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List of latest lift-well Tenders in Indian Tenders. Click on any lift-well Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for lift-well Tenders.

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Central Government/Public Sector

TRN :35938203 | 09 Dec, 2025

Tender Value : 25.00 Lacs

Dehradun - Uttaranchal

Tender for lifting lowering work repair rewinding of submersible pumping set of tube well and other allied works

State Government

TRN :35940788 | 04 Dec, 2025

Tender Value : 1.52 Crore

Solan - Himachal Pradesh

Tender for sub head construction of percolation well dyke pump house sump well main storage tank sector storage tank retaining breast wall laying jointing testing and commissioning of gms pipe confirming to bis 1239 in rising main gravity main and distributio providing lift water supply scheme for village manlog kalan and its adjoining villages in gp manlog kalan in tehsil ramshehar

State Government

TRN :35941012 | 25 Nov, 2025

Tender Value : 47.45 Lacs

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305 granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per morth specification clause 401. for grading iii material 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 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 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 502 112 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. 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) 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) chhabra gugor road km 2/700 to maheshpura km. 0/400, 0/600

State Government

TRN :35941047 | 28 Nov, 2025

Tender Value : 1.00 Crore

Bikaner - Rajasthan

Tender for dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer.cement concrete grade m-15 and above and pcc blocks clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by engineer.in area of light jungle silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. "providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:3:6 (1 cement : 3 fine/ coarse sand : 6 graded stone aggregate 20 mm nominal size). " 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including providing /mixing of synthetic fibers compulsorily complying with is 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of cement i.e. 125 gms per 50 kg cement up to 900 gms per cum of concrete/ mortar. "reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete." centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete. wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.standard size 2100x500mm (150mm thick) for span 1201 to 1500mm brick work with fps bricks of class designation 75 in foundation and plinth in:cement mortar 1:4 (1 cement : 4 coarse sand) cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for 'aa' class loading as per irc specifications including the effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal sizes. the work includes required safety measures, construction of drain for diversion of flowing water, cost of design of rcc precast box and its proof checking from iit/mnit jaipur etc. complete in all respect as per specifications diversion of flowing water, cost of design of rcc precast box and its proof checking from iit/mnit jaipur etc. complete in all respect as per specifications size 2.00 m x 2.00 m providing, laying, spreading and compacting of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.grading - i material providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per is : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. "providing and laying 50-75 mm compacted thick design mix (approved by engineer) dense bituminous macadam on prepared surface with specified graded crushed aggregates as per table 500-9, 500-10 with bitumen binder set (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) for base/ binder course including loading of material with f.e. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of mort&h specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion.grade-ii with bitumen vg-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix)" "providing and laying 30-45 mm compacted thickness bituminous concrete as per design mix (approved by engineer) on prepared surface with specified grade stone aggregate as per table - 500-18 with bitumen for wearing course including loading of aggregate with f.e. loader and hot mixing of stone aggregate and bitumen (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa, to achieve the desired density complete as per clause 509 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.grade-ii with bitumen vg-grade 30 @ 6% (percent by weight of total mix)" "earth work in excavation in open area, stp, wtp, pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of engineer. (measurements for payment to be done as per standard drawings). above 3.0 m and upto 6.0 m depth" dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. cement concrete grade m-15 and above and pcc blocks clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by engineer.in area of light jungle silt clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. sludge clearance of drains, channels and canals with lift 1.5 mtr and lead up to 50 mtr. "providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:3:6 (1 cement : 3 fine/ coarse sand : 6 graded stone aggregate 20 mm nominal size). " 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) brick work with fps bricks of class designation 75 in foundation and plinth in: cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including providing /mixing of synthetic fibers compulsorily complying with is 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of cement i.e. 125 gms per 50 kg cement up to 900 gms per cum of concrete/ mortar. "reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete." centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete. wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately. providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.standard size 2100x500mm (150mm thick) for span 1201 to 1500mm dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. bituminous courses granular courses "providing, laying, spreading and compacting of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - i material" providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery lighting, guarding and maintenance of diversion. providing and laying 50-75 mm compacted thick design mix (approved by engineer) dense bituminous macadam on prepared surface with specified graded crushed aggregates as per table 500-9, 500-10 with bitumen binder set (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) for base/ binder course including loading of material with f.e. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of mort&h specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion. grade-ii with bitumen vg-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) providing and laying 30-45 mm compacted thickness bituminous concrete as per design mix (approved by engineer) on prepared surface with specified grade stone aggregate as per table - 500-18 with bitumen for wearing course including loading of aggregate with f.e. loader and hot mixing of stone aggregate and bitumen (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 kn pneumatic tyred roller with tp = 0.7 mpa, to achieve the desired density complete as per clause 509 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. grade-ii with bitumen vg-grade 30 @ 6% (percent by weight of total mix)

State Government

TRN :35941078 | 25 Nov, 2025

Tender Value : 53.50 Lacs

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m. long. granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material dry lean cement concrete construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per morth specification clause 401. for grading iii material providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 600 mm x 450 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 nipaniya to nipani km. 1/100

corporations/Associations/Others

TRN :35943031 | 27 Nov, 2025

Tender Value : 32.03 Lacs

Jhunjhunu(N) - Rajasthan

Tender for construction of bt road and drain from mandawa road to rakesh pti plot via govt school, ward no 12 -dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer cement concrete grade m-15 and above and pcc blocks dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by engineer. bituminous courses "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 2.0 km" dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. providing, laying and spreading of granular sub-base by providing coarse graded material (table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - ii material "providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion." providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per is : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. "providing and applying tack coat on the prepared surface with bitumen emulsion as per is: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion." providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with f.e. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. with bitumen vg-grade 30 providing and applying liquid seal coat type "a" comprising of a layer of bituminous binder @ 9.8 kg/ 10 sqm (including cost of anti stripping compound minimum 1% in lime/cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. with bitumen vg-grade 30 providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per irc:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. the finished surface to be level, uniform and free from streaks and holes as per clause 803 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m "carriage of materials by mechanical transport including loading, unloading and stacking : earth for 5.0 km" providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick neat cement punning centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete. steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

State Government

TRN :35920769 | 24 Nov, 2025

Tender Value : 51.82 Lacs

Nagpur - Maharashtra

Tender for excavation for in general in soft material erial comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. intake well connecting main jack well pump house supply well ete for lift 1 50 m and lead of 150 m including barricating guarding disposing off surplus excavated stufr with radius of 0 50 km as as directed by engineer in chargeunder suradevi ta kamptee water supply scheme

State Government

TRN :35903126 | 01 Dec, 2025

Tender Value : 2.32 Lacs

Howrah - West Bengal

Tender for repairing of cracks, prevention of infiltration of water and other allied works in the two lift wells escon and otis at hit old building, howrah.2nd call se/t - 14/hit wing/kmda of 2025-26

State Government

TRN :35878364 | 24 Nov, 2025

Tender Value : 57.72 Lacs

Vriddhachalam - Tamil Nadu

Tender for providing lift well and 13 persons lift arrangements for adm block in govt polytechnic college at s.kollur village of villupuram district. villupuram 2025

State Government

TRN :35881881 | 24 Nov, 2025

Tender Value : 56.11 Lacs

Krishnagiri - Tamil Nadu

Tender for providing lift well and 13 persons lift arrangements for adm block in govt polytechnic college at kelamangalam of krishnagiri district. kelamangalam 2025

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Tender for lifting lowering work repair rewinding of submersible pumping set of tube well and other allied works

Tender for repairing of cracks, prevention of infiltration of water and other allied works in the two lift wells escon and otis at hit old building, howrah.2nd call se/t - 14/hit wing/kmda of 2025-26

Tender for providing lift well and 13 persons lift arrangements for adm block in govt polytechnic college at s.kollur village of villupuram district. villupuram 2025

Tender for providing lift well and 13 persons lift arrangements for adm block in govt polytechnic college at kelamangalam of krishnagiri district. kelamangalam 2025

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