Get complete information related to latest Rcc Ramp Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Rcc Ramp Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Rcc Ramp Tenders.
Tender For corrigendum : this work is proposed to reconstruct the existing pipe culvert into concrete culvert items included in the estimate are removing the existing hume pipe dr flooring pcc in 1 3 6 rcc m20 for culvert structure and wing walls hysd steel reinforcements
Tender For providing and installation /fixing of children play equipment at navkunj apartment in patparganj ac-57. - providing and fixing double arch swing of make kompan/ leo/koochie/hugo/arihant. the arch shaped side frame of the double arch swing is made up of 80 nb gi pipe and top pipe is made up of 50 nb gi pipe. the frame is powder coated to give an aesthetic look. seats-belt type seats made of synthetic rubberized material/fiber reinforced fabric materials of virgin reinforced material. the belt seat is suspended on 6 mm rubber coated gi chain. the ball bearings are mounted inside a specially designed nylon clamp. all complete as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level, cc block 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size ) of required size as per department / manufacturers specifications and guidelines including maintenance cost for 1st year. for the laying of foundation of equipment cc work shall be paid separately., providing & fixing of animal mgr of make kompan/ leo/koochie/hugo/arihant.. bearing heavy duty ball bearing, capacity 4 child, center pipe 2 inch g.i. pipe, diameter 2.0 mtr. dia, handle2 5 mm od g.i pipe, outer frame 32mm od g.i pipe, size dia 2.0 mtr. , height-4 ft, usage/application outdoor playground. the center support of the is made up of 50 nb gi pipe. the pure polyester powder coating done on the pipes extends the life of equipment. all complete as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level, c:c block 1:2:4 (1cement 2 coarse sand 4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications. for the laying of foundation of equipment cc work shall be paid separately., providing and fixing of multi seater see saw of make kompan/ leo/koochie/hugo/arihant.. size (0.300 m 2.50 m product area) with plank fabricated from 76 mm od pipe and support stand from 58mm od galvanized-iron pipe, complete with roto molded seats and handles. the entire unit is securely anchored into a cement-concrete block foundation after deep excavation and earthwork, including all necessary fixing arrangements. the designated safe play zone measures 2.8 m 4 m, and the see-saw is designed for children aged 3 10 years, accommodating up to four friends riding simultaneously. all complete as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level, c:c block 1:2:4 (1) cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) of required size as per department / manufacturers specifications. for the laying of foundation of equipment cc work shall be paid separately., providing & installing of a swing of make kompan/ leo/koochie/hugo/arihant.. size 3.10x 1.50mtr. main frame: - main cross bar made of round 76 o.d. pipe and legs made of 58 od pipe legs. t pipe will be required for the cross bar. all the pipes should be isi marked as per the is 1239/2004 ) & of reputed brand. ensuring the strength, durability, stability & pan long life to the kids. structure with safety as paramount. seats-belt type seats made of synthetic rubberized material/fiber reinforced fabric materials of virgin reinforced material & also duly with uv resistant colors, chain made of approx. 6mm thick gi chain with rubberized coating of with 3 mm minimum thickness, chrome plated supporting hook for belts hooks for convenience & height adjustment/ seat movement, self lubricated council type bush baring clamps provided with rubber coated chain to be hang the complete belt assembly. the complete structure double art swing should be powder coated with minimum powder coating thickness of 60-80 microns. accessories: nut bolts to be used all approved gi nut bolts
Tender For supplying and installation of ramp with hydraulic system including permanent shade of hydraulic trolley, colouring works of entire iron and cement concrete structure and necessary arrangement for operation of the ramp on the immersion day
Tender For construction of tin shed e e - colour coated cgi sheets , standing square poles , perling structure pipes , rafter structure pipes , paint work , hand standing concrete
Tender For invite rate construction material for different type of construction work for fy. 2025-26 - supplying of sand for constructions purpose with included loading unloading with all respect, supply of 40mm graded stone aggregate for construction use, supply of 20mm graded stone aggregate for construction use, supply of hard moorum with gravel mix, supply of cement bag (raputated brand opc cement), supply of reinforcement for rcc work (dia of-8mm,10mm,12mm,16mm tmt bars with reputated brand), supply of open bhatta bricks with standard shape & size, supply of 6mm thick graded stone chip (zeera/dust), providing and applying paint or varnish for old/new work, applying of putty with all labour and material, providing vitrified tiel 600mm x600mm 9-10 mm thick, providing glazzed wall tiels 300x300 mm, providing glazzed floor tiels 300x300 mm, providing steel structure built up section (window/grill) as per requirment, providing profile sheet zink coated with all necessary screws, providing rubber moulded factory made 60 mm paver m-30, wc pan water cloased indian type with all fitting, pvc pipe - 90 mm dia, pvc pipe - 110 mm dia, proving flush door with all fitting, proving pvc door with all fitting, water tank, providing flage stone, providing barbed wire, providing iron mesh 50x50 mm , 25x25 mm, providing synthetic enamel paint, providing and applying primer, providing lime, providing hollow pipe tublar section square and circular, providing cpvc pipe (15mm), providing cpvc pipe (20mm), providing cpvc pipe (25mm), providing centering and shuttering, providing concrete mixture machine, providing tractor with trolly with driver excluding disel, providing jcb machine
Tender For corrigendum : rehabilitation and special repairs to the existing concrete structure of 16000 mt gl bunker (comprising of 3 chambers) at ocp-iii chp, rg-ii area, godavarikhani, peddapalli dist, and telangana state.
Tender For rrsmp/25-26 bagaha-1/03 - khabtola gulten miyake ghar se shekh karmulah ke ghar tak, 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 existing structures like culverts, bridges, retaining walls 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 1000 m as per technical specification clause 202., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per, 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 clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, 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., 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 clause 405., 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 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., 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
Tender For rrsmp-25-26 chakia-03 - dekha bandh to ajit singh ke tola tak, 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 existing structures like culverts, bridges, retaining walls 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 1000 m as per technical specification clause 202., cement cuncrete, reinforced cement concrete, dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per (stone masonary/brick masonary), 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 clause 303.1., 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., 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 clause 405., 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, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced