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State Government

TRN :49052588 | 15 May, 2025

Tender Value : 28.68 Lacs

Dadra And Nagar Haveli - Gujarat

Tender for providing and laying new rubble pitching at rbed ch.2365 to 2455 on berm (85.60 to 72.00,72.00 to 61.00 ,53.34 to 48.79 )as pilot project in d/s of drp

State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 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 etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 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 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

State Government

TRN :49054544 | 15 May, 2025

Tender Value : 8.15 Lacs

Challakere - Karnataka

Tender for supply of materials for construction of rain water flood contol canal near gudda of nannivala village in challakere taluk - miscellaneous /contingencies charges,display board or cib,mr9665 spalls/blasted rubbles,tractor 40 hpp,mtk add handling , loading and unloading at 1% on material,mtk casurina poles 100 - 150 mm,mtk stone chistler class ii,mtk mason class ii (with tools),mr9725 mason class i (with tools),mr9677 mixer (concrete small used in culvert),mr9426 boulders,mr9424 bond stone 20 x 20 x 45 cm,mr9535 size stone 20 x 20 x 25 cms,mr9773 add watering charges at 1 % on material,mr9678 mixer (concrete) - 1 cum capacity,mr367 portland cement,mr982 coarse sand (zone iii),mr9431 broken stone aggregate 12 mm to 10 mm size,mr9432 broken stone aggregate 20 mm size,mr9433 broken stone aggregate 40 mm size,quarry spalls,clk rubble stones

State Government

TRN :49054586 | 15 May, 2025

Tender Value : 5.59 Lacs

Chitradurga - Karnataka

Tender for supply of materials for construction of anganawadi building at lingavvanagathihalli village chikkabennur gp in chitradurga taluk under mgnrega - service charges for water tanker for one hour above work spot site including all lead and lifts and taxes cta800,service charges for tractor for one hour above work spot site including all lead and lifts and taxes cta800,providing and supplying bbm including all lead and lifts and taxes cta800,providing and supplying of tmt bars fe500 above work spot site including all lead and lifts and taxes cta800,providing and supplying of cement above work spot site including all lead and lifts and taxes cta800,providing and supplying of coarse sand above work spot site including all lead and lifts and taxes cta800,providing and supplying of size stone 20x20x25 cms above work spot site including all lead and lifts and taxes cta800,providing and supplying of rubble stone above work spot site including all lead and lifts and taxes cta800,providing and supplying of 20 mm jelly above work spot site including all lead and lifts and taxes cta800,providing and supplying of 40 mm jelly above work spot site including all lead and lifts and taxes cta800

State Government

TRN :49054588 | 15 May, 2025

Tender Value : 5.59 Lacs

Chitradurga - Karnataka

Tender for supply of materials for construction of anganawadi building at bahaddurgatta vaddarahatti village in kogunde gp in chitradurga taluk mgnrega - service charges for water tanker for one hour above work spot site including all lead and lifts and taxes cta800,service charges for tractor for one hour above work spot site including all lead and lifts and taxes cta800,providing and supplying bbm including all lead and lifts and taxes cta800,providing and supplying of tmt bars fe500 above work spot site including all lead and lifts and taxes cta800,providing and supplying of cement above work spot site including all lead and lifts and taxes cta800,providing and supplying of coarse sand above work spot site including all lead and lifts and taxes cta800,providing and supplying of size stone 20x20x25 cms above work spot site including all lead and lifts and taxes cta800,providing and supplying of rubble stone above work spot site including all lead and lifts and taxes cta800,providing and supplying of 20 mm jelly above work spot site including all lead and lifts and taxes cta800,providing and supplying of 40 mm jelly above work spot site including all lead and lifts and taxes cta800

Central Government/Public Sector

TRN :49055191 | 05 Jun, 2025

Tender Value : 7.92 Crore

Deesa - Gujarat

Tender for tender for provn of fencing and gate at af stn deesa (ph-ii); 1 b/r works 2 site clearance of area including shrubs, vegetation, grass, bush, weed, trees and saplings n. exc. 30 cm girth complete all as specified and directed. 3 excavating in post hole each n exc. 0.50 cum, getting out in soft/loose soil including returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc. 25 cm, watering including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n. exc. 30 cm girth (measured one meter above ground level) and removing rubbish/ surplus soil upto a distance of 50 meters outside and making good surface complete all as specified and directed.note : necessary dewatering of water if requried shall be included in the unit rate of item. 4 excavation in trenches, n nexc 1.5m wide and n. exc 1.5 m in depth, for foundation manholes, wells, drain etc.getting out in soft/loose soil including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n. exc. 30 cm girth (measured one meter above ground level) and removing rubbish/ surplus soil upto a distance of 50 meters outside complete all as specified and directed. 5 m & l for cement concrete 1:2:4 type b-1 (20 graded stone aggregate) as in post holes includingcompaction by vibratorcomplete all as specified and directed. 6 m & l for cement concrete 1:4:8 type d-2 ( 40 mm aggregate)in foundations, filling and mass concrete complete all as specified and directed. 7 s & f mild steel work as in fencing posts and struts in fencing including cutting tops of shape as directed, drilling holes, notching for wire, etc.,flat iron fillets and round bars with hooks at ends (for securing wire mesh etc.) incl all necessary drilling, bolting or riveting, etc, and similar work confirming to fe -290 gde e-165 complete all as specified and directed. 8 supply only chain link ms galvanised fencing, any size or type complete all as specified and directed. note :i) chain link of mesh size preferably 100 mm mesh 10 gauge thickness will be provided, however the size may be changed after written approval of ge.ii) the weight of chain link fencing shall be ascertained by boo ordered by ge 9 fixing only chain link fencing including line wires,any mesh,size and type to any type of standards,rails,straining bolts,etc. including provision of binding wire complete all as specified and directed. note : chain link of mesh size preferably 100 mm mesh 10 gauge thickness will be provided,howeverthe size may be changed after written approval of ge. 10 s & f 5-10 mm diameter of shank mild steel screw bolts ( machine made) with hexagonal or square heads at one end and screwed the other,or screwed both ends.each screwed end to be fitted with washers and one hexagonal or square nut, n exc. 5 cm long complete all as specified and directed. 11 m & l for mild steel work 10 mm dia round bars as in fencing cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 12 s & f galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, complete all as specified and directed. (each line wire to be measured) 13 material & labour for 610 mm dia punched tape concertina coil fencing stretches ( supporting wire of the same material as concertina coil ) having stranding specifications average weight not less than 1.06 kg/m incl coating of px2 compound (anti rust) and fixed in angle iron brackets on compound wall/ fencing with and including all scaffolding if required complete all as specified and directed. 14 m&l preparation of new steelsurfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 15 m & l for new steel primed surfaces of any description, n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 16 m&l brick work with sub class b bricks straight or curved on plan exceeding 6m mean radius bulit in cm 1:6 complete all as specified and directed. 17 m&l for cement concrete (1:2:4) type b-0 using 12.5 mm graded aggregate as incopingetc. including weathering, slighty rounded or chamfered angle including necessary form work complete all as specified and directed. 18 m&l rendering 10mm thickin cement mortar 1:6 on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. 19 m & l, two coats of cement based paint over one coat of alkali resistant primer in including preparation of new surface (preparing surfaces plastered or unplastered) on internal wall complete all as specified and directed. 20 s&f 110 mm bore pvc (swr) pipes single socketed in any length with rubber ring joints fixed to walls as in weep holes complete all as specified and directed. 21 m&l rcc m-25 (20mm graded aggregates) work as in foundation, including rafts, footing beam etc. complete all as specified and directed. 22 m&l rcc m-25 (20mm graded aggregates) work as in columns, pillars, piers, post and struts etc. complete all as specified and directed. 23 m & l for form work to side of concrete foundation, footing, bases of columns, raft sides and soffits (if any) of foundation and plinth beams with fair finish surface etc.complete all as specified and directed. 24 m & l for form work to sides of column with fair finished surface of concrete etc complete all as specified and directed. 25 m & l for mild steel bars (tmt) 10 mm dia and over, cut to lenth bent to shape required, including cranking bending spirally for hooping for columns hooking end and binding with steel wire or sequring with clips complete all as specified and directed. 26 m & l for mild steel bars (tmt) 8 mm dia and over upto and including 10 mm dia in stirrups, spaces and binder as in column complete all as specified and directed. 27 s&f steel sections fe-290(gde-e-165) forframed work as in doors or gates of angle or other section with gusset plates , rails, braces with ornamental and intricate design complete,drilled for fixing of steel sheeting or other covering. door, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fiftting (exc. of steel sheeting or other covering ,running rails and guides ) and hanging ; also fastening and fixing complete all as specified and directed. 28 m& l 20mm thick granite (of any type) work in steps, jambs,clading topillars, window-cills, cooking plateform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match the shade of granite and 20mm thick screed bed in cm 1:4 complete all as specified and directed. 29 returning, filling in, including spreading, levelling, watering and well ramming in layer not exc 25 cm complete all as specified and directed. 30 rough excavation not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and directed. 31 forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed. 32 removing excavated material ( soil ) exc 250m but n. exc. 500mand depositing where directed complete all as specified and directed. 33 m&l framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar workconforming to fe.290.gde-e-165 complete all as specified and directed. 34 e/m works 35 s & fjunction boxes madeup of crca sheet 2 mm thick of the 300 mm x 300 mm x 150 mm complete all as specified and directed. 36 s & f rigid non-metallic pvc conduit 20 mm dia exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc complete all as specified and directed. 37 s & f for galvanised of 50 mm bore tubes, light grade galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.

State Government

TRN :49057642 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-iii in fy-2025-26. - 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 up to 1.5 m, 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 dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 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.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

State Government

TRN :49057749 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-i in fy-2025-26. - 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 up to 1.5 m, 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 dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 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.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

State Government

TRN :49058066 | 15 May, 2025

Tender Value : 15.00 Lacs

Lalitpur - Uttar Pradesh

Tender for tender for painting work of culvert on road under ae-ii in fy-2025-26. - 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 up to 1.5 m, 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 dsr-2023 sl. 2.8.1 2 random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr-2023 sl. 7.2.1 3 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.as per dsr-2023 sl. 6.3.1 4 providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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) as per dsr-2023 sl. 4.2.3 5 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia rcc pipes.as per dsr-2023 sl. 19.35.2 6 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia rcc pipes. (laying by manual/ mechanical means)as per dsr-2023 sl. 19.35.3 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) as per dsr-2023 sl. 13.1.1 8 pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : flush/ ruled pointing as per dsr-2023 sl. 13.33.1 9 white washing with lime to give an even shade: new work (three or more coats) as per dsr-2023 sl. 13.37.1 10 colour washing such as green, blue or buff to give an even shade : new work (two or more coats) with a base coat of white washing with limeas per dsr-2023 sl. 13.39.1 11 providing and fixing 15x15x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides including top (cost of excavation, refilling and concrete etc. to be paid for separately). as per dsr-2023 sl. 16.22 (but excluding cost of stone) 12 providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.35x93.5x18 cm size.as per dsr-2023 sl. 16.24.3 (but excluding cost of km stone)

corporations/Associations/Others

TRN :49061687 | 29 May, 2025

Tender Value : 0

Sonbhadra - Uttar Pradesh

Tender for tender for annual maintenance of ash dyke of obra thermal power station. - 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil 2 excavation work by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock 3 filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 filling of empty jute/plastic bag in full with full stitching with nylon thread and stacking in crate from any where inside/outside ash pond including cost of all labour, material, t&p etc. 5 filling with 50kg. earth 6 filling with 50kg. ash 7 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 8 surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. all kinds of soil. 9 providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12(d=100 mm with tolerance of ±2%), zinic+10% al alloy+pvc coated, mesh wire diameter 2.7/3.7mm (id/od), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(id/od), supplied @3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of engineerin-charge. 10 random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :cement mortar 1:6 (1 cement : 6 coarse sand) 11 dry stone pitching 22.5cm thick including supply of stones and preparing surface complete work 12 dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 13 centering and shuttering including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete 14 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 15 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 :1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) 16 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars of grade fe-500d or more. 17 supplying and stacking at site 63 mm to 45 mm size stone aggregate 18 supplying and stacking at site moorum etc. 19 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 20 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) 21 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 22 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 23 engagement ofunskilledlabourfor executed the unforeseen works . 24 providing hydraulic excavator with 1 cum bucketfor different type of job related to chakari ash dyke and required another workas per direction of engineer-in-charge including hire charge of hydraulic excavator with operator,fuel, lubricant etc for proper completion of work.

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