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List of cement-concrete-flooring-repair Tenders

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

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31 Panchayat Division
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State Government
TRN :49068403 |  21 May, 2025
Tender Value : 16.08 Lacs
 Ambabhona - Odisha
Tender for completion of kedarnath park ambabhona civil work-- 1 earth work in excavation in foundation inhard soil within initial lead and lift includingrough dressing & levelling the bed etc. 2 filling with sand in foundation, plinth and floor including watering and ramming etc.jogging track 3 cement concrete(1:3:6) with using 40 mmsize hghb metals in foundation including all cost conveyance and royality etc. 4 brick work with fly ash brick in f & p c.m (1:6) in superstructure including all cost,conveyance and royality etc complete.inbetween columns 5 r.c.c m20 with using 12 mm size hgcrusher broken chips including hoisting,laying and compacting and all cost,royalityand conveyance etc.complete for coloum base 6 column 7 plinth band 8 beam 9 labour charges for cutting,bending,bind ing and tying the m.s.rod and placing in position including cost of binding wires and cost of m.s.rod etc.complete 10 brick work with k.b.brick in c.m (1:6) in superstructure including all cost,conveyance and royality etc complete. 11 16 mm thick cement plaster in c.m(1:6)to brick work including all cost,conveyance,royality and labour etc.complete. 12 12mm thick cement plaster in c.m(1:6)to brick work including all cost,conveyance,royality and labour etc.complete. 13 supplying laying and fixing decorative/printedtiles in cement concrete,flooring,step,landing pavement on a layer of 12 mm thick cement mortar (1:3) with neat cement slurry mixed with pigment to match the shade of the tile including rubbing and polishing 14 providing & laying 60mm thick factory made cement concrete inter locking pever block of m30 grade concrete made by block making machine with strong vibrator compaction & approve size & design/shape lain in requred colour and pattern over and including 50mm thick copacted bed of coarse sand filling the joint with coarse sand etc.all complete as per derection of engineer-in- charge.data for 10 sqm 15 priming 1coat with wall cement primer (water bound) including cost,conveyance etc complete. 16 wall painting 2 coat with plastic emulsion paint of approved shade on new work to given an even shade exculding cost of paint. per 1 sqmdata for 10 sqm 17 wall painting with 2 coats with weather coatof approved shade on new work to give an even shade including cost,conveyance etc complete.
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32 Construction
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State Government
TRN :49069074 |  15 May, 2025
Tender Value : 3.68 Crore
 Madhopur - Rajasthan
Tender for tender for major repair and modernization of existing emrs barnala (raj) - 1 earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 sqm on plan including disposal of excavated earth up to 50 mtr. and lift up to 1.5 mtr. disposed soil to be levelled and neatly dressed : all kinds of soil 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, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 3 supplying and filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 5 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 6 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.m20 grade nominal mix / design mix providing m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 7 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:nt mortar 1:6 ( 1-cement : 6-sand). 8 anti termite treatment of floor using imidacloprid 30.5% ec non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area dpe 12mm dia termitube system with required number of junction boxes are to be installed. the termitube will run all along the perimeter wall both inside and outside. in the middle area the termitube to be installed at an interval of 1.00 mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. after successful testing of termitube, pesticide emulsion of imidacloprid 30.5% ec mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. the plinth area of the area treated will be measured for payment. 9 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : columns, pillars, posts and struts etc. 10 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 11 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mixproviding m-25 grade concrete by usingcement as per codal provision instead ofm-20 grade design mix. 12 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.m20 grade nominal mix / design mix 13 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to is:1786) thermo-mechanically treated bars (conforming of relevent is code) 14 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 half brick masonry in superstructure , above plinth level upto floor vlevelusing bricks of designation 75cement mortar 1 : 4 (1 cement : 4 coarse sand) 16 carriage of materials:earth,sand ,line morrum,manure or sludge , lead up to 5km 17 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 18 random rubble dry stone kharanja under floor. 19 p & f 1st quality heavy duty vitrified double charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to is 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm x 600mm 20 rough chisel dressed sandstone 35 mm thick flooring of approved shade setover 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : red sand stone (karauli stone) 21 providing and fixing marble stone flooring table rubbed, 15-18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. slabs bhaislana,abu,kishangarh zebra(black marble) above 3601 cm2 slabs 22 extra for providing edge moulding to 15-18mm thick marble/ granite/kota stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer-in-charge. granite/kota stone work full edge moulding 23 plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 24 extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 25 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 26 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 27 providing and fixing ist quality mat finished ceremic tile size 300x300mm confirming to is : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler power (untile or roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 28 providing and fixing pressed steel door frames confirming to is 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with cc 1:2:4(m15 grade) complete as directed by engineer-in-charge :profile c 29 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a: 35 mm thick commercial veneer both side 30 providing and fixing factory made p.v.c. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid pvc foam sheet mitred at corners and joined with 2 nos. of 150mm long brackets of 15x15mm m.s. square tube, the vertical door profiles to be reinforced with 19x19mm m.s. square tube of 19 gauge, epdm rubber gasket weather seal to be provided through out the frame. the door frame to be fixed to the wall using m.s. screws of 65/100mm size complete as per manufacturers specification and direction of engineer-in-charge. 31 providing and fixing to existing door frames. 30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc ‘c channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of 5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mm thick pvc strip of 20mm width is to be stuck on the interior side of the ‘c channel using pvc solvent adhesive etc. complete as per direction of engineer-in-charge, manufacture’s specification & drawing.(for w.c.and bathroom door shutter). 32 providing and fixing of upvc casement openable windows (outward / inward): outer frame made from the extruded upvc windows profile section of size 60w x 60h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, white in finish, duly reinforced with 1.5mm thick gi section. all the four corners shall be mitered cut & thermal welded so as to form window frame. frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. fix mullion made of 60w x 80h mm upvc profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. frame shall have co-extruded with epdm/tpe-e gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.the shutter of outward openable window shall be made of size 60w x 74h mm and shutter of inward openable window shall be made of size 60w x 77h mm extruded 3 box multi-chamber upvc window profile section of white colour having outer wall thickness of 2.25mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick gi section duly mitered cut & thermal welded at all corners and fitted with upvc glazing bead of size 36 x 20mm with inner and outer co-extruded epdm/tpe-e weather seal gasket alongwith 6mm thick isi make plain float glass. all welding joints of frame and shutter shall be cleaned and milled with the cnc mechainism to provide uniform grooved finish on all visible jaints. hardware: window shutter are fixed with frame on 2.5mmthick ss301 grade friction hinge system to keep the window opened at desired angle. friction hinge also enables easy cleaning of glass on both side from the inside of building. 33 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new plastered surface (three or more coats) 34 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 35 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provisionnew work 36 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 37 french sprit polishing : two or more coats on new work including a coat of wood filler 38 providing and fixing stainless steel 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.). grade 304 39 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 40 grading roof for water proofing treatment withwater proffing compound cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 41 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 42 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 43 providing and fixing in position collapsible steel shutters with vertical m.s. channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of t-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (to be measured and paid as per outer dimension). 44 making grooves as per design in plaster 10mm to 20mm wide. 45 making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. 46 providing and laying damp-proof course with cement concrete grade m-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 47 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 48 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 : (i) 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. (ii) second layer of slurryof cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 49 providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm 50 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer- in – charge .(glazing and paneling to be paid for separately). for fixed portionpolyester powder coating aluminum( minimum thickness of powder coating 50 micron) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(cost of aluminium snap beading shall be paid in basicitem.) with float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 53 providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 54 providing and fixing sun control film, thickness of film 1 mil visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43%of approved colour and shade , complete in all respect , at all level , as directed by engineer- in -charge. 55 providing and fixing double action hydraulic floor spring of approved brand and manufacture is : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece m.s. 56 s&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 57 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor:size 530x410mm. 58 p & f european type white glazed vitreous china 1st quality double syphonic w.c (is :2556 mark) with p or s trap including cutting and making good the wall and floor 59 p & f 15 mm. dia connection pipe of approved quality/make :600 mm dia 60 p & f kitchen & lab. sink of approved make with c.i. brackets duly painted, 40 mm c.p. waste coupling, c.p. brass chain with rubber plug, 40 mm g.i. waste pipe up-to floor level complete including cutting and making good the wall & floor : fire clay glazed kitchen sink (i.s 771-1985marked) size 600 x 450 x 250mm. 61 p & f full-way valve (is:778 mark) or wheel valve of approved make : 62 gun-metal 15mm nominal bore. 63 gun-metal 25mm nominal bore. 64 p & f looking mirrors with p.v.c. frame of approved (atul modi guard saint gobin or equivalent)size 500 x 400 mm 65 p & f towel rail or ring of approved quality/ make: 66 c.p. brass towel rail with brackets 600x 20 mm 67 c.p. brass towel ring revolving type 68 p & f grating of approved quality /makestainless steel sheet size 125 mm diaheavy quality of approved make 69 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work including cutting chases and making good the walls etc.,) 70 15mm dia nominal bore 71 25mm dia nominal bore 72 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings, this included jointing of pipes & fittings with one step cpvc solvent cement , trenching refilling & testing of joints complete as per direction of engineer in charge.(external work). 73 15mm dia nominal bore 74 25mm dia nominal bore 75 p & f bib cock (is : 8931 mark), superior quality of approved make: c.p. brass bib cock, 15 mm nominal bore 76 p & f stop cock (is :8931 mark), superior quality & of approved make: c.p. brass 15 mm nominal bore. 77 p&f soap dish or tray of approved quality/ make. c.p. brass heavy and superior quality 78 p&f bath shower of approved quality/ make . c.p. brass of heavy & superior quality 150mm. 79 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15 mm brass (is:8931 marked)with 60 cm long thread and nut. 80 p & f ball cock (is :1703 mark) with rod & p.v.c. ball complete : brass wt.400 gm,15mm. 81 p & f pvc storage tank (is : 12701marked indicating the bis license no), of approved make with cover, 25mm dia 1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 litres capacity. 82 hoisting charges for each floor : 83 construction of manhole in all type of soil inner size 90 x 60 cm. 300 mm thick masonry in cm 1:6, 10 cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. depth up to 0.5 m 84 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m,10 cm thick c.c. 1:5:10 in foundation, 20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. size 450 x 450mm depth upto0.5 m cement cover with frame 85 construction of septic tank in all types of soil with 40 cm .thick masonry in cm 1:6, 15 cm thick c.c bed of 1:5:10, m-15 gradec.c floor &rcc slab covering with m15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in cm 1:6 finished with neat floating cement, 4 nos stone foot rests of approved design ,two no. 450 mm dia each ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-size 400 x140x150 cm.(for 50 users)with 115 mm thick rcc (m-20) slab with tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect 86 construction of open surfacedrain with 112mm thick brick masonry in cm 1:4,110mm thick base concrete 1:5:10, 37mm thick m-15 grade c.c. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm av. depth 87 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 88 75mm dia 89 110mm dia 90 160mm dia 91 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 92 plain tee 110 mm 93 vent covel 75mm 94 plain floor trap 110mm dia 95 bend 87.5 - 75mm 96 bend 87.5 - 110mm 97 pipe clip- 110mm 98 coupler-110 mm dia 99 making connection of g.i. distribution branch with g.i. main including all fitting. beyond 25mm & upto 100mm dia 100 construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in cm 1:6, 80mm thick stone slab, jointing of slab in cm 1 : 3, ralthal, kharanja, 40 mm thick m-15 grade c.c flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: size 300 cm. dia outside & 300 cm. depth . 101 p & f water closet seat covers with brass hinges complete : solid pvc (is 2548 marked) grade-i black for ewc. 102 p & f low level flushing cistern of 10 litres capacity (is : 2556 mark) of approved make with complete fittings c.i. brackets duly painted, brass ball cock with ball (is: 1703 mark) complete including cutting and making good the wall: pvc withpvcbend and superior internal fittings as per is : 7231 . 103 p & f jet spray for water closet with c.p. copper tube flange of approved make. 104 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mm c.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut 32 mm complete including cutting & making good the wall : size 580 mm x 450 mm 105 p & f flush cock/flush valve (is:9758 mark) or wc of approved quality make : c.p. brass push type exposed 25 mm nominal bore. 106 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 107 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 108 repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres 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 m lead with cement mortar 1 :4 ( 1 cement : 4 coarse sand) 109 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 110 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 111 p & f inlet connection (angle valves) superior quality, of approved make, for wash basin, gyser etc. c.p. inlet connection 15mm.brass (is : 8931 marked) 112 p & f 15 mm. dia connection pipe of approved quality/make : cp brass pipe with cp brass nuts upto length 600mm. 113 providing & fixing premium quality white glazed vitreous china sanitary wares (is:2556 mark) of approved make as per direction of engineer-in-charge including cutting and making good the wall and floor. double syphonic european w.c. with mounted w.v.c. flushing cistern of 10 litre capacity complete with all necessary internal fittings with hydraulic seat cover. 114 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: size 580x440mm. 115 providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 116 providing and fixing fully panelled/partly panelled/double leaf shutter frames for doors as per approved design and drawings with approved ordinary c.p./ oxidised steel fittings as per annexure - a and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick nigeria wood grade i 117 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeold plastered surface (two or more coats) 118 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:old work (one or more coats ) two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.old work (one or more coats ) 119 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision old work 120 providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 kg/sqm) on top of hot bitumen @ 1.7 kg/sqm. (1.40 kg ofvg-40 (30/40 )grade and 0.30 kg/sqm. ofvg-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineer-in-charge. 121 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 122 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 123 providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in c cblock 15 x 10 x 10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, u shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of engineer-in –charge window openable. 124 providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of ms angle, cc block shall be paid extra) 125 renewing glass panes,with putty and nails wherever necessary float glass panes of thickness 4 mm 126 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 127 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 128 earth work in excavation by mechanical means (hydraulic excavator ) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : all kinds of soil
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33 Drinking Water Supply And Sanitation
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Local Bodies
TRN :49041932 |  13 May, 2025
Tender Value : 5.00 Lacs
 Coimbatore - Tamil Nadu
Tender for providing cement concrete flooring at iswaran kovil street and perumal kovil street in ward no. 51, east zone,coimbatore corporation.
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34 Construction
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State Government
TRN :49019760 |  13 May, 2025
Tender Value : 0
 Kanpur - Uttar Pradesh
Tender for tender for pd campus colony - 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. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative 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 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 6 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 7 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.dsr-13.80 8 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 9 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 .dsr-13.81 10 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old workdsr-13.99.1 11 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. concealed work, including cutting chases and making good the walls etc.15 mm nominal dia pipes . dsr 18.8.1 12 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 step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 13 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 14 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 asingle 15 mm c.p. brass pillar tap dsr 17.7.2 15 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, with 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 dsr 17.1.2 16 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) . with f.p.s.(non modular) bricks .dsr-6.4.2 17 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 dsr 11.3.1 18 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 19 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 20 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). dsr 4.1.8 21 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 22 renewing glass panes, with putty and nails wherever necessary including racking out the old putty:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.5.1 23 cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77
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35 Construction
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State Government
TRN :49020042 |  13 May, 2025
Tender Value : 0
 Kanpur - Uttar Pradesh
Tender for tender for annual repair to rawatpur colony type-iv servant qatar - 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. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative 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 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 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.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 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 .dsr-13.81 16 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : one or more coats on old workdsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except 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/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 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/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. concealed work, including cutting chases and making good the walls etc.15 mm nominal dia pipes . dsr 18.8.1 21 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 step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 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 asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 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, with 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 dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with 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 requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).40x40x6mm@3.5kg/m . dsr 10.13.1 31 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) . with f.p.s.(non modular) bricks .dsr-6.4.2 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 dsr 11.3.1 33 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 34 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 35 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 36 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 37 cleaning of chocked sewer line by diesel running vehicle mountinghydraulic operated high pressure suction cum jetting sewer cleaningmachine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 38 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) dsr 5.2.2 39 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 40 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3
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36 Industrial Development Agencies
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corporations/Associations/Others
TRN :49020052 |  10 May, 2025
Tender Value : 10.53 Lacs
 Kanpur - Uttar Pradesh
Tender for tender for construction of teen shade at vill driyapur block sumerpur hamirpur. - clearing of jungle including up rootingof trunkvegetarian grass bushetc dsr 2.32 2 earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:d.s.r code no-2.8.1 3 earthwork in cutting or filling in ordinary soil form 3k.m.i/c all complete work 4 sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.dsr.2.27 5 p/l in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement: 4 coarse sand (zone-iii) derived from natural sources:8 graded stone aggregate40 mm nominal sizederived from natural sources .d.s.r code no-4.1.8 6 m-150 brick work in 1:6cement & c. sand mortar in foundation and plinth…complete item. d.sr-6.1.2 7 12 mm cement plaster thick 1:4 cement and coarse sand fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80 mm in grith and finished even and smooth. dsr no-13.4.1 8 providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:3 cement mortar (1 cement :3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour t &p required for proper completion of work. dsr .11.41.2 9 providing and laying in position specified grade of reinforcement cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement of r.c.c 1:1.5:3 with cement coarse sand .column t beam slab as dsr no-5.1.2 10 m.s (tor steel or plain ) in plain work such as r.c.c or r.b work including cutting / bending for proper shape as necessary including supply of all steel & wastage ,bend ,hook & authorised overlapping shall be measured … complete item.dsr 5.22.1 11 cement concrete floorig 1:2:4 ( 1 cement 2 coarse sand 4graded stone aggregate) finished with a floating coat of neat cement,including cement slurry,excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate dsr.11.3.1 12 steelwork inbuilt up tubular(round,square or ractangular hollow tubes etc)trusses etc including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer includingweldingand bolted with with special shaped washers etc all complete.dsr-10.16.2 13 s/f of ms j-hook 16 mm dia i/c all complete work 14 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(0.63 mm thick sheet) dsr.12.1.3 15 finishing walls with two coat ofpremium acrylicemulsion smooth exterior paint of best quality supply of all materials,labour and t&p etc dsr no 13.48.a.1 16 painting with synthatic eleamin paint of approved and manufactore of reqquierd colour to give an even shade. two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture dsr.13.62.1 17 s/f of 4x2.5 feet size granite stone at siteincluding writing etc complete in all respect
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37 Construction
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State Government
TRN :49020061 |  13 May, 2025
Tender Value : 0
 Kanpur - Uttar Pradesh
Tender for tender for annual repair to mc robertganj colony - 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. dsr -15.56 2 12 mm cement plaster of mixwith 1:6 (1 cement: 6 coarse sand) dsr 13.4.2 on wall. 3 12 mm cement plaster of mixwith 1:4 (1 cement: 4 coarse sand) dsr 13.4.1 on celling. 4 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) nondecorative 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 35 mm thick including isi marked stainless steel butt hinges with necessary screws.dsr-9.21.1 5 providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm dsr9.74.2 6 providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm dsr 9.75.1 7 providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per is: 1378) 300x16 mm dsr 9.62.2 8 providing and fixing bright finished brass handles with screws etc.complete: 125 mm dsr 9.81.3 9 providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete dsr 9.82 10 providing and fixing fly proof galvanized m.s. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. with second class teak wood beading 62x19 mm.dsr-9.51.1 11 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completedsr - 13.88 12 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.dsr-13.80 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface dsr-13.112.1 14 finishing walls with water proofing cement paint of required shade .( old work one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of priming coat. ) dsr-13.109.1 15 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 .dsr-13.81 16 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 dsr-13.99.1 17 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except 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/ sqmincluding pointing the joints with white cement and matching pigments etc., complete. dsr-11.39 18 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/ sqmincluding grouting the joints with white cement and matching pigments etc., complet size of tile 600x600 mm .dsr-14.41.2 19 providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of engineer-in-charge. with granite stone of area less than 0.50 sqm. dsr 16.86.1 20 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. concealed work, including cutting chases and making good the walls etc.15 mm nominal dia pipes . dsr 18.8.1 21 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 step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal dia pipes . dsr 18.8.3 22 providing and fixing c.p. brass bib cock of pproved quality conforming to is:8931 : 15 mm nominal bore sor/dsr 18.49.1 23 providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 15 mm nominal bore sor/dsr 18.50.1 24 providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 15 mm nominal bore sor/dsr 18.53.1 25 providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931.15 mm nominal bore dsr 18.52.1 26 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 asingle 15 mm c.p. brass pillar tap dsr 17.7.2 27 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, with 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 dsr 17.1.2 28 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with 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 requiredw.c. pan with isi marked white solid plastic seat and lid dsr 17.2.1 29 providing and fixing kitchen sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 white glazed fire clay kitchen sink of size 600x450x 250 mm .dsr -17.9.1 30 providing and fixing t-iron frames for doors, windows and ventilators of mild steel teesections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).40x40x6mm@3.5kg/m . dsr 10.13.1 31 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) . with f.p.s.(non modular) bricks .dsr-6.4.2 32 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:: cement mortar 1:6 (1 cement : 6 coarse sand)dsr 6.1.2 33 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 dsr 11.3.1 34 providing and fixing p.v.c. low level flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete.10 litre capacity - white .dsr-17.18.1 35 providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dsr-18.48 36 earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by engineer-in-charge. all kinds of soil dsr 2.6.1 37 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). dsr 4.1.8 38 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes.110 mm diameter dsr12.41.2 39 renewing glass panes, with wooden fillets wherever necessary:float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) dsr14.6.1 40 cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150 mm dia upto 300 mm dsr 14.77 41 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) dsr 5.2.2 42 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe-500d or more.dsr 5.22a.6 43 centering and shuttering including strutting, propping etc. and removal of form work for : columns, piers, abutments, pillars, posts and struts.dsr 4.3.3
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38 Public Administrative Department
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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
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39 Construction
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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 :
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40 Public Administrative Department
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Government Departments
TRN :49028111 |  21 May, 2025
Tender Value : 6.78 Lacs
 Agra - Uttar Pradesh
Tender for tender for zone-1 ward no.-78 motiganj panja madrasa, floor repair work including drain in the street of former residence of smt. baby rani maurya ji. - demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(dsr 2023 sh 15.2.1) 2 taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand) (dsr 2023 sh-6.1.2 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer -in-charge150 mm nominal size dia 8 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h 4.1.3 ) 9 providing and fixing glass strips in joints of terrazzo/ cement concrete floors. (dsr 2023 sh 11.13) 10 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(dsr 2023 sh 15.60) 11 carriage of materials by manual labour including loading, unloading and stacking for lead less than 01-50 mtr 12 raising & re-fixing of manhole including all material labor t&p etc. all complete.(ns) 13 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 14 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 15 sub total 16 add/deduction rs. for estimate figure amount match 17 grand total
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