Latest conservation item Tenders | Government conservation item Tenders

CTN :42449095

20 Dec, 2025 NA

Leh - Jammu And Kashmir

Tender For corrigendum : tender for supply of provn of constructions materials in union territory of ladakh : :--cement , sand , stone aggregate 12.5-20mm , stone aggregate 40mm , rr stone , quick setting compound. , white cement , lime , bitumen , bricks bats or stone agg 40 to 63mm graded , pcc block 400x200x200mm , bituminous filler board size 2.40 x 1.20 mtr

CTN :43019437

17 Dec, 2025 21.78 Lacs

Kurugodu - Karnataka

Tender For supply of materials for execution of civil works to grama panchayath somasamudra under mgnrega scheme grant for the year 2025-26 - krugpov-supply of broken stone aggregate 20mm, krgpov-supply of broken stone aggregate 12 mm to 10 mm, krgpov-supply of broken stone aggregate 40mm, krgpov- supply of 43 grade port land cement branded, krgpov-supply of sand

CTN :43019438

17 Dec, 2025 11.55 Lacs

Kurugodu - Karnataka

Tender For supply of materials for execution of civil works to grama panchayath somasamudra under mgnrega scheme grant for the year 2025-26 - binding wire/-, krugpov-supply of broken stone aggregate 20mm, krgpov-supply of 100 mm thick pre cast cover slab, krgpov-supply of granite/trap broken metal 100 mm and down size, krgpov-supply of broken stone aggregate 12 mm to 10 mm, krgpov-supply of broken stone aggregate 40mm, krgpov- supply of 43 grade port land cement branded, krgpov-supply of tmt steelfe 550 / 550d branded, krgpov-supply of sand

CTN :43019461

10 Dec, 2025 13.19 Lacs

Multi City - Karnataka

Tender For construcation of swm unit at marali gp - mrswm1 pvc pipe of 4kgcum75 mm, mrswm1 pvc pipe of 6kgcum63 mm, mrswm1 portland cement, mrswm1 coarse sand zone iii, mrswm1 plasticizer super plasticizer, mrswm1 polyenthylene water storage tank of specified capacity l, mrswm1 labour charges for lifting and placing in position and making connection at 7 on material, mrswm1 handling loading and unloading 3 on material, mrswm1 brass stop cock, mrswm1 broken stone aggregate 12 mm to 10 mm size, mrswm1 broken stone aggregate 20 mm size, mrswm1 cp brass chain with plug, mrswm1 cp brass waste 32 mm of standard pattern, mrswm1 lead or pvc connection pipe 32mm dia for wash basin, mrswm1 ci ms brackets for flushing cistern, mrswm1 mason class i with tools, mrswm1 add handling loading and unloading at 1 on material, mrswm1 add watering charges at 1 on labour, mrswm1 add watering charges at 1 on material, mrswm1 add white lead paint gasket cement sand for making good the wall and floor at 2 on material, mrswm1 licenced plumber with tools, mrswm1 100mm s or p trap, mrswm1 copper plated brass piller tap 15mm, mrswm1 white vitreous china clay flat back wash basin size 550400mm, mrswm1 indian type water closet of size 580 mm of specified make with footrests, mrswm1 transportation charges of materials beyond 5 km 10, mrswm1 pvc pipe of 10kgcum110 mm, mrswm1 anticorrosive bituminous paint black, mrswm1 enamel paint, mrswm1 16 16 mm ms square rod, mrswm1 36 mm 6mm ms plates, mrswm1 40 6 mm ms plates, mrswm1 50 mm dia ms hollow pipe b class 14 gauge, mrswm1 ball bearing hinges heavy duty, mrswm1 cast iron spike, mrswm1 enamel metal paint, mrswm1 mechanic class iimechanic hmp grade ieme grade, mrswm1 welder grade i, mrswm1 hom of cutting and grinding machine 1, mrswm1 hom of vibrator 071 days, mrswm1 hom of welding and grinding machine, mrswm1 mier concrete 1 cum capacity, mrswm1 painter class i, mrswm1 add brush at 1 on cost of paint, mrswm1 add brush putty sand paper roller at 5 on cost of paint, mrswm1 add handling loading and unloading at 2 on material, mrswm1 add providing and removing scaffolding at 3 on labour, mrswm1 transportation loading and unloading 1 on material, mrswm1 tools and plants 2 on material, mrswm1 rcc cap 1000 mm dia 100 mm thick, mrswm1 cost of 65mm ms coil, mrswm1 fabrication charges, mrswm1 dry distemper , mrswm1 border tiles 30 10 cms, mrswm1 glazed tiles 300450, mrswm1 broken granite metal 10 mm, mrswm1 broken granite metal 125 mm, mrswm1 ceramic tiles 30 30 cms, mrswm1 corbon electrodes, mrswm1 mathinandi wood planks for panels 25 mm thick, mrswm1 mathinandi wood scantling, mrswm1 ready mi primer paint ready mi red lead paint, mrswm1 whitening, mrswm1 add, mrswm1 hom of cutting and grinding machine, mrswm1 mier concrete small used in culvert, mrswm1 unit cost as per the specification, mrswm1 mason class ii with tools, mrswm1 add brush putty glue at 5 on cost of paint, mrswm1 add white cement for pointing at 2 on material, mrswm1 weld mesh 75 25 mm of 6g to 10g, mrswm1 tools & plants and electrical charges 2, mrswm1 anchor bolts 750mm, mrswm1 base plate base plate, mrswm1 gusset plates 6 mm thick, mrswm1 ms angle iron 40mm 40mm 6mm 23 mtr in length at 35 kg per mtr, mrswm1 ms angle iron 50mm 50mm 6mm 338 mtr in length at 45 kg per mtr, mrswm1 binding wire, mrswm1 electrification, mrswm1 display board, mrswm1 formwork centering & scaffolding for columns & piers, mrswm1 bond stone 20 20 45 cm, mrswm1 boulders, mrswm1 broken stone aggregate 40 mm size, mrswm1 burnt bricks class 35 non modular, mrswm1 casurina poles 100 150 mm, mrswm1 handles, mrswm1 hinges 5 heavy duty, mrswm1 jungle wood runners and planks, mrswm1 mullion section, mrswm1 reeded glass 2 mm thick, mrswm1 silver oak or equivalent planks 38 mm thick, mrswm1 size stone 20 20 25 cms, mrswm1 t section, mrswm1 tmt bars fe 500, mrswm1 tw beading for fiing glass, mrswm1 z section, mrswm1 fitter class i, mrswm1 ms clamps, mrswm1 hom of machinaries for planing, m

Central Government/Public Sector

CTN :43020646

13 Dec, 2025 15.24 Lacs

Nagpur - Maharashtra

Tender For supply and spreading of road materials during monsoon at gokul ocm under murpar sub area of umrer area. - item description/ heading, supply and stacking of stone aggregate (single size) 40mm at site including carraige of materials complete., supply and stacking of stone aggregate (single size) 12.5mm/3.2mm at site including carraige of materials complete., supply and stacking of stone dust at site including carraige of materials complete., spreading of gravel/kanker/stone dust. at road site complete., compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete., total impact of gst for the purpose of ctc

State Government

CTN :42992301

15 Dec, 2025 3.26 Crore

Kheda - Gujarat

Tender For supplying and stacking various types of building, roads & other construction materials, at various places of taluka thasra under taluka panchayat, thasra under mgnrega (2025-26)-third - cement (isi 53 grade opc), white cement, coarse sand, 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m., fine sand, 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m., brickaggregate 40mm size, brickbats20mm, common burnt clay bricks conventional size, flyashbrick, hand broken stone aggregate 25mm size to 90mm size, 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m., hand broken stone aggregate 40 mm size to 63mm size., 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m., crushed stone aggregate for hard quality10 to 20mm size, 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m., crushed stone aggregate for hard quality 40mm size, 5.0k.m., 05k.m. -10 k.m., 10k.m. -15 k.m., 15k.m. -25 k.m., 25k.m. -50 k.m., 50k.m. -100k.m.

corporations/Associations/Others

CTN :42485358

15 Dec, 2025 55.80 Lacs

Thiruvananthapuram - Kerala

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

15 Dec, 2025 75.33 Lacs

Thiruvananthapuram - Kerala

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

State Government

CTN :42915120

03 Dec, 2025 90.65 Lacs

Kota - Rajasthan

Tender For - rmc to mawasa - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator machine complete wi

State Government

CTN :42966383

04 Dec, 2025 30.00 Lacs

Kota - Rajasthan

Tender For name of work:- rmc to nagpura. - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator mach

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