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State Government

CTN :45289932 Due date: 29 May, 202629 May, 2026 NA
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

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 :45264575 Due date: 01 Jun, 202601 Jun, 2026 50.00 Lacs
Tender For supply of gp gushyari goods supply open tendar 2026-2027 year 2026-2027 - aggregates 45mm to 2.80 mm, aggregates 6 mm nominal size, stone creshar dust finer than 3 mm with not more than 10% passing 0.075 sleve, cost of water, / / , - / , , . . ., , / , - /local, (fly ash), , ( , ), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , 63-40 dzskj ls ( 1/11), 63-40 gkfk ls ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (i st class), (ii class), (rr), (cr), (15cm ), (23cm / ), ( 10-12", 2-3, 2.5-3.5"), (flaky material)(3-4" thick & length,1-2" width), 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 , 901 2300 , 900 , 2300 , , , 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, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, 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), 125 . . . . (grating), 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , 20 . . , 25 . . , . . . ( (is:12701-1989 ) 500 litre, 13/0.20 . . , , 6 x 75 , 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 15/16 , 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 ) , , , , wet mix plant @75 tone capacity per hours, generator 250 kva, water tanker 6 kl capacity 5 km lead 1 trip per hours, front end loader 1 cum bucket capacity, tripper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, etc, viberatory roller 8-10 tone

CTN :45264731 Due date: 01 Jun, 202601 Jun, 2026 50.00 Lacs
Tender For supply of gp mudota goods supply tendar year 2026-2027 - aggregates 45mm to 2.80 mm, aggregates 6 mm nominal size, stone creshar dust finer than 3 mm with not more than 10% passing 0.075 sleve, cost of water, / / , - / , , . . ., , / , - /local, (fly ash), , ( , ), 40mm ( )( 1/11), 40mm ( )( 1/11), 20mm ( ), 12/10/6mm ( ), , 63-40 dzskj ls ( 1/11), 63-40 gkfk ls ( 1/11), 90-45 . ( 1/11), ( 1/6), ( 1/6), ( 1/6), (pi 4-6)( 1/6), (i st class), (ii class), (rr), (cr), (15cm ), (23cm / ), ( 10-12", 2-3, 2.5-3.5"), (flaky material)(3-4" thick & length,1-2" width), 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 , 901 2300 , 900 , 2300 , , , 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, glazed size-30x45 cm, mosaic size-40mm thick, vitrified size-60x60 cm, cement interlocking block m-30grade, 60mm thick, cement interlocking block m-30grade, 80mm thick, cement interlocking block m-30grade, 100mm thick, 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), 125 . . . . (grating), 1200mm , 1000mm , 750mm , 600mm , 450mm , 300mm , 20 . . , 25 . . , . . . ( (is:12701-1989 ) 500 litre, 13/0.20 . . , , 6 x 75 , 25 . . , 20 . . , 20 . . , 20 . ., , 25 . . , 20 . . ( ), 3 , 2 , 2 , 15/16 , 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 ) , , , , wet mix plant @75 tone capacity per hours, generator 250 kva, water tanker 6 kl capacity 5 km lead 1 trip per hours, front end loader 1 cum bucket capacity, tripper 10 tonne capacity, add 10% of cost of carriage to cover cost of loading and unloading, etc, viberatory roller 8-10 tone

State Government

CTN :45131088 Due date: 20 May, 202620 May, 2026 NA
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

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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