Latest roller sale Tenders | Government roller sale Tenders

State Government

CTN :41236717

07 Aug, 2025 NA

Chandrapur - Maharashtra

Tender For supply of vibratory compactor (soil compactor and tandem roller) (q2)

State Government

CTN :41235081

18 Aug, 2025 1.42 Lacs

Handwara - Jammu And Kashmir

Tender For engine overhauling and other electro-mechanical works to tandem vibratory roller lying at sccr kupwara.

State Government

CTN :41124785

01 Aug, 2025 37.1 Thousand

Anantnag - Jammu And Kashmir

Tender For corrigendum : repairs to vibratory tandem roller hd-85 (escort make) of mechanical and hospital sub division 1st anantnag.

State Government

CTN :41200268

04 Aug, 2025 NA

Gurgaon - Haryana

Tender For supply of vibratory compactor (soil compactor and tandem roller) (q2)

State Government

CTN :41177618

28 Jul, 2025 NA

Gondia - Maharashtra

Tender For supply of construction materials - name of items, cements isi marks 53 gread (acc), cements isi marks 53 gread (birla gold), cements isi marks 53 gread (ultratech), stell isi mark (6 mm), stell isi mark (8 mm), stell isi mark (10 mm), stell isi mark (12 mm), stell isi mark (16 mm), stell isi mark (20 mm), 6 mm metal crusher broken, 12 mm metal crusher broken, 20 mm metal crusher broken, 40 mm metal crusher broken, 40 mm metal hand broken, 80 mm metal hand broken, soil bricks is type std size, cement bricks is type std size, sand, murum with royalty, murum transporting, tiles (ceramic, glezz tiles and verified tiles), oil paint, lime, gsb, carting of wate material, m.s.door, m.s.window, ventilator, 2x1.5mm frlsh copper wire, 2x2.5mm frlsh copper wire, 32 mm pvc truncking wire, 32amp mcb, 6 way board, isolater, metal clad distribution board 6 way, ceilling fan, regulator, metal clad distribution board 8 way, switch, plug socket, 3 pin socket, urinal pan women, urinal pan men, wash basin, camode toilet seat, pvc pipe (110mm), syntex (500ltr), nahni trap, tap, hume pipe septic tank, pvc pipe(20mm), vibratory roller 8 t0 10 tones, rcc soak pit tank (o.60mtr dai x 0.90 mtr ht with cover, information board, distemper, paving blocks, pvc pipe 75 mm dia. isi mark1, np-2 second class 1000 pipe with collars, np-2 second class 800 pipe with collars, np-2 second class 600 pipe with collars, np-2 second class 450 pipe with collars, gi pipe, latrine sheet, tar, soil, mixture machine rent, rolar machine, jcb, water tankar, centring

CTN :41179802

07 Aug, 2025 23.50 Lacs

Multi City - Karnataka

Tender For supply of various materials for construction of new works in chandapur neeralakatti gp limit under mahatma gandhi national rural employment guarantee scheme - mr9904-bib cock 20mm nominal bore, mr9473-granite stone slabs fine dressed 40 mm thick, mr9452-cleat angles gpbada, mr9451-chrominum plated screws gpbada, mr9445-casurina poles 75 - 100 mm dia gpbada, mr9444-casurina poles 100 - 150 mm gpbada, mr9433-broken stone aggregate 40 mm size gpbada, broken stone aggregate 12 mm to 10 mm size gpbada, bond stone 20 x 20 x 45 cm gpbada, aluminium window frame section 1.20 mm thick gpbada, alluminium tower bolt - 20 cm gpbada, alluminium handles - 15 mm gpbada, handling loading and unloading 3% on material gpbada, water storage tank gpbada, m.s rods gpbada, pvc beading gpbada, chlorinated polyvinyl-25 mm outer dia gpbada, binding wire gpbada, plasticizer / super plasticizer gpbada, display board_cib gpbada, electrification gpbada, coarse sand (zone iii) gpbada, water proofing cement paint gpbada, portland cement gpbada, mr9684-water tanker gpbada, mr9683-vibratory roller 8 tonne gpbada, mr9502-water gpbada, mr9475-gravel 2.36 mm/murrum gpbada, mr9471-granite metal 40 mm gpbada, mr9470-granite metal 20 mm gpbada, mr9458-crushed stone course aggregate 53 gpbada, mr9457-crushed stone chippings 13.2 mm gpbada, mr9434-burnt bricks class 35 (non modular) gpbada, mr9426-boulders gpbada, mr9738-add brush, putty, sand paper at 2% on cost of paint gpbada, mr9991-granite sink 23cm thick gpbada, mr9953-vitrified tiles 600x600 mm gpbada, mr9817-ms flat gpbada, mr9773-add watering charges at 1 % on material gpbada, mr9759-add providing and removing scaffolding at 3% on labour gpbada, mr9755-add hom of welding and grinding machine 4per on material gpbada, add hom of welding and grinding machine 2per on material gpbada, mr9498-mathi/nandi wood planks for panels 25 mm thick gpbada, mr9491-liquid wood filler gpbada, mr9487-jungle wood runners and planks gpbada, mr9463-enamel metal paint gpbada, mr9459-cudddapah slab 2.5 cms thick gpbada, broken stone aggregate 20 mm size gpbada, thick plain glass gpbada, miscellaneous harges gpbada, mr9753-add handling , loading and unloading at 2% on material gpbada, mr9752-add handling , loading and unloading at 1% on material gpbada, mr9749-add cutting and other wastage 5% gpbada, mr9727-add 15% wastage for glass gpbada, mr9725-mason class i (with tools) gpbada, mr9690-painter class i gpbada, mr9688-unit cost as per the specification gpbada, mr9678-mixer (concrete) - 1 cum capacity gpbada, mr9677-mixer (concrete small used in culvert) gpbada, mr9675-hom of vibrator 0.71 days gpbada, mr9640-brick gpbada, mr9607-welder grade i gpbada, mr9606-stone dresser (with tools) gpbada, mr9598-fitter class i gpbada, mr9597-fabricator gpbada, mr9554-tmt bars fe 500 gpbada, mr9535-size stone 20 x 20 x 25 cms gpbada, mr9534-silver oak or equivalent planks 38 mm thick gpbada, mr9528-rubble stones gpbada, mr9527-rubber beading for shutters beading gpbada, mr9510-pigment gpbada, mr9508-nylon rollers gpbada, labour charges 7% on materialgpbada, mr9499-mathi/nandi wood scantling gpbada

CTN :41166613

29 Jul, 2025 6.58 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan tola, clearing and grubbing road land (by manual means)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 earlier and 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 technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wmm(wet mix macadam)providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., semi-dense bituminous concreteproviding and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of 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 specification clause no. 508 complete in all respects., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, constructi

CTN :41166601

29 Jul, 2025 7.00 Crore

Bagaha - Bihar

Tender For rrsmp/25-26 bagaha-1/03 - khabtola gulten miyake ghar se shekh karmulah ke ghar tak, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of 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 specification clause no. 508 complete in all respects., construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401., providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth

CTN :41166591

29 Jul, 2025 12.56 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/10 - pmgsy bhika more to barbanna mmgsy via bhika west, clearing and grubbing :- clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401., water bound macadam gr iii :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of 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 specification clause no. 508 complete in all respects., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip 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 as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of

CTN :41166636

29 Jul, 2025 5.44 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/09 - pwd road to dahua bari goth tola, clearing and grubbing :- clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, construction of subgrade and earthen shoulders :- construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material(grade ii) :- construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401., water bound macadam gr iii :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., prime coat :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of 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 specification clause no. 508 complete in all respects., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip 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 as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of encapsulated lens

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