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State Government

TRN :49023349 | 30 May, 2025

Tender Value : 1.01 Crore

Lucknow - Uttar Pradesh

Tender for tender for horticultural maintenance work between gomti barrage and hanuman setu on gomti river front (lhs) - complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (cost of good earth, manure, fertilizer, insecticide , pesticide will be provided by the department & lawn mover and brush cutter with fuel , other t & p material/articles shall be provided by the contractor.) play grounds / public parks per sqm (as per yard stick 1mali =2.00acre).dsr (hort) 2020/2.40.5 2 cutting of hedge/edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.dsr (hort) 2020/2.36 3 supplying and stacking of well decayed cattle manure at site including royalty and carriage with all lead and lifts complete (cattle manure measured in stacks will reduced by 8% for payment). dsr (hort) 2020/2.25 4 hiring of diesel pump including suction & delivery pipe, operator & khalashi and polcomplete with all respect (as per irrigation department sor 2017-18 chapter 1 b (page no-3 s. no-8)= 31.00 per hp/hourcost analysis for irrigation with the help of diesel pump set (7.5 hp) analysis copy attached 5 supply & stacking urea 40% nitrogen @160 kg per acre (as per yard stick of cpwd lda sor 2018-19/11.1 6 supply & stacking dap 50 kg per acre/year. lda sor 2018-19/11.2 7 arrangement of tractor trolly including loading unloading of stacked kuda & malwa, removel of garden wastage including all complete of work.analysis rate copy attached. 8 required material for cleaning & sweeping. (market rate)

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 :

Local Bodies

TRN :49028253 | 15 May, 2025

Tender Value : 50.00 Lacs

Barmer - Rajasthan

Tender for supply of building material and equipment in gp barasan ps gudamalani-ghadla/kankar/jhajhra 2 mortar-soil/mud masala 3 lime from kali kiln for masonry work 4 cement 5 p.p.c. 6 white cement 7 fine aggregate 8 sand/gravel 9 fly ash 10 surkhi 11 stone dust (in masonry work) 12 ballast of stone/brick (for other than road work) 13 stone 40mm measured (grit broken by hand) (cut voids 1/11) 14 stone 40mm grit (broken by crusher) (cut voids 1/11) 15 stone 20mm grit (broken by crusher) 16 stone 12/10/6mm grit (broken by crusher) 17 brick ballast 18 material for road work (including 5 km lead) 19 63-40 mm stone crushed stone gravel (cut voids 1/11) 20 63-40 mm hand broken stone aggregate(cut voids 1/11) 21 90-45 mm. hand broken stone aggregate(cut voids 1/11) 22 quarry rubbish(cut voids 1/6) 23 gravel(cut voids 1/6) 24 kankar(cut voids 1/6) 25 binding material (pi 4-6)(cut voids 1/6) 26 brick (22.5 x 11 x 7.50 cm) 27 first class (i st class) 28 second class (ii class) 29 soling/ kharanja/ masonry stone 30 masonry beradda (rr) 31 masonry radda (cr) 32 kharanja soling (for flooring work upto 15cm height) 33 kharanja soling (for road/ kharanja work upto 23cm height) 34 jodhpuri type stone strips/arches/cuts (length 2-3, width 10-12,thickness 2.5-3.5) 35 stone chips (flaky material)(3-4 thick & length and width 1-2) 36 sandstone(dpc,sill,coping,lintel,tand,almirha etc) 37 upto 25mm thickness 38 upto 25-40mm thickness 39 upto 40-50mm thickness 40 upto 50-75mm thickness 41 upto 75-100mm thickness 42 upto 100-150mm thickness 43 flooring / patti pattan katla stone 44 flooring katla upto 35mm thick, min. 3 sqft or more area 45 patti pattan katla 60-75mm thickness, min. 3 sqft or more area 46 unpolished rough kota stone 47 900 sq. cm 48 upto 901 to 2300 sq. cm. 49 above 2300 sq. cm. 50 polished kota stone(one side polished) 51 upto 900 sq. cm. 52 upto 901 to 2300 sq. cm. 53 above 2300 sq. cm. 54 marble stone(makrana adanga 20mm thick) 55 upto 900 sq. cm. 56 upto 901 to 2300 sq. cm. 57 above 2300 sq. cm. 58 marble chips 59 marble powder 60 marble stone(rajnagar ii quality/local 20mm thick) 61 upto 900 sq. cm. 62 upto 901 to 2300 sq. cm. 63 above 2300 sq. cm. 64 stone frame 65 single paitaam size 100 x 75 mm. 66 double pattam size 125 x 75 mm. 67 stone plates 68 up to 1.5 m length, minimum 40mm thick 69 1.5 m to 2.40 m length, minimum 50mm thick 70 2.4 m to 3.0 m length, minimum 65mm thick 71 above 3.0 m length, minimum 75mm thick 73 glazed size-30x45 cm 74 mosaic size-40mm thick 75 vitrified size-60x60 cm 76 interlock tiles/brick/block for road work 77 cement interlocking block m-30grade, 60mm thick 78 cement interlocking block m-30grade, 80mm thick 79 cement interlocking block m-30grade, 100mm thick 80 fr pvc insulated copper conductor single core cable isi marked 81 1.50 sq. mm. 82 2.50 sq. mm. 83 0.50 sq. mm. 84 1.00 sq. mm. 85 4.00 sq. mm. 86 6.00 sq. mm. 87 local wood with fittings (for doors, windows and furniture) 88 mango 89 acacia 90 others 91 factory made doors (30mm thick, solid core single leaf) 92 structural steel 93 iron (tor steel fe 415/500 for reinforcement) 94 winding wire 18 gauge 95 iron girders 96 conical iron/ square bars/ leaf/ angle iron 97 barbed iron wire (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage 98 mesh 99 iron mesh (24 gauge, 14 mesh) 100 cement concrete mesh akash patal 40mm thick 101 glass 102 3mm thick glass 103 colour paint 104 enamel paint 105 distemper (water bound) 106 lime - for whitewashing (aras / kali) 107 primer (for iron / wood) 108 petroleum products 109 diesel hsd 110 movil oil 111 bitumen shalitex board (25 mm thick) 112 plain sheet 113 g.i. sheet 22 gauge (0.80 mm) 114 g.i. sheet 24 gauge (0.63 mm) 115 m.s. sheet 22 gauge (0.80 mm) 116 m.s. sheet 24 gauge (0.63 mm) 117 corrugated sheet 118 g.i. sheet 1 mm thick 119 gi sheet 22 gauge(0.80 m.m.) 120 asbestos cement sheet 6mm(2.5/2.75x1m) 121 other sheets 122 pvc sheet 1mm thick (coloured/plain) 123 green yellow literof expo sheet(183x90) 124 pipes 125 gi 15mm diameter(b class) 126 gi 20mm diameter(b class) 127 gi 25mm diameter(b class) 128 a.c. 75mm diameter 129 a.c. 100mm diameter 130 p.v.c. 90mm diameter diameter(with ring) 131 pvc 110 mm. diameter(with ring) 132 pvc 140 mm. diameter(with ring) 133 pvc 110 mm.(2.5kg/sq.cm) with coupler 134 sanitary 135 indian w.c. 136 orrisa w.c. 137 european w.c. 138 foot rest 139 porcelain urinal 430350300 mm with coupler, bracket and pvc waste pipe 140 wash-basin 450*300 mm with coupler, bracket and pvc waste pipe 141 stone beam (s.w.) pipe 100 mm. diameter, 0.6 m. long 142 c.p. pillar cock (dia 15 mm) (is mark) 143 c.p. bib cock (dia 15 mm) (is mark) 144 c.p. grating of 125 mm. diameter 145 r.c.c. np3 hum pipe with collar 146 1200 mm dia 147 1000mm dia 148 750mm dia 149 600mm dia 150 450mm dia 151 300mm dia 152 steel conduit isi marked 153 20 mm. diameter 154 25 mm dia 155 charcoal 156 p.v.c. water tank with cover (conforming to is:12701-1989) 157 13/0.20 mm twin core pvc sheathed, flat flexible copper cable 158 steel fasteners 6 mm x 75 mm 159 pvc conduit isi marked 160 25 mm diameter 161 20 mm diameter 162 junction box 163 20 mm two way 164 20 mm one way 165 25 mm two way 166 20 mm one way (pvc) 167 module gi box 168 for 3 modules 169 for 2 modules 170 module base & cover plate 171 for 2 modules 172 3 for module 173 modular switch one way, isi marked 174 sp 15/16 ampere 175 sp 5/6 ampere 176 modular socket outlet, isi marked 177 3 pin 5/6 ampere 178 6 pin 15/16 ampere 179 mcb db 180 2+ 2 way, spn, single door 181 2+4 way, spn, single door 182 2+6 way, spn, single door 183 gi pipe (medium grade) 184 15.00 mm diameter 185 40.00 mm diameter 186 copper wire 8 swg (4.00 mm dia.) (0.117 kg/m) 187 ci/ms cover plate, frame with locking arrangement attached to 188 diesel road roller 8 to 10 ton 189 truck 9 ton 190 tractor (25-40 hp) 191 tractor trolley 192 tractor water tanker capacity 4000 liter water 193 cement concrete mixer 5-7 cubic feet 194 pumping set 15 h.p . 195 niddle/plate vibrator with operator 196 camel cart/bullock cart with driver 197 grinding machine with operator (big, motor driven) 198 compressor 199 hydraulic excavater/jcb ( bucket capacity 0.4 cum) 200 dumper 201 scraper 202 shuttering of wooden plank, with installing tp along with bat and other materials on site, removing it after the prescribed period 203 installing shuttering ply along with bat and other materials on tp site, removing it after the prescribed period 204 shuttering iron plate along with bat and other materials along with tp installation at site, removal after specified period 205 water and pumping charges (filling) 206 grinding machine with operator (small, hand operated) 207 installing iron form for well (diameter 3m, height 75cm) along with tp at site, removing after specified period 208 cultivator

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer 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, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 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. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for 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. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern 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 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. 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 required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, 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.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 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: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).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) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 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:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 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 (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48937513 | 10 May, 2025

Tender Value : 26.17 Lacs

Nagpur - Maharashtra

Tender for supply and installation of furniture and allied electrical work at msambs division office, nagpur.2 providng and fixing in position anodised extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40 mm x 60 mm, 1.5 mm thick with 12 mm thick three layered flat pressed teak wood particle board bonded with bwp type exterior grade phenol formaldehyde synthetic resin conforming to is 128231990, laminated on both sides,novateakor equivalent and 5 mm thick selected quality plain/ float glass panels fixed with aluminum glass clips 12 mm x 12 mm and rubber cushioning beading to glass partitions, with wood boxing to all aluminium tubuler section as per approved drawing etc. compete(as directed by engineer-in-charge) 3 providing and fixing in position, single shuttered aluminium extruded powder coatedopenabledoorofoverallsize0.90mx2.40mwithaluminiumdoorframeof powdercoatedsection101.60x44.75mm,3.18mmthickandshuttercomprisingof powder coated section having bottom andlock rail of size 150 mm x 44.5mm x 3.00 mm thick top rails 47.62x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, with wood boxing to all aluminium tubuler section 3.00mmthickandforshutterplain glass panes 5 mm thick for top panels and 12mmthickbothsidelaminatedphenol bonded particle board panels for bottom panels etc. , i.s.i. mark , heavy duty, hydraulic floor springof150kilogramcapacity,having heavy duty concealed lock, necessary beading,glazingclips,pvcgaskets,250mm length tower bolts, 150mm diam. pad handle, etc. as per detaileddesignanddrawingor as directed byengineer in charge including all materials,labours, andequipment etc.complete(as directed by engineer-in-charge) 4 providing and fixing in position gypsum board false ceiling with 12.5 mm thick gypsum boards, screwed/fixed to the under structure of suspended g.i. grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. the gypsum board should be fixed to galvanized iron grid with necessary screws. the boards should be taped and filled from underside to give smooth, seamless ceiling. the rate should include necessary additional ceiling sections and intermediate channels. additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete(as directed by engineer-in-charge) 5 providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth of approved make, etc complete. 6 providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 7 providing and fixing rollar blinds ami make or approved make & shade of 38mm round aluminiumchannelwithblackoutfabric&teltingwithchain(ball)systemwithall necessaryfixturesandfittingetc.complete.(sampletobefinalby engineer-in-charge prior execution of work) 8 providingand fixing 1.5 mm thick polyvenyl venyl chlorideflooring includingleveling thebasewithwhitecementincludingpastingwithappropriatematerialcleaningthe surface etc. complete 9 executive table @ 2250lx2100dx750ht including low height credestal @ 1200lx450dx650htproviding&fixingoftable @2250lx2100dx750httop& gable end to be made ofmembrane finish with soft water fall edges & curved panel &decoratedanodizedsectionmodestypaneltobemadeof18mmthick prelaminated particle board with pvc edge band. including credestal @ 1200l x 450d x 650h:- to be made out of membrane finish ( 2 openable shutter & 3 drawerpedestal in between ) as per drawing. 10 free standing table @ 1500lx600dx750htprovidingandfixingtableofsize1500x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board. 11 free standing table @ 1350lx600dx750htprovidingandfixingtableofsize1350x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board, 12 free standing table @ 1200lx600dx750htprovidingandfixingtableofsize1200x600x750mm.top:madefrom25mm prelaminatedparticleboard. alledgesarecoveredby2mm.thk.pvcedgebands glued by hot melt glue applied by auto edge banding machine.legs : c shape made from crca sheet with powder coat finish. modesty panel : made from 18mm both side prelaminated particle boards.all edges are covered by 0.8mm pvc edge bands glued by hot melt glue applied by auto edge banding machine.keyboard tray(withoutmousetray):- metalpowdercoated-blackcolor,cpu trolley:- metalpowdercoated-blackcolor,3drawerpedestalunit having overall size 392l x 450d x 680ht. mm. with central lock and key. drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particleboard, 13 conference table @ 3600lx1400dx750htproviding&fixingofmaintable@3600lx1400dx750ht-madeupof18+18mm thickmdftopwithpvcmembranefinishandwaterfalledgeprofile.aluminium anodizied finish beeding of 4mm thich is running all over the table top edge. gable ends is aerofoiled shape with front edges in pvc membrane finish and rest in prelaminated mdf with batton structure. gable ends should be hollow from inside for the provision of passingelectrical and datawiring. ,modesty panel:- to bemade of18 mm thick prelaminated particle board with pvc edge band access flap:- for wire manager 2 nos. 14 providing & arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5-prong p/nylon basewith leatherite upholstery 15 providing & arrangemnt of high back, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5-prong p/nylon base with leatherite upholstery 16 providing&arrangemntofmidback,normalsyncro mechanism,fixedarmrest, gaslift for seat height adjustment, standard 5-prong/nylon base with leather upholstery 17 public seating chair. - 3 seaterproviding and fixing 3 seater public seating chair made of complete metal with legs in crome finish and seates in silver powder coating finish. 18 tea table 900mm x 750mm x 450mm for m.s. ante chamberprovidingandfixingofteatable900mmx750mmx450mmwith12mmthick coloureitchedtemperedglasswithbevelleddrawingmadeout of18mmthick waterproofingply.theouterlacestobefinishedwithhighquality4mmthik veneer or 1 mm thik mica etc. 19 kitchen trolleyprovidingandfixingstainlesssteelkitchentrolleyofoverall26heightand22 depth,supported on aluminium pipes ,trolley basket made out of 5 mm stainless steel rod fitted on telescopic channel of size 1.5 x 20 x 22 on both sides of trolley of 12 or above size, panel having 40kilogramload bearing capacity of trolley made out of 20 mm puccoatedplywoodandcolourcombinationasdirectedbye-i-c.innersideofpanel covered by white mica ,100 mm s.s. decorative handle.(the width and height of individual compartments shall be kept as directed by engineer-in-charge) 20 providing andfixing 450mm x550mm size superiortype belgium mirrorwith16mm dia. nickel plated towel rod etc. complete. 21 providing andconstructing granite kitchenplatform withfixing of stainlesssteelsink 600 mm x 450mm size as per detaileddrawing including vertical bothside polished kadappah stone 25 to 30 mm thick supports with kadappahtop 35 to 40 mm thick and polishedgranite16to20mm topwithsidestripsofgraniteatfrontandbothsidesof platform raised with two verticalgranitesupports15cmheightandtopgraniteof 75x40cmincludingcutting, opening for sink of required size in kadappah as well as granite etc. complete. (platform top size 5.00 m x 0.60 m and height is 0.75 m) 22 providing and laying vitrified mirror / glossy finish tiles decorative typehaving size 590 mm to605mm x590mm to605mm of8to10mm thicknessandconfirmingtois. 15622-2006(groupbla)ofapprovedmake,shadeandpatternforflooringinrequired positionlaidonabedof 1:4 cement mortar including neat cement float, filling joints,curingandclearing etc. complete. 23 providing and laying ceramic tiles ofhaving size 30 cm. x 30 cm. and confirming tocorrespondingi.s.fordadoandskirtinginrequiredpositionwith readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. 24 providing projector - resolutation- xga, white brightness-3300ansi lumens,colour brightness-3300ansi lumens,contrast ratio- 15000:1,lamp life - 6000 hour,weight- aprox 2.5 kg, up to 3x briter colourincluding proector screen-6*4 with stand, with 15 m. hdmi cable and instalationcomplete 25 electrification work 26 supplying anderectingpvctrunking (pvccasing-n-capping)ofsize32 mm with accessorieson wall/ceiling as per specification no: wg-ma/con. 27 supplying and erecting mains with 2x1.5 sq.mm frlshcopperpvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 28 supplying and erecting mains with 2x2.5 sq.mmfrlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 29 supplying and erecting mains with 2x4 sq.mm frlsh copper pvc insulated wire laid in provided conduit/trunking/inside pole/bus bars or any other places. as per specification no: wg-ma/bw 30 supplying and erecting mains with 1x1.5 sq.mm frlshcopperpvc insulated wire (earthing) laid in provided conduit/trunking/inside pole/bus bars or any other places as per specification no: wg-ma/bw 31 point wiring for light/bell/exhaust fan in pvc trunking (casing-capping) with 1.5 sq.mm (2+1e) frlsh grade copper wire, modular type switch, earthingand required accessories as per specification no: wg-pw/sw 32 point wiring for independent plug in pvc trunking (casing-capping) with 1.5 sq.mm(2+1e) frlsh grade copper wire, modular type switch,earthing and required accessories as per specification no: wg-pw/sw 33 wiring for plug on board withswitch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification no: wg-pw/cw 34 supplying and erectingmodular type switch 16 / 20 awith indicator,duly erected on provided plate and box with wiring connections complete. 35 supplying and erectingmodular type 3 pin 6 / 16amultisocket with safety shutter,duly erected on provided plate and box with wiring connections complete. 36 supplying and erectingmodular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete. 37 supplying & erecting decorative pre-wired box type fitting/batten suitable for 4 feet, t8 led tube light (excluding tube light). 38 supplying and erectingled square / circular max. 14 w down lighter/panel light having pressure die-cast aluminium housing,polystyrene diffuser havingsystem lumens output of min. 1500 lumens, min. efficacy of 110 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%,thd<10%, p.f. >0.95, operating range of120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50,including driver,having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 39 supplying and erectingenergy saving ceiling fan 230 v a.c. 50 cycles 1200 mm complete erected in position as per specification no. fg-fn/cf 40 supplying and erecting fan hook of 10 mm. m.s. round bar grouted in rcc slab with making the site as original. 41 supplying, erecting & marking spmcb 6a to 32a, c-serieswith rated short - circuit breaking capacity (icn) 10ka in provided distribution board as per specification no. sw-swr/mcb 42 supplying&erectingtriplepoleand neutral distribution board (tpndb), sp/tp mcbs total 8 ways /24 poles, with door, 1.2mm thickness surface/flush mounted, ip 43 protection on iron/gi frame (vertical busbar type) as per specification no. sw-swr/mcbdb 43 providing & erecting 3 pole mccb, 415 v, 100a, rated short-circuit breaking capacity 25 ka (ics=100% of icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/uv/trip alarm contact.mccb with phase barriers on both sides, insulation withstand capacity 800v, no line-load bias in provided enclosure/panel as per specification no. sw-swr/mccb 44 supplying & erecting crca sheet metal enclosures of 1.2mm thickness with 20a, 2 pin plug & earth socket and 20a, 3 pin plugtop with 20a/30a single pole mcb having rated short - circuit breaking capacity (icn) 10ka complete erected on angle iron/ gi frame. 45 supplying, erecting & terminatingfr xlpe insulated, galvanised steel formed wire armoured (strip) cable 1100 v, 3½ core35sq. mm. aluminium conductor completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. cb-lt/al 46 providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results asper specification no. ea-ep 47 supplying and erecting copper strip of high purity required size used for earthing on wall and/or any other purpose with necessarycopperclampsfixed on wall painted with bituminous paint with joints required. as per specification no. ea-ep. 48 supplying, installing, testing & commissioning split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor. room air conditioning unit 1.7tr to 2.0tr capacity having iseer minimum 5.0 suitable to operate on 250v, 50 hz, a.c. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant r32 having copper condenser, minimum 2.5pm filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dba at position in provided recess with wooden frame complete specification no. ap-ac/wac 49 supplying and erecting led panel light(600mm x 600mm) max. 30 w having crca powder coated housing, polystyrene diffuser having system lumens output of min. 3600 lumens, min. efficacy of 120 lumen/w, cri>80, cct upto 6500k, beam angle of 120 deg., max. ripple of 5%, thd0.95, operating range of 120-270v, surge protection of 2.5 kv, life class of 50,000 hrs. at l70b50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.

Central Government/Public Sector

TRN :34439059 | 17 May, 2025

Tender Value : 0

Purnia - Bihar

Tender for gem bids for steel tubes, tubulars and other steel fittings as per is 1239 (part 2 - steel pipe fittings) (q3) , steel pipes for water and sewage as per is 3589 (q3) , copper alloy gate valve for waterworks purpose as per is 778 (q3) , m - seal as per is 9197 (q3) , ply wood 8 footx4 footx 12 mm thick , ply wood 8 footx4 foot x 6mm thick , hydraulic door closer heavy duty rm-1000 , alum tower bolt 150 mm long bolt dia 12mm barrel dia 13mm , alum tower bolt 200 mm long bolt dia 12mm barrel dia 13mm , aluminium sliding door bolt 300mm long 16mm dia , screw steel 15 or 20mm , screw steel 25 or 30mm , screw steel 35 or 40mm , ss butt hinges 127 x 76 x 2 point 5 mm , m s but hinges medium weight 100 mm , fevicol 1 kg , gi nails 25mm , alumn bow handle 125mm rod dia 12 mm , alum tower bolt 100 mm long comma bolt dia 12mm barrel dia 13mm , gi nails 20mm , gi nails 2 inch , pvc rawl plug 100 nos in pkt , tools kit for trades man , plain glass panes 3 mm thick , wooden beading of size 20mm x 6mm x 8 inch , wooden beading of size size 20mm x 6mm x 20 inch , round plug wooden 25mm , aluminium door stopper 100mm long with leg , alum bow handle 150 mm rod dia 12 mm , bracket for curtain rod ss , gi screw 20 mm comma 25mm comma 35mm comma 50mm , haps and staple 100mm long ss , hasp and stapple 75mm long comma ss , ss wire mesh 0 point 36 mm dia of wire and width of aperature 1.40 mm 15 mtr roll , plywood 8 footx4 footx4mm thick , screw steel 40 or 50 mm , putty 1 kg pkt , alumn sheet 0 point 5mm thick comma 1 mtr wide 24g , stainless curtain rod 19 mm dia x 12ft lenght , super flush strip 100 mm wide 10 mtr long , hacksaw blade 25mm x 300mm , water storage tank 1000 ltr isi marked , cp bottle trap for whb 32 mm dia , tank cover pvc for 500 ltr capacity with fixing arrangement , tank cover pvc for 1000 ltr capacity with fixing arrangement , brass jumper washer for 15 mm bib tap , gi hook for pipeline , gi check nut 20mm , gi check nut 25mm , ms angle bracket for whb , pipe 32 mm dia for l by f pvc flush pipe , cement 50 kg opc dash 43 grade , white cement 1 kg , pad lock 6 lever , drill bit for brick hole 4mm 5mm 6mm 8mm and 10mm

State Government

TRN :34439892 | 19 May, 2025

Tender Value : 2.76 Lacs

Lucknow - Uttar Pradesh

Tender for toilet and water arrangement work

Central Government And Public Sector

TRN :34442137 | 13 May, 2025

Tender Value : 57.38 Lacs

Darjeeling - West Bengal

Tender for repair of existing drains, dormitory rooms with proper water supply arrangement and other miscellaneous repair works with painting at right bank near 33kva substation and cisf post/main gate area of teesta low dam-iii power station

State Government

TRN :34436356 | 21 May, 2025

Tender Value : 87.53 Lacs

Hooghly - West Bengal

Tender for sinking of 3 nos tube-well with replacement of 2nd t.w. by d.r. rig method, construction of 3nos 3.65 m x 3.0 m switch room with sanitary and water supply arrangement, construction of 3 nos boundary wall and connection of 3nos tubewell of goghat

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Tender for toilet and water arrangement work

Tender for repair of existing drains, dormitory rooms with proper water supply arrangement and other miscellaneous repair works with painting at right bank near 33kva substation and cisf post/main gate area of teesta low dam-iii power station

Tender for sinking of 3 nos tube-well with replacement of 2nd t.w. by d.r. rig method, construction of 3nos 3.65 m x 3.0 m switch room with sanitary and water supply arrangement, construction of 3 nos boundary wall and connection of 3nos tubewell of goghat

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