Latest hydraulic arm Tenders | Government hydraulic arm Tenders

CTN :45058091

11 May, 2026 1.35 Lacs

Gurdaspur - Punjab

Tender For supply of oil filter nk 7856 , fuel filter nk 7857 , air filter nk 7175 , ac filter nk 7171 , front disc brake pad nk 7859 , lever gear shifting control , joint assy universal 3010 000644 , relay valve 2530 72 0306882 , brake cylinder 443 612 193 017 , system protection valve x882300 , hydraulic aggregate ha 25-3v pump , cover assy 130 015 230 034 , spring 130 3 , gear shift lever 442 071 111 594

CTN :45045883

13 May, 2026 NA

Pune - Maharashtra

Tender For supply of 10341179 lv7 stln vf x 7483200 fuel injection pump 122kw bs 2 hyd ksb , 10335086 lv7 av 15 153982 connecting shaft complete , 10314238 lv7 av 15 578 903 910 752 62 jib lifting cyl right , 10347246 lv7 av 15 578 903 911 752 62 group distributor modify , 10328300 lv7 t 815 443 522 756 708 heater x7 1m s3 24v , 10330403 lv7 t 815 117 711 012 000 power steering rv 7826310 02 , 10324854 lv7 t 815 150 200 003 004 hydraulic aggregate ha 25 3v pump , 10330074 lv7 t 815 4x4 207 182 039 4 gear shift booster , 10519124 lv7 t 815 hmv 336 711 002 000 booster rv 78 26310 42

corporations/Associations/Others

CTN :45034145

20 May, 2026 43.16 Lacs

Jhansi - Uttar Pradesh

Tender For providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling 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 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.

corporations/Associations/Others

CTN :45021663

05 May, 2026 NA

Valsad - Gujarat

Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, 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 smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra

CTN :44767631

02 May, 2026 NA

Allahabad - Uttar Pradesh

Tender For corrigendum : supply of 10531067 releif valve vpc 4a 7.4 bar , 10325619 sealing ring 12x16 , 10350106 synchromesh cone ii , 10302998 sealing ring 286x3 silicon rubber gr tse , 10519409 tapered roller bearing 32209a , 10331833 thrust ring , 10323483 dust seal boot , 10614936 bulb h4 24v 925946 , 10324801 window frame lh , 10324854 hydraulic aggregate ha 25 3v pump , 10614845 door filling rh , 10333402 tool box

CTN :44992990

04 May, 2026 19.11 Lacs

Jaisalmer - Rajasthan

Tender For supply of lv7t815 442-90-501-000 fuel filter fs121 , lv7t815443- 411-151-000 sppedometer , lv7t815 4x4 443-400-432- 000 cable 2159-8001-0750 , lv7t815 443-853-040-053 flasher change over switch , lv7t815hmv 443-611- 002-0 main cylinder , lv7t815 443-936-151-120 coil sysem 1-3 , lv7t815 443-612-015-807 air pressure governer , lv7t815 150-200-003-004 hydraulic aggregate ha 25 3v , lv7 t815 452-335-871-506 becon orange 24v , lv7t815 130-054-240-034 sealing rinhg h 5009 13 , lv7t815 150-130-022-004 repair kit for air pressure governor , lv7t815 442-070-850-334 oil filter , lv7t815 4423-612-370-802 closing cock , lv7t815 133-330-603-710 air pressure gauge , lv7t815 137-613-254-080 steering lock 6008 f , lv7t815 443- 937-150-110 multiplate clutch bush , lv7 t815 131115026000 starter motor , lv7tmb 2763-2540-0107 cover assy 310 dia luk india , lv7stln vf 2920-72- 0000349 isolator switch

Central Government And Public Sector

CTN :44804249

21 Apr, 2026 29.63 Lacs

Delhi - Delhi

Tender For for the providing of building materials and execution the work under the work emergency repairs of the structures at the group of monuments, hauz khas, new delhi - material and work, un slacked lime (air tight packing/bass), river coarse sand free from clay, dust, foreign materials, surkhi of 1st class bricks free from clay, dust, foreign materials, belgiri dry, gur/ sheera (air tight packing/bass), gum, san, brick agg. (20 to 25 mm n/s)graded form, brick aggregate (10 to 20mm n/s) graded form, cr stone as per site incharge or site requirement, dq stone as per site incharge or site requirement, brickzira graded form, lakhori brick required size and shape, sun jute, pvc bucket standard size, pvc mug standard size, pvc water tank 500 liters isi marked, pvc pan (tasla), green net, pvc gum boot, pvc pipe 1.5" isi marked, work in progress board with ms angle iron 25x25x5 mm with 1mm ms sheet in both side of writing in hindi & english etc complete, pvc helmet for labour isi marked, safety jacket for labour isi marked, safety belt isi marked, pvc drum 200ltr, tell -tale as per site required, copper dowels (size 6inch), araldite standard epoxy adhesive (resin 1kg + hardener 800g), provision for photo documentation of conservation work before, during & after the execution of work in proper album two set, structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete., providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer-in-charge, with reinforced barbed tape(r.b.t.) / spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately){m}, earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge., demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge, dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead dismantling old lime plaster, disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge., "providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety feat

CTN :44821711

30 Apr, 2026 NA

Allahabad - Uttar Pradesh

Tender For supply of hydraulic aggregate ha 25-3v (pump) , oem pt no. 150- 200-003-004 , gear shift booster, oem pt no. 130-071-820- 294 , piston c/w cylinder ea-9k-07, oem pt no. 443-978- 710-107

CTN :44775365

17 Apr, 2026 1.00 Crore

Khalilabad - Uttar Pradesh

Tender For providing of design installation and maintenance of educational lab/centre - vocational lab; supply and installation of hardware; buyer -applicator brush hydraulic arm chair with footrest blackhead remover body massage bed bowles curling iron (curling tong) cutting scissors wax heater dustbin exfoliation machine eyebrow pencil sharpener facial steamer foot scraper foot spa galvanic machine hair dryer hair steamer hand mirrors infrared lamp jumbo rollers set large stools magnifying glass make up palate manicure/pedicur e set manicure table measuring cup and spoon sets measuring glass sets 2 modular mirrors

Central Government/Public Sector

CTN :44687368

13 Apr, 2026 2.75 Crore

Cuddapah - Andhra Pradesh

Tender For tender for supply of earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by engineer-in-charge. all kinds of soil , filling 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 1.5 m , complete as per directions of engineer-in-charge. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1-3-6 (1 cement - 3 coarse sand (zone-iii) -6 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finishing and reinforcement - all work up to plinth level 1-1.5-3 (1 cement - 1.5 coarse sand (zone-iii)- 3 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level and below plinth level.thermo-mechanically treated bars of grade fe-500d or 550d , complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and lifta) in foundations , footings , bases of columns , etc.complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and liftb) in superstructure columns , lintels , beams , plinth beams , roofs etc. , complete as per directions of engineer-in-charge. , dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete , complete as per directions of engineer-in-charge. , supplying and filling in plinth with sand under floors , including watering , ramming , consolidating and dressing complete , complete as per directions of engineer-in-charge. , demolishing r.c.c. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. , neat cement punning , providing and grouting of pockets with cementitious grout non shrink of approved make by suitable means free flowing pump curing etc complete as per directions of engineer in charge the payment shall be made on the basis of actual weight of approved grout used as per directions of engineer in charge , structural steel work riveted , bolted or welded in built up sections , and framed work like purlins , frames , trusses etc. including cutting , hoisting , fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer , complete as per directions of engineer-in-charge.. , providing , laying and jointing glazed stoneware pipes of 150mm dia pipe of class sp1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of engineer in charge , constructing masonry chamber 120x120x100 cm inside , in brick work in cement mortar 1-4 (1 cement - 4 coarse sand) for sluice valve , with c.i. surface box 100 mm top diameter , 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1-2-4 mix (1 cement - 2 coarse sand - 4 graded stone aggregate 20 mm nominal size) , ic necessary excavation , foundation concrete 1-5-10 (1 cement -5 fine sand - 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1-3 (1 cement - 3 coarse sand) 12 mm

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