Latest vertical turning machine Tenders | Government vertical turning machine Tenders

CTN :45245238

28 May, 2026 60.00 Lacs

Bikaner - Rajasthan

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 :45203658

25 May, 2026 50.00 Lacs

Bikaner - Rajasthan

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

25 May, 2026 85.00 Lacs

Bikaner - Rajasthan

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

26 May, 2026 60.00 Lacs

Bikaner - Rajasthan

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

Central Government/Public Sector

CTN :45218789

25 May, 2026 NA

Bilaspur - Chhattisgarh

Tender For corrigendum : procurement of spares for fly ash cement feeding system of vhp 5000 ash brick plant at ntpc sipat

corporations/Associations/Others

CTN :45034145

27 May, 2026 43.16 Lacs

Jhansi - Uttar Pradesh

Tender For corrigendum : providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.

Central Government/Public Sector

CTN :45214053

25 May, 2026 NA

Kokrajhar - Assam

Tender For providing of operation and maintenance of other machines and plants - 200152647 mega operation and maintenance of ash handling plant ba fa dyke and pipeline brick plant and patrolling etc

Central Government/Public Sector

CTN :44870262

18 May, 2026 2.46 Crore

Raipur - Chhattisgarh

Tender For corrigendum : supply of materials to ash brick/naca plant including charging fly-ashand cement into silos at ntpc sipat (yr 2025-26)

Central Government/Public Sector

CTN :45060614

07 May, 2026 NA

Sundergarh - Odisha

Tender For procurement of spares for ash brick plant at ntpc darlipalli

corporations/Associations/Others

CTN :45033657

20 May, 2026 35.17 Lacs

Jhansi - Uttar Pradesh

Tender For providing of m & r of 2x110 mw and 2x210 mw ash dykes at ptpp, parichha. - carriage of cmr/ash by mechanical transport including loading, unloading and stacking upto 5 km distance from power house area to ash ponds at ptpp parichha. payment to be made after deducting voids as per cpwd specfication or as decided by engineer in charge. , earth/ash work in excavation in earth over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed , placing of precast rcc planks in decantation well including its carrige and putting it into slott including all labour t&p etc. required for proper completion of work. , providing and laying empty cement plastic bags filling the same with ash having capacity of 50kg and stiching the same with sutali, laying with ash pond area as per instruction of engineer incharge. , engaging jcb/hydra machine on hire bases including hire fuel driver helper etc. complete. , dry stone pitching 22.5/30 cm thick including supply of stones and preparing surface filling from fly ash with watering & compection complete including carriage from coal handling area.(boulder free of cost from chd area in plant) , spreading of cmr/ash/earth by opening of stack including dressing watering compaction/ramming etc. complete for proper completion of work as per direction of engineer in charge of the work. payment to be made on compacted quantity. , clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared , brick work with fly ash bricks f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) , cement plaster (in fine sand) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , formation of dyke/ roads using approved materials including the preparation of borrow area,stripping, watering of borrow area, excavation of approved quality of material from borrow area,using poclains or any other mechanical means,loading, unloading, transporting by dumpers,trucks etc., surface watering / dewatering,lowering of water level to at least 0.5 m belowthe bottom of the working level, includingconstruction of cofferdams wherever required,depositing the fill material on the dyke,spreading by dozers or grader in layers notexceeding 30 cm in compacted thickness forforming the embankment with all leads, lifts,breaking clods, watering, compaction with min. 10tone capacity vibratory rollers or pneumatictyred rollers to achieve a dry density not lessthan 95% of maximum dry density (standardproctor) forming extra width on edges, trimmingof slopes and slope compaction with dozers orslope compactors to obtain the section as perconstruction drawings, with all incidental charges, cost of labour, equipment, materialsetc. complete as per specifications, drawings and as directed by the engineer. with ash available from inside ash dyke area , structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. , same as above item but steel shall be issued by department free of cost ( steel issued by department) , steel reinforcement for r.c.c. work including straightening, cutting, bendin g, placing in position and binding all complete for thermo-mechanically treated bars

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