1 s.n-1737 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm asket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per proved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers. weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately three track three panels sliding window with fly proof s.s wire mesh two nos. glazed & one no. wire mesh panels made of big series frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. area of window above 1.75 sqm. dsr vol - 1 9.147d.4 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 dsr-2018 vol-2 14.5.2 providing and fixing zinc alloyed white powder coated touch lock for upvc sliding window with necessary screws etc. complete. dsr-2018 vol-1 9.150 supply and fixing door handle with screw 150 mm in all complete work. sor -2019 chapter-1 10 2 providing and laying of hot applied thermoplastic compound 2.5 mm. thick including reflect rising glass beads @ 250 gms per sqm. area thickness of 2.5 mm. in exclusive of surface applied glass beads as per irc: 35 the finished surface to be level, uniform and free from streaks and holes. earth work in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 m. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.50m lifts and 30m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineer-in-charge, including the cost of royalty of earth. uppwd sor- 253 cartage of earth up to 12 k.m. distance all copmlete. sor - 2319a providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. this layer will be allowed to air cure for 4 hours. b second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes reparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. dsr-2018 vol-2 22.5 door stoper aluminium. up pwd sor chapter-1 s.no. 8d providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the rcc structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 5 parts integral crystalline slurry : 2 parts water for vertical surfaces and 3 : 1 3 parts integral crystalline slurry : 1 part water for horizontal surfaces and applying the same from negative internal side with the help of synthetic fiber brush. the material shall meet the requirements as specified in aci- 212-3r-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per din 1048 and resistant to 16 bar hydrostatic pressure on negative side. the crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. the product performance shall carry guarantee for 10 years against any leakage. for horizontal surface one coat @1.10 kg per sqm. dsr-2018 vol- 2 22.23.2 providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the rcc structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 5 parts integral crystalline slurry : 2 parts water for vertical surfaces and 3 : 1 3 parts integral crystalline slurry : 1 part water for horizontal surfaces and applying the same from negative internal side with the help of synthetic fiber brush. the material shall meet the requirements as specified in aci- 212-3r-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per din 1048 and resistant to 16 bar hydrostatic pressure on negative side. the crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. the product performance shall carry guarantee for 10 years against any leakage.for vertical surface two coats @ 0.70 kg per sqm dsr-2018 vol- 2 22.23.1 excavation in foundation in ordinary soil loam clay or sand including lift up to 1.5 meter 5 ft. and lead up to 30 m 100 ft and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m 100 ft from the foundation trenches. si no - 251 upto 0.00 m to 1.5 m upto 1.50 m to .300 m providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granit work dsr-2018 vol-1 8.3.2 providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. marble work dsr-2018 vol-1 8.3.1 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 : udaipur green marble dsr-2018 vol-1 11.23.5 enggagment of carpenter in complete work. enggagment of beldar in complete work. enggagment of plumber in complete work.

State Government

TRN :22107962 | 20 Oct, 2021

Tender Value : 1.37 Crore

Lucknow - Uttar Pradesh

Tender for mild steel or iron work in heavy size such as trusses, build up gates, door frames, record racks, roof work, gates etc wrought to required from including drilling holes, rivetting or welding where necessary and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work. sor - 503 wall painting with plastic emulsion paint of approved brand ad manufacture to give an even shade : two or more coats on a new work ist quality royal, silk asian, berger s. no-14 13.60.1 providing and fixing 1st quality ceramic glazed floor 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. vol-1 dsr -2018 11.37a painting roofs or other iron work in large area with one coat of ready mixed priming paint with two coat of approved paint antisol including supply of all materials, labour and t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950 cost of area of 650 sq.ft. sor 644 + 645 excavation in foundation in ordinary soil loam clay or sand including lift up to 1.5 meter 5 ft. and lead up to 30 m 100 ft and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m 100 ft from the foundation trenches. si no - 251 cartage of earth up to 12 k.m. distance all copmlete. sor - 2319a 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-iii:8 graded stone aggregate 40 mm nominal size pwd sor 20-21 s.n. 4.1.8 providing and laying in position ready mixed m-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of r.m.c. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per is : 9103 to accelerate/ retard setting of concrete, improve orkability without impairing strength and durability as per direction of the engineer -in - charge. note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately. all works above plinth level upto floor v level pwd sor 20-21 5.37.2 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and strutse pwd sor 20-21 s.n.- 5.9.6 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers pwd sor 20-21 s.n.- 5.9.5 centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform pwd sor 20-21 s.n.- 5.9.3 centering and shuttering including strutting, propping etc. and removal of form for : walls any thickness including attached pilasters, butteresses, plinth and string courses etc pwd sor 20-21 s.n.- 5.9.2 mild steel or iron in plain work such as reinforced concrete or reinforced brick workwhen not included in overall rates wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. sor - 504 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. pwd sor 2021- s.n. 13.80 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 apex ultima, weather coat all quard asian, berger.pwd sor 20-21 s.n.13.47.1 dismantling roof concrete and including stacking dismantled materials as directed by engineer-in-charge with in a distance of 60 mt. 200 feet pwd - 2019 s.i no- 696 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 : 3 graded stone aggregate 20 mm nominal size pwd sor 20-21 s.n.-5.1.1 centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete pwd sor 20-21 s.n.- 5.9.1 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 pwd sor 20-21 6.1.1 providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm asket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per proved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers. cont ..... weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately providing and fixing factory made upvc white colour sliding glazed window upto 1.50 m in height dimension cont... comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length shape & size according to upvc profile, appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy white powder coated touch locks with hook, zinc alloy body with single nylon rollers weight bearing capacity to be 40 kg, g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of engineer-in-charge. single / double glass panes, wire mesh and silicon sealent shall be paid separately three track three panels sliding window with fly proof s.s wire mesh two nos. glazed & one no. wire mesh panels made of big series frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. area of window above 1.75 sqm. dsr vol - 1 9.147d.4 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 1 cement: 3 fine sand pwd sor 20-21 s.n.-13.7.1 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 vol - 1 dsr. - 2018 code no. 11.41.2 pvc water storage tank sintex or equivalent triple layer. pwd sor 2021 material ch/s.n. 43 white glazed earthen ware european type w.c. pan 505 mm dia with seat cover jaquar essco, cera, hindware pwd sor chapter -22 s.n-3 uninal providing and fixing white vitreous china rictangular shaped wash basin including making all connections but excluding the cost of fittings surgeon type wash basin of size 660x460 mm dsr 0 17.25.6 parry ware 0436 hindware, cera, necyer, seabird, orient coral, classica supply and fixing ptmt pillar cock fancy 15 mm foam flow jaguar, 021, ess trend series. chapter-21 s.no. - 57 supply and fixing c.p. 2 way angle valve heavy quality with valve flange l & k, jaguar essco, cera hindware jaguar, 059, ess trend series. chapter-21 s.no. - 59 angle wall 1 way providing and fixing of looking mirror with polish of 600 x 450 mm size with bevelled. sor - chapter-22-s.no.-14 c.p. bib cock heavy quality long body l&k, jaquar essco & equiv pwd sor-2019 chapter-21 s.no. -52 supply of pvc connection 450 mm long with two brash units. 15 mm dia pwd sor-2019 chapter-21 s.no. -96 brass ball cock complete with ball and brass rod 15mm dia pwd sor ch-21/84 supply of c.p. brash wast jali for wash basin. pwd sor-2019 chapter-21 s.no. -94b supply and fixing 600 mm long towel rail with total length of 645 mm, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. dsr - 17.73.2 jaguar, 1111, ess trend series cpvc pipe 15 mm dia cpvc pipe 110 mm dia 6 kg/cm sque presure supply and fixing c.p. brass shower heavy quality jaquar essco, cera hindware with shower arm chapter - 21 s.no. 55 supply and fixing c.p. brass shower arm heavy quality jaquar essco, cera hindware jaguar, 273 + 491 + 483, ess trend series chapter - 21 s.no. 56 brass elbow supply of p.v.c. pipe 75 mm dia 6 kg. pressure i.s.i mark. pwd - 2019 chapter-1 s.i no- 1733 c.p. jali heavy quality 100 mm dia. pwd sor-2019 chapter-21 s.no. -98 2 cm. 3/4 thick cement plaster in dedo or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels. finished with 3 mm 1/8 floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and t&p etc. required for proper completion of the work. enggagment of plumber in all complete work enggagment of beldar in complete work. supply of p.v.c. pipe 110 mm dia 6 kg. pressure i.s.i mark. pwd - 2019 chapter-1 s.i no- 1731 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. analysis rate providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :shutters using galvanized m.s. wire with isi marked stainless steel butt hinges of required sizek second class teak wood. analysis rate providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length hold fast lugs or dash fastener shall be paid for separately. sal wood analysis rate 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 : 250 x 16mm analysis rate 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 : 250 x 10 mm. analysis rate 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 pwd sor 20-21 14.5.2 supply of white glazed earthen ware pan 580 mm dia orrisa pan jaquar essco, cera, hindware. pwd sor chapter -22 s.n-1 supply of p.v.c band 75 mm dia. pwd sor chapter -1 s.n-1735 supply of p.v.c socket 75 mm dia. pwd sor chapter -1 s.n-1738 supply of p.v.c socket 100 mm dia. pwd sor chapter -1 s.n-1737 u-pvc pipes working pressure 4 kg / cm² single socketed pipe 110 mm dia dsr-2018 vol-1 basic rate material code no-7189 providing and fixing chlorinated polyvinyl chloride cpvc pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge. 50 mm nominal outer dia pipes dsr-2018 vol-2 18.9.6 providing and fixing chlorinated polyvinyl chloride cpvc pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge. 25 mm nominal outer dia pipes dsr-2018 vol-2 18.9.3 providing and fixing chlorinated polyvinyl chloride cpvc pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step cpvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge. 20 mm nominal outer dia pipes dsr-2018 vol-2 18.9.2 upvc bend 87.5° 110 mm bend. dsr-2018 vol-2 basic rate material code-7209 providing and fixing stainless steel a isi 304 18/8 kitchen sink as per is:13983 with c.i. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 178 mm. dsr-2018 vol-2 17.10.1.4 supply and fixing of sliding bolt with 16 mm dia 300 mm long in all complete work. sor - 10-h supply and fixing iron hings 125 mm long in all complete work. sor - chapter-1 11 c providing and fixing ptmt swivelling shower, 15 mm nominal bore, weighing not less than 40 gms. analysis rate c.p two way bib coad heaby quality short body with wall flange l&k, jaquar essco, cera, hindwae 15 mm dia pwd sor-2019 chapter-21 s.no. -53 supply and fixing of wast pipe as per is 1729 neco, bic for whb/sink 32 mm dia chapter - 21 s.no. 95 providing and laying in position cement concrete of specified grade excluding

State Government

TRN :22109817 | 28 Oct, 2021

Tender Value : 34.27 Lacs

Udaipur - Rajasthan

Tender for up-gradation of road from matai rajnagar ratan datta house to muslim para l-1.20 km during widening, patch metalling, bituminous grouting, carpeting and other allied works under spmrm.

State Government

TRN :22109958 | 29 Oct, 2021

Tender Value : 17.07 Lacs

Gomati - Tripura

Tender for maintenance of kashipada to madhufang road under the jurisdiction of pwdr and b sub-division no. ii, amarpur, for the year 2021-22 sh - surface drains, protection works, soling, grouting, seal coat and all other allied works.

Central Government/Public Sector

TRN :22074123 | 27 Oct, 2021

Tender Value : 2.70 Crore

Izatnagar - Uttar Pradesh

Tender for extension of cover shed of lhs, provision of side sheeting, construction of cc drain and collection well, grouting to prevent water seepage in lhs and other miscellaneous works to prevent water seepage in lhs in pilibhit - shahjahanpur section under left over work of gauge conversion of pilibhit - shahjahanpur section

State Government

TRN :22076254 | 25 Oct, 2021

Tender Value : 13.56 Lacs

Agartala - Tripura

Tender for urgent restoration work of 3 three nos pmgsy road under pwdr and b jirania, sub-division during the year 2021-22 sh grouting, patch carpeting, edge brick soling, flat brick soling, unlined surface drain etc.

State Government

TRN :21989484 | 16 Oct, 2021

Tender Value : 6.90 Lacs

Agartala - Tripura

Tender for maintenance of road from mantala to murabaril- 4.45 km during the year 2021-22. grouting, patch carpeting, patch soling, unlined suraface drains, brick works etc. complete ch. from 2.50km to 4.45km.

State Government

TRN :21975014 | 25 Oct, 2021

Tender Value : 29.83 Lacs

Agartala - Tripura

Tender for construction of road from nalchar gramin bank to kemtali l-5.00 km under sca scheme during the year 2021-22. patch matelling, grouting, re-carpeting etc. and allied works./for balance portion of road from melaghar-bishramganj road at nalchar block to satshanga chowmuhuni l-1.30 km.

Related Searched Keywords : grouting work

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

Tender for up-gradation of road from matai rajnagar ratan datta house to muslim para l-1.20 km during widening, patch metalling, bituminous grouting, carpeting and other allied works under spmrm.

Tender for maintenance of kashipada to madhufang road under the jurisdiction of pwdr and b sub-division no. ii, amarpur, for the year 2021-22 sh - surface drains, protection works, soling, grouting, seal coat and all other allied works.

Tender for urgent restoration work of 3 three nos pmgsy road under pwdr and b jirania, sub-division during the year 2021-22 sh grouting, patch carpeting, edge brick soling, flat brick soling, unlined surface drain etc.

Tender for maintenance of road from mantala to murabaril- 4.45 km during the year 2021-22. grouting, patch carpeting, patch soling, unlined suraface drains, brick works etc. complete ch. from 2.50km to 4.45km.

Tender for construction of road from nalchar gramin bank to kemtali l-5.00 km under sca scheme during the year 2021-22. patch matelling, grouting, re-carpeting etc. and allied works./for balance portion of road from melaghar-bishramganj road at nalchar block to satshanga chowmuhuni l-1.30 km.

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