Latest pitch roller Tenders | Government pitch roller Tenders

CTN :45513634

26 Jun, 2026 NA

Kupwara - Jammu And Kashmir

Tender For hydrostatic tandem pitch roller with diesel engine

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 :45485279

19 Jun, 2026 NA

Ropar - Punjab

Tender For supply of manual pitch roller (q3)

Central Government/Public Sector

CTN :45406738

23 Jun, 2026 NA

Karaikal - Pondicherry

Tender For supply of gym equipment b b - gym equipment b b - commercial treadmill , stair climber , magnetic air bike , commercial spin bike , rear delt , lat pull- mid row , assisted chins - dips , inner outer thigh , leg curl - extension , leg press , shoulder press , cable cross over , power rack with platform , smith machine , squat rack , multi adjustable bench , fid bench , hyper tension , barbell rack , plate tree , olympic flat bench , belt squat , t- bar row , wrist curl pin loaded , three tier dumbbell with saddle oval , dumb bells , kettle bells , olympic weight plate , chromed deadlift bar , olympic barbell , skipping rope , bosu ball , gym yoga ball printed , resistance bands , double handle seated row , v handle triceps pushdown , lat pull down bar , biceps triceps bar , jaw collar lock , weightlifting set , triceps rope , floor mat , curve treadmill , knee lifting machine , multi-function press , standard metal weight plates , jerk blocks , lifting platform , olympic multi bench press , cricket pitch roller * /bid number : gem/2026/b/7612834 + /dated: 02-06-2026 ' ' / bid document 1 / 40

State Government

CTN :45358052

06 Jun, 2026 10.00 Lacs

East Nimar - Madhya Pradesh

Tender For supply and collection of b.t.patch material diff.location of road under khandwa sub division - tippers/dumpers., steel wheel static / vibratory roller, motor grader, water tanker, excavator, back hoe (jcb), sensor paver, bitumen emultion browser, pneumatic tyre roller (ptr), wmm plant, batch type hot mix plant

State Government

CTN :45341470

16 Jun, 2026 4.25 Lacs

Korba - Chhattisgarh

Tender For deployment of vibratory roller for strengthening, restoration and compaction works of service road and ash filled areas at podimar ash dyke of dspm tps, cspgcl, korba east.

State Government

CTN :45348349

03 Jun, 2026 NA

Surat - Gujarat

Tender For providing and laying road materials and machinery for various road under surat (r&b) division-1, surat. asphalt patch work and miscellaneous work of i.r and c.r. for annual rates (asphalt work) - providing and laying 50 mm thick compacted b.m. in single layer with b.t. aggregate as per morth specification and bitumen grade 60 or 70 (vg-30) for tack coat at 2.5 kg. or 10sq.mt. with mechanical sprayer and bitumen grade 60 or 70 (vg-30) for mixing at the rate 34.0kg or m.t. i.e. 3.4 percentage of total mix including heating the aggregate and asphalt by batch mix plant and spreading the same by manually patch work and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete for surat (r and b sub division no.2 surat), for sub division svr sub division, providing laying 20mm (compacted) thick mix seal surface premixed with bitumen grade 60 or 70 (vg-30) tack coat at 2.5 kg. or 10 sq.mt. with mechanical sprayer and bitumen grade 60 or 70 (vg-30) for mixing at 5.09 percent by weight of total mix and filler, bitumen during preparing of hot mit material in drum mix plant with all taxes and delivery at hot mix plant site, labour charges and or tools required and asphalt by drum mix plant and spreading the same by manually patch work and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. completefor surat (r and b sub division no.2 surat), for sub division svr subdivision, providing and laying 25 mm thick compacted s.d.b.c.with b.t. stone chips as per m.o.r.t.h. gradation and specification and bitumen grade 80 or 100 for mixing at the rate of 50 kg or m.t.by wt. of mix i.e.(5.0 percentage of total mix) (as per mix design) including the aggregate and asphalt by batch mix mix plant using including heating and spreading the same by manually patch work and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete.for surat (r and b sub division no.2 surat), for sub division svr subdivision, providing and applying asphalt painting on b.t. surface with mechanical sprayer using bitumen 60 or 70 (vg-30) at the rate of 5.00 kg or 10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.m. or 10 sq.mt. and rolling with smooth wheeled and pneumatic roller and brushing etc. complete. for surat (r and b sub division no.2 surat), for sub division svr subdivision

CTN :45286668

28 May, 2026 60.00 Lacs

Rupbas - Rajasthan

Tender For estimated cost of construction materials required in mahanrega and other schemes for the financial year 2026&27 - close graded gsb material as pert table /400.a, aggregates 45mm to 2.8 mm, aggregates 6 mm nominal size, stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve, cost of water, / / , - / , , , . . ., , fine , / , - /local, (fly ash), , ( , ), / (for other than road work), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ), 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), yhm lfgr( 1/6), yhm lfgr( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm), (i st class), (ii class), / / , (rr), (cr), (15cm ), (23cm / ), (dpc,sill,coping,lintel,tand,almirha etc), 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / , upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, , 900 , 901 2300 , 2300 , ( ), 900 , 901 2300 , 2300 , ( 20mm ), 900 , 901 2300 , 2300 , , , ( ii quality/ 20mm ), 900 , 901 2300 , 2300 , , 100 x 75 ., 125 x 75 ., , up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, ( , ), , , , (30 mm , ), , ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , (24 , 14 ), 40 , , 3 . . , - , , (water bound), - ( / ), ( / ), , hsd, , (25 mm thick), ( ), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), , . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), , . . . 1 mm ( / ), (183x90), , . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), 125 . . . . (grating), . . . np3 , 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked, 0.50 . ., 1.00 . ., 1.50 . ., 2.50 . ., 4.00 . ., 6.00 . ., 13/0.20 . . , , isi marked, 20 . . , 25 . . , isi marked, 25 . . , 20 . . , , 20 . . , 20 . ., , 25 . . , 20 . . ( ), , 3 , 2 , , 2 , 3 , , isi marked, 15/16 , 5/6 , , isi marked, 3 5/6 , 6 15/16 , 6 x 75 , , 2+2 , , , 2+4 , , , 2+6 , , , ( ), 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , pkjdksy, ihohlh okvj vsad e; doj vkbz,l%12701@1989 ds vuq:i , mhty] jksm] jksyj 8 ls 10 vu, lhi qqv jksyj, v~zd 9 vu, v~zsdvj 25 & 40 ,pih , v~zsdvj v~zksyh, v~zsdvj ikuh vsadj {kerk 4000 yhvj okvj, lhesav dadjhv fedlj 5&7 ?ku fqv, ifeiax lsv 15 ,pih, fufmy@ iysv gkmzos;j e; vkijsvj, mv xkmh@osy xkmh m~zkboj lfgr, f?klkbz ekhu e; vkijsvj cmh eksvj pkfyr , deizskj, hydrolic ezcavater@jcb ( burket capacity0.4 cum), meij, ldszij, lkvfjax ydmh ds quvs e; oyyh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, lvfjax fiykbz dh e; cyykh o vu; lkezxh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds gvkuka, lvfjax yksgs dh iysv dh e; oyykh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, ikuh o ifeiax o; hkjkbz, filkbz ekhu e; vijsvj nksvh glr pkfgr , dq,s gsrq yksgs dk qekz o;kl 03 eh mpkbz 75 lseh e; vhoh lkbzv ij yxkuk fu/kkzfjr vof/kds ckn gvkuk, dyvhosvj, wet mix plat @ 75 tonne capacity per hour, generator 250 kva, water tanker 6 kl capacity 5 km lead with one trip per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost carriage to cover cost of loading and unloading, motor grader 110 hp, vibratory roller 8-10 tonne

CTN :45286669

01 Jun, 2026 60.00 Lacs

Rupbas - Rajasthan

Tender For estimated cost of construction materials required in mahanrega and other schemes for the financial year 2026&27 - close graded gsb material as pert table /400.a, aggregates 45mm to 2.8 mm, aggregates 6 mm nominal size, stone crusher dust finer than 3 mm with not more than 10% passing 0.075 sieve, cost of water, / / , - / , , , . . ., , fine , / , - /local, (fly ash), , ( , ), / (for other than road work), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , (5 . ), 63-40 ( 1/11), 63-40 ( 1/11), 90-45 . ( 1/11), yhm lfgr( 1/6), yhm lfgr( 1/6), ( 1/6), (pi 4-6)( 1/6), (22.5 x 11 x 7.50 cm), (i st class), (ii class), / / , (rr), (cr), (15cm ), (23cm / ), (dpc,sill,coping,lintel,tand,almirha etc), 25mm , 25-40mm , 40-50mm , 50-75mm , 75-100mm , 100-150mm , / , upto 35mm thick, min. 3 sqft or more area, 60-75mm , min. 3 sqft or more area, , 900 , 901 2300 , 2300 , ( ), 900 , 901 2300 , 2300 , ( 20mm ), 900 , 901 2300 , 2300 , , , ( ii quality/ 20mm ), 900 , 901 2300 , 2300 , , 100 x 75 ., 125 x 75 ., , up to 1.5 m length, minimum 40mm thick, 1.5 m to 2.40 m length, minimum 50mm thick, 2.4 m to 3.0 m length, minimum 65mm thick, above 3.0 m length, minimum 75mm thick, precast tiles / blocks, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, interlock tiles/brick/block for road work, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, ( , ), , , , (30 mm , ), , ( fe 415/500 ), 18 , , / / / , (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage, , (24 , 14 ), 40 , , 3 . . , - , , (water bound), - ( / ), ( / ), , hsd, , (25 mm thick), ( ), . . 22 (0.80 mm), . . 24 (0.63 mm), . . 22 (0.80 mm), . . 24 (0.63 mm), , . . 1 . . , . . 22 (0.80 m.m.), 6mm(2.5/2.75x1m), , . . . 1 mm ( / ), (183x90), , . . 15 . . (b class), . . 20 . . (b class), . . 25 . . (b class), . . 75 , . . 100 , . . . 90 . . ( ), . . . 110 . . ( ), . . . 140 . . ( ), . . . 110 . .(2.5kg/sq.cm) , , indian w.c., orrisa w.c., european w.c., (foot rest), (urinal) 430*350*300mm , . . . , (wash-basin )450*300mm , . . . , (s.w.) 100 m.m. , 0.6 . , . . (dia 15 mm) (is mark), . . (dia 15 mm)(is mark), 125 . . . . (grating), . . . np3 , 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked, 0.50 . ., 1.00 . ., 1.50 . ., 2.50 . ., 4.00 . ., 6.00 . ., 13/0.20 . . , , isi marked, 20 . . , 25 . . , isi marked, 25 . . , 20 . . , , 20 . . , 20 . ., , 25 . . , 20 . . ( ), , 3 , 2 , , 2 , 3 , , isi marked, 15/16 , 5/6 , , isi marked, 3 5/6 , 6 15/16 , 6 x 75 , , 2+2 , , , 2+4 , , , 2+6 , , , ( ), 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , pkjdksy, ihohlh okvj vsad e; doj vkbz,l%12701@1989 ds vuq:i , mhty] jksm] jksyj 8 ls 10 vu, lhi qqv jksyj, v~zd 9 vu, v~zsdvj 25 & 40 ,pih , v~zsdvj v~zksyh, v~zsdvj ikuh vsadj {kerk 4000 yhvj okvj, lhesav dadjhv fedlj 5&7 ?ku fqv, ifeiax lsv 15 ,pih, fufmy@ iysv gkmzos;j e; vkijsvj, mv xkmh@osy xkmh m~zkboj lfgr, f?klkbz ekhu e; vkijsvj cmh eksvj pkfyr , deizskj, hydrolic ezcavater@jcb ( burket capacity0.4 cum), meij, ldszij, lkvfjax ydmh ds quvs e; oyyh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, lvfjax fiykbz dh e; cyykh o vu; lkezxh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds gvkuka, lvfjax yksgs dh iysv dh e; oyykh o vu; lkexzh e; vhih lkbzv ij yxkuk fu/kkzfjr vof/k ds ckn gvkuka, ikuh o ifeiax o; hkjkbz, filkbz ekhu e; vijsvj nksvh glr pkfgr , dq,s gsrq yksgs dk qekz o;kl 03 eh mpkbz 75 lseh e; vhoh lkbzv ij yxkuk fu/kkzfjr vof/kds ckn gvkuk, dyvhosvj, wet mix plat @ 75 tonne capacity per hour, generator 250 kva, water tanker 6 kl capacity 5 km lead with one trip per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost carriage to cover cost of loading and unloading, motor grader 110 hp, vibratory roller 8-10 tonne

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