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CTN :45286668 Due date: 28 May, 202628 May, 2026 60.00 Lacs
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 Due date: 01 Jun, 202601 Jun, 2026 60.00 Lacs
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

Central Government/Public Sector

CTN :45301180 Due date: 26 May, 202626 May, 2026 NA
Tender For corrigendum : supplementary discount for the tender of running and operation of one no grader with helper for road cleaning atpvunl, patratu

CTN :45203658 Due date: 25 May, 202625 May, 2026 50.00 Lacs
Tender For pr rd and nrega scheame material supply e -tender fy 2026-27 - / / , - / , , . . ., , 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), ( 1/6), ( 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 / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (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 ) 901 2300 , 900 , 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, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (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), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , 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 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, close garaded gsb material as part table 400 a, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45203659 Due date: 25 May, 202625 May, 2026 85.00 Lacs
Tender For rd pr and mgnrega scheame material supply e-tender fy 2026-27 - / / , - / , , . . ., , 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), ( 1/6), ( 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 / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (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 ) 901 2300 , 900 , 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, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (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), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , 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 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, 500 micron ldpe plastic shett, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45203668 Due date: 26 May, 202626 May, 2026 60.00 Lacs
Tender For corrigendum : fy 2026-27 rd pr and nrega scheame material supply e-tender - / / , - / , , . . ., , 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), ( 1/6), ( 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 / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (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 ) 901 2300 , 900 , 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, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (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), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , 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 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, close garaded gsb material as part table 400 a, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45245238 Due date: 28 May, 202628 May, 2026 60.00 Lacs
Tender For fy 2026-27 rd and pr scheame material supply e-tender gram panchayat kudsu - / / , - / , , . . ., , 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), ( 1/6), ( 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 / ), / / ( 2-3, 10-12", 2.5-3.5"), (flaky material)(3-4" thick & length and width 1-2"), (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 ) 901 2300 , 900 , 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, isi marked 1.50 . ., 2.50 . ., 0.50 . ., 1.00 . ., 4.00 . ., 6.00 . ., ( , ) , , , (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), . . . np3 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , isi marked 20 . . , 25 . . , , . . . ( (is:12701-1989 ), 13/0.20 . . , , 6 x 75 , 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 , 2+2 , , , 2+4 , , , 2+6 , , , ( ) 15.00 . . , 40.00 . . , 8 swg (4.00 . . ) (0.117 / .), / , , 8 10 , , 9 , (25-40 hp), , 4000 , 5-7 , 15 . ., niddle/plate , / , ( , ), compressor, hydrolic excavater/jcb (bucket capacity 0.4cum), , , , , , , , , , , , , , , ( ), ( , ), ( 3 , 75 ) , , , , item 211, wet mix plant @75 tonne capacity per hour, generator 250 kva, water tancker 6 kl capacity per hour, front end loader 1 cum bucket capacity, tipper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, motor grader 110 hp, vibrator roller 8-10 tonne, close garaded gsb material as part table 400 a, aggregates 45 mm to 2.8mm, aggregates 6 mm nominal size, stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve., cost of water

CTN :45280748 Due date: 18 Jun, 202618 Jun, 2026 2.69 Crore
Tender For supply of hiring of tippers for disposal of muck between km 6.8 to km 14.347 , hiring of excavator for formation cutting between km 6.8 to km 14.347 on tbsps rd , hiring tippers for disposal of muck between km 14.347 to km 21.894 on tbsps rd , hiring of excavator for formation cutting between km 14.347 to km 21.894 on tbsps rd , hiring of motor grader for construction of road tbsps from km 6.8 to km 21.894 on tbsps rd

Central Government/Public Sector

CTN :45083473 Due date: 14 May, 202614 May, 2026 NA
Tender For running and operation of one no grader with helper for road cleaning atpvunl, patratu

corporations/Associations/Others

CTN :45021663 Due date: 05 May, 202605 May, 2026 NA
Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, 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 smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra
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