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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :43018479 Due date: 12 Dec, 202512 Dec, 2025 NA
Tender For rate contract for - 0.09 x 25 mm polyester glass sealing tape to bp25795 rev-07, in.sk 46099 rev-01 and in.sk 46094 rev 00. material to be supplied in rolls of 50 mr. qty-1600000 mr.

Central Government/Public Sector

CTN :42995262 Due date: 01 Jan, 202601 Jan, 2026 NA
Tender For tender for supply of manufacturing and supply of parts from hal supplied raw material drawings and technology d d - sealing ring , clamp , gear , spline shaft of drive box , quill shaft , locking cup , c.i sealing ring

Central Government/Public Sector

CTN :43015262 Due date: 29 Dec, 202529 Dec, 2025 NA
Tender For supply of 2108329 , 2136102 , 2136101 , 2108326 , 2108325 , 2111440 , 2111441 , 2111442 , 2115085 , 2013418 valve,butterfly design standard : api 609/bs 5155 type,end connection : wafer lugged service : water pressure designation : pn 16 rating,temperature : 25 deg c- 90 deg c uni/bi-directional : bi-directional type,face : raised face material,body : astm a 216 gr. wcb material,trim : astm a351 gr. cf8m material,seat : epdm material,stem : aisi 316 options : pnem. actur, mo & limit switch size : dn 100 for booster pump to emergency tank line, booster pump to gland sealing line and dewatering drum water flushing line of bf-3 inba a. technical specification: 1. reference drawing number :3303250201 b. special instructions: 1. valve is to be supplied with double acting pneumatic actuator, manual override and limit switch. 2. party has to submit 3 sets of drawings for vsp approval before manufacturing. (our drawing is for reference only) 3. the valves shall be painted as per the manufacturer standard specification. 4. the valves shall be attached with a metallic tag with details of po no,size,type and pressure rating etc. 5. test certificate shall be submitted from government/government approved laboratories only. , valve,butterfly design standard : api 609/bs 5155 type,end connection : wafer lugged service : water pressure designation : pn 16 rating,temperature : 25 deg c- 90 deg c uni/bidirectional : bi-directional type,face : raised face material,body : astm a 216 gr. wcb material,trim : astm a351 gr. cf8m material,seat : epdm material,stem : aisi 316 options : hand lever spring latch size : dn 150 for inlet/outlet of booster ) /bid number: gem/2025/b/6944446 * /dated: 02-12-2025 & & / bid document1 / 18

CTN :43019800 Due date: 12 Dec, 202512 Dec, 2025 NA
Tender For supply of 47 kg portable pvc sealing machine (for lpg plant)

CTN :42995497 Due date: 11 Dec, 202511 Dec, 2025 NA
Tender For supply of gasket eng root , hose , cup , ring , gasket , packing , rubber boot , belt b46 , boot rubber , packing ring performed , cover , gasket packing , bushing sleeve , boot , buffer , packing retainer , gasket framing , seal , cup and spring , gasket felt mech 1 , packing rh , gasket retainer , cup spring , gasket packing , pkg performed , plate gasket , gakset , seal plain , filter , protective boot , gasket special , shock absorber , casing , eye guard , ring sealing , ring gasket , o-ring , gauze filter , cap , oil seal , cleaner , sealing ring , packing material , air bottle valve , air bottle shim , filrter , hose assy rubber , hose 8mm , hose 12mm , hose 10mm , hose 14mm , hose 16mm , hose 18mm , hose 22mm , hose 25mm , hose 27mm , hose 30mm , hose 32mm , hose 42mm , hose 48mm , gasket packing , gasket , hose , packing lh , branch pipe , pin lock , ring sealing ) /bid number: gem/2025/b/6942716 * /dated: 01-12-2025 & & / bid document1 / 98

Central Government/Public Sector

CTN :42841920 Due date: 06 Dec, 202506 Dec, 2025 1.41 Lacs
Tender For corrigendum : providing of customized amc/cmc for pre-owned products - tube sealer machine; terumo penpol; comprehensive maintenance contract (cmc); minimum 2 in years; no

State Government

CTN :42915120 Due date: 03 Dec, 202503 Dec, 2025 90.65 Lacs
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 Due date: 04 Dec, 202504 Dec, 2025 30.00 Lacs
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

Central Government/Public Sector

CTN :42806875 Due date: 04 Dec, 202504 Dec, 2025 NA
Tender For corrigendum : supply of fully automated bottom sealing machine & cutting machine

State Government

CTN :42905414 Due date: 03 Dec, 202503 Dec, 2025 93.24 Lacs
Tender For digod to dobari - 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, dismantling of flexible pavements dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per morth specification clause 202 by mechanical means bituminous courses & granular courses, 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 (penetration grade/modified bitumen) binder using plastic waste 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 penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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. (bitumen vg-30) (by mechnical means) waste plastic @ 8% of bitumen. 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, providing and erecting typical citizens information board as per approved drawing & specification made of two ms sheet of
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