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Tender Value

Central Government/Public Sector

CTN :43160949 Due date: 02 Jan, 202602 Jan, 2026 NA
Tender For supply of copper-oxy-chloride 50 percent wp , copper hydroxide 53. 8 percent df , azoxystrobin 20 percent sc plus difenoconazole 12. 5 percent sc , kasugamycin 5 percent plus copper oxychloride 45 percent wp , metiram 55 percent wg plus pyraclostrobin 5 percent , tebuconazole 50 percent plus trifloxystrobin 25 percent wg , copper sulphate plus mancozeb , mandipropamid 23. 4 sc , chlorothalonil 75 percent wp , thiophanate methyl , metalaxyl-m plus chlorothalonil , dithiocarbamate based remedy , hexaconazole plus zineb , propineb , metalaxyl plus mancozeb , tricyclazole plus mancozeb , fluopyram 17. 7 percent plus tebuconazole 17. 7 percent ww , copper sulphate , propiconazole , chloropyriphos , fosetyl ai , tebuconazole , carbendazim , fluopyram , fluensulfone , bromo-2-nitropropane-1,3 diol , azoxystrobin 23 percent sc , carbofuran 3 percent cg , chlorantraniliprole 18. 5 percent , cyantraniliprole , beta cyfluthrin plus imidacloprid 300 , imidacloprid 30. 5 percent sc , spinosad 45sc , thiamethoxam 12. 6 percent plus lambda-cyhalothrin 9. 5 percent zc , flonicamid 50 wg , spirotetramat 11. 01 plus imidacloprid 11. 01 percent ww sc , chlorantraniliprole 9. 3 percent w w plus lambda cyhalothrin 4. 6 percent w w zc , spinetoram 12 percent sc , spiromesifen , buprofezin , fish oil rosin soap , acetamiprid 20 percent sp , flubendiamide 19. 92 percent plus thiacloprid 19. 92 percent w w sc 480 sc , propargite 57 percent ec , thiamethoxam 25 percent wg , spirotetramate , neem oil 10000ppm , cypermethrin 25 percent ec , chlorpyriphos 20 percent ec , lambda cyhalothrin 5 percent ec , emamectin benzoate 5 percent sg , deltamethrin , spreader plus sticker , n p k 0 9 46 water soluble fertilizer , gypsum agricultural grade , muriate of potash 60 percent mop , single super phosphate 16 percent p2o5 , n p k 0 52 34 water soluble fertilizer , n p k 0 0 50 water soluble fertilizer , magnesium sulphate , urea 46 percent n , magphos 0 55 18 plus 7 mgo , micronutrient mixture , ethephon 39 sc , planofix 4. 5 percent sl

Corporations And Associations And Others

CTN :43201577 Due date: 14 Jan, 202614 Jan, 2026 NA
Tender For purchase of chlorpyriphos technical

corporations/Associations/Others

CTN :42485358 Due date: 24 Dec, 202524 Dec, 2025 55.80 Lacs
Tender For corrigendum : supply of digital radiography system type c (qty:10) - digital radiography system 50kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the

corporations/Associations/Others

CTN :42485371 Due date: 24 Dec, 202524 Dec, 2025 75.33 Lacs
Tender For corrigendum : supply of digital radiography system type b (qty:10) - digital radiography system 80kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the

CTN :42998990 Due date: 30 Dec, 202530 Dec, 2025 1.07 Crore
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - 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 of bottoms, 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. all kinds of soil. as per dsr no.-2.8.1, 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 as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, 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 (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved
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