Latest bulldozing work Tenders | Government bulldozing work Tenders

Central Government / Public Sector

CTN :43004954

24 Dec, 2025 NA

Khurda - Odisha

Tender For proposed earth work for formation and extension of bridge no. 462dn inconnection with provision of one additional loop at newgarhmadhupur(ngmp) station of khurda road(kur) division.

CTN :42983287

20 Dec, 2025 6.68 Lacs

Bardhaman - West Bengal

Tender For supply of electrical d d - plug and socket complete , earth leakage relay , carbon brush , power contactor , lock washer , allen bolt , battery , tester , bush insulator , clamp grinding , isolator , relay control , fixed contact assembly , moving contact assembly , chaser , pin , jaw , work rest , chuck jawd

CTN :42707927

09 Dec, 2025 NA

Guna - Madhya Pradesh

Tender For corrigendum : supply of medium velocity water spray system c c - dn 6 inch is 1239 thk. heavy 5. 4 mm supply , dn 4 inch is 1239 thk. heavy 5. 4 mm supply , fabrication erection installation of pipes dn6 inchis 1239thk. heavy 5. 4mm , fabrication erection installation of pipes dn 4inch is1239thk. heavy 5. 4mm , remote operated valve rov size 6 inch , remote operated valve rov size 4 inch , gate valve size 6 inch rating 150 ends flanged , gate valve size 4 inch rating 150 ends flanged , yort type strainer size 6 inch rating 150 ends flanged , yort type strainer size 4 inch rating 150 ends flanged , spray nozzles mvws , quartzoid bulb detectors , design supply erection testing and commissioning of of mvws system at vapl metering and filter separator area , design supply erection testing and commissioning of of mvws system at vapl launcher area , design supply erection testing and commissioning of of mvws system at vkpl1 area , flanges swrf size 6 inch rating pn1. 6 swrf , flanges swrf size 4 inch rating pn1. 6 swrf , supply of 1. 5 d 90 degree bw elbow material as per pipe size 6 inch , supply of 1. 5 d 90 degree bw elbow material as per pipe size 4 inch , supply of bw equal tees material as per pipe size 6 inch , supply of bw equal tees material as per pipe size 4 inch , excavation upto 1. 50m , excavation beyond 1. 50m , carriageordisposal of materials by mechanical transport , back filling available excavated earth excluding rock , demolishing r. c. c. work floor pavement or foundations or pedestal or slab etc. , demolishing stone rubble masonry or brick masonry or plain cement concrete work , providing and laying in position cement concrete of specified grade , providing and laying in position specified grade of reinforced cement concrete , centering and shuttering including strutting propping , steel reinforcement for r. c. c. work , brick work with common burnt clay f. p. s. , plaster , supply fabrication and erection of steel structure

corporations/Associations/Others

CTN :42843222

05 Dec, 2025 NA

Bulandshahr - Uttar Pradesh

Tender For corrigendum : work of removing damaged earth fault over current relay of 11 kv vcb in edd-sikandrabad, bulandshahr in flood of etd-ii, bulandshahr and installing new digital relay on the panel provided.

CTN :42719530

09 Dec, 2025 NA

Multi City - Multi State

Tender For corrigendum : medium velocity water spray - supply of above ground pipes including transportation dn 6inch is 1239thk.heavy 5.4mm, supply of above ground pipes including transportation dn 4inchis 1239thk.heavy 5.4mm, fabrication erection installation painting and testing of above groundpipes dn6 inch is 1239 thk.heavy 5.4mm, fabrication erection installation painting and testing of above ground pipes dn4 inch is 1239 thk.heavy 5.4mm, remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves. pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves with spiral wound graphite .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer pl refer atc document for details., spray nozzles supplying and installation of medium velocity fixed water spray nozzles along with matching reducing tee to connect with water spray ring.pl refer atc document for details., quartzoid bulb detectors supply installation testing and commissioning of quartzoid bulb detector.pl refer atc document for details., supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of 1.5 d 90 degree bw elbow material as per pipe size 6 inch, supply of 1.5 d 90 degree bw elbow material as per pipe size 4 inch, supply of bw equal tees material as per pipe size 6 inch, supply of bw equal tees material as per pipe size 4 inch, excavation upto 1.50m earth work in excavation by mechanical means hydraulic excavator pl refer atc document for details., excavation beyond 1.50m excavation work by mechanical means hydraulic excavatoror manual means in foundation trenches or drains for depth beyond 1.5 m.pl refer atc document for details., carriage or disposal carriageordisposal of materials by mechanical transport loading unloading and staking excavated all type of ordinary rock soil and dismantled concrete material any lead within plant premises area, back filling backfilling 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 3 m., demolishing rrc demolishing r.c.c. work floor pavement or foundations or pedestal or slab etc.pl refer atc document for details., demolishing stone or brick masonary demolishing stone rubble masonry or brick masonry or plain cement concrete work manuallyor by mechanical means. pl refer atc document for details., pcc 148 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to

CTN :42683747

12 Dec, 2025 1.93 Crore

Allahabad - Uttar Pradesh

Tender For corrigendum : sir srinath baba mandir me retening wall construction work of retaining wall ganga ji side in shri shrinath baba temple drain earth filling and miscellaneous construction work in shri shrinath baba temple construction work of retaining wa

CTN :42793154

02 Dec, 2025 8.45 Lacs

Agra - Uttar Pradesh

Tender For corrigendum : earth filling and cc floor construction work from rajesh sharmas house to munna lals house in loha mandi zone room no. 30 shankargarh.

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

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 :42998482

08 Dec, 2025 62.77 Lacs

Dharmanagar - Tripura

Tender For fdr flood protection works along bank of sakai cherra near the house of tushar biswas sasthi deb and city english school at ward no 2 under dharmanagar municipal council during the year 2024 25 sh earth work bank revetment works by sand cemen

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