Latest graders Tenders | Government graders Tenders

CTN :45478954

20 Jun, 2026 NA

East Sikkim - Sikkim

Tender For corrigendum : providing of hiring of earth moving equipments, material handling equipments and cranes (per hour basis) - as per buyer's requirement; earth moving equipment; motor graders

CTN :45571068

02 Jul, 2026 NA

Jalandhar - Punjab

Tender For descaling, de-rusting and internal painting of centrifugal station - batch type centrifugal machine, continues c/f machine, pug mills, magma mixture, molasses run off tanks, sugar melter, molasses and messcuite gutters, sugar hoppers, sugar graders, sugar elevators, pipe lines, molasses weighing scale etc..

CTN :44993428

16 Jun, 2026 7.15 Lacs

Rampur-Up - Uttar Pradesh

Tender For bid to ras bid to ras supply of fabrication and construction of copper plate earthing details of electrodes and earth pit at akashvani rampur, uttar pradesh , interconnecting earth electrodes with providing, fabrication and fixing of 50mmx3mm copper strip at akashvani rampur, uttar pradesh , copper strip laying for extension of earthing system up to the xtr hall, ups and lt panel and terminating in bus bar by digging the soil and placing the copper strip along the trenches at air rampur , providing of 375x38x6mm copper bus bar with insulators and steel nut bolts and the fixing of 375x38x6mm copper bus bar is to be done to terminate the different earthing system at akashvani rampur. , providing and fixing of nomenclature sign marker for earth pits at akashvani rampur, uttar pradesh , digging of trenches of size 450mmx600mm total length 118mtr for 185 sq mm 3.5core and starting from electricity board energy meter to lt panel inside room and to respectively by digging the path , providing and grouting of 2 nos. of 3inch dia g.i pipes of different length on the cement concrete flooring and along the vertical walls. total length of both pipes is 27 mtr. , providing, grouting and fixing 2 nos. of 4inch dia g.i pipes along the ms stand of main mccb at energy meter. total length of both pipes is 14 mtr. , unwinding roll of 185 sq mm 3.5core al. cable from the cable drum and laying 2 length of this power cable through the trenches and through the gi pipes as laid down at akashvani rampur , reconstructing the cc flooring and repairing the area with cement concrete and stone aggregate mixer and finishing the surface, complete in all respect at akashvani rampur , providing and fixing of lt cable route marker made up of 2.5inch dia signage with 10mm x 2ft long ms rod at akashvani rampur, uttar pradesh fabrication and construction of copper plate earthing details ) /bid number : gem/2026/b/7445375 * /dated: 24-04-2026 & & / bid document 1 / 22

State Government

CTN :45542764

19 Jun, 2026 NA

Balurghat - West Bengal

Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem

State Government

CTN :45397974

18 Jun, 2026 80.77 Lacs

Kota - Rajasthan

Tender For corrigendum : work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 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 blening to be as per table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all l

CTN :45499744

24 Jun, 2026 27.12 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in torragudipadu g.p of chimakurthy mandal package 5 works - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499755

24 Jun, 2026 17.88 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in yerragudipadu (v) & g.p chimakurthy mandal package 2 (3 works) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499760

24 Jun, 2026 27.45 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in yelurivaripalem (v) of chimkaurthy mandal package (4 works) - shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders. , scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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 suitable material as per technical specification 305 mord / 304 morth , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges.

CTN :45499768

24 Jun, 2026 17.53 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in pulikonda (v) of chimkaurthy mandal package 1 (3 works) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders.

CTN :45499769

24 Jun, 2026 17.57 Lacs

Ongole - Andhra Pradesh

Tender For providing developmental works in pulikonda (v) of chimkaurthy mandal package 2 (3 works.) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord, construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges., construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord, shoulders are filling the selected earth for levelling the site as per drawing and technical specification clause 305.3.9 mord & 304 morth but excluding gst & seigniorage charges. for shoulders., earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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 suitable material as per technical specification 305 mord / 304 morth

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