Latest capsule lift Tenders | Government capsule lift Tenders

State Government

CTN :40084680

28 Apr, 2025 4.23 Lacs

Thiruvananthapuram - Kerala

Tender For deposit-government ayurveda college panchakarma hospital, poojapura- bed cum passenger lift in new hospital block building-civil works-general civil work-1

State Government

CTN :40088648

28 Apr, 2025 9.50 Lacs

Jodhpur - Rajasthan

Tender For construction work for new lift installation in front of gynic opd, umaid hospital jodhpur

State Government

CTN :40108836

28 Apr, 2025 40.26 Lacs

Jaipur - Rajasthan

Tender For installation of two capsules lifts at the identified location in the new building rajasthan high court bench jaipur. (civil work and joinery work ) (sanction work)

State Government

CTN :40084045

02 May, 2025 26.14 Lacs

Bengaluru - Karnataka

Tender For providing 5 passengers lift along with granite cladding work at journalist co-operative society building at queens road bangalore.

corporations/Associations/Others

CTN :40102855

29 Apr, 2025 16.69 Lacs

Thane - Maharashtra

Tender For providing lift and other electrical work at sec-14 uhp in koparkhairane ward.

CTN :40085821

29 Apr, 2025 7.14 Crore

Biharsharif - Bihar

Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., 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 100 m as per technical specification clause 301.5, 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 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wh

CTN :40085825

29 Apr, 2025 14.83 Crore

Biharsharif - Bihar

Tender For rrsmp/25-26 biharsharif/04 - name of road - construction of road from nh-31 to rahui bazar (incl. 5 years maint.)clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., 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 100 m as per technical specification clause 301.5, 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 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished i

CTN :40085826

29 Apr, 2025 11.00 Crore

Biharsharif - Bihar

Tender For rrsmp/25-26 biharsharif/05 - name of road - repair of road from sarmera issua to brindavan road (incl. 5 years maint.), length of road - 2600 mclearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., 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 100 m as per technical specification clause 301.5, 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 1000 m as per technical specification clause 301.5, 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 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size o

CTN :40085848

02 May, 2025 1.74 Crore

Rourkela - Odisha

Tender For pdlp-rkl-15 of 2024-25 - part-i, clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceab, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete., road b - koelsata to bhuyanbasti or-30-414, providing 37.5mm thick built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size b.h.g. c.b chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with p.r.r including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries t&p etc complete as per direction of the engineer-in-charge, road a - goldaru to ganjutola or-30-209, road c - nuagaon to sahupada or-30-210, 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 technical specification under section 1700 of mord., road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, providing rainforced cement concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of e.i.c., road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc:67 made of high intensity grade sheeting as per clause no 801.30 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75x, 800x600 mm information board, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, 600 mm circular cautionary sign, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, 900 mm triangular cautionary sign, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, 600x450 mm place identification board, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of e.i.c., road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, providing,& laying following size metal as per most specification for irc. gr-ii/ gr-iii metalling to a uniform thicknes of 100mm and packing the voids with small stones and hnd packing the same to proper camber including conveying and spreading moorum etc complete, road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti or-30-414, road c - nuagaon to sahupada or-30-210, earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed e.i.c., road a - goldaru to ganjutola or-30-209, road b - koelsata to bhuyanbasti o

CTN :40085849

02 May, 2025 87.49 Lacs

Rourkela - Odisha

Tender For pdlp-rkl-14 of 2024-25 - clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking etc. complete as per specification and direction of engineer-in-charge, road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), providing 37.5mm thick built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size b.h.g. c.b chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with p.r.r including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries t&p etc complete as per direction of the engineer-in-charge, road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), 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 technical specification under section 1700 of mord.including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries t&p etc complete as per direction of the engineer-in-charge, road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), providing rainforced cement concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of e.i.c., 200 m stone, road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), providing and fixing of retro reflective cautionary, mandatory and informatory sign board as per irc:67 made of high intensity grade sheeting as per clause no 801.30 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post etc. complete as per specification and direction of engineer-in-charge, 800x600 mm (information board), road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), 600 mm circular (cautionary sign), road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), 900 mm triangular (cautionary sign), road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), 600x450 mm (place identification board), road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of e.i.c., road (a). mdr 26 to samarjhola (package no or-30-371 ), road (b). mdr 26 to dahitola (pmgsy package no or-30-373), road (c).mdr 26 to panerpathar (pmgsy package no or-30-221), earth work in excavation of foundation in hard soil with all leads and lift including rough dress

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