Latest poclain crawler Tenders | Government poclain crawler Tenders

corporations/Associations/Others

CTN :45302389

15 Jun, 2026 NA

Jhansi - Uttar Pradesh

Tender For providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - earth work in excavation all kind of soil by mechanical means (hydraulic excavator) /manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m disposed earth to be levelled and neatly dressed.all kind of soil

Central Government/Public Sector

CTN :45317950

10 Jun, 2026 NA

Angul - Odisha

Tender For providing of custom bid for services - deployment of hydraulic excavator for cleaning of slush and mock from railway track line by mechanical means for a period of two years at siding no 3 and 4 of bhubaneswari ocp under bbsri area re-tender or 2nd call

State Government

CTN :45289932

29 May, 2026 NA

Balurghat - West Bengal

Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem

CTN :45290770

29 May, 2026 3.16 Lacs

Ernakulam - Kerala

Tender For mla-sdf- kothamangalam lac- 2025-26- setting up of open gym equipments at ward 15, kothamangalam municipality, ernakulam district - construction of open gym, 2.6.1: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, 4.1.8:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources), 5.1.2: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 derived from natural sources), 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more, 5.9.1:centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete, 16.83:taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge., od289920/2025-2026:walker single- providing and fixing walker single fnf 004- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe- for leg frame, minimum 25 nb gi c-class pipe for handle frame, nylon 66 injection moulded casing clamps, lldp root molded seat with inbuilt bolts 3/8" x 1.5" foot rest, nylon 66 injection molded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289924/2025-2026:rider- providing and fixing fun rider (fnf 002)- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe for seat frame, minimum 40 nb & 25 nb c class gi c-class pipe for handle frame, minimum 32nb & 25nb gi c-class pipe with two handles for leg rest, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest & seat rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat., od289921/2025-2026:ski trainer- providing and fixing ski trainer- fnf 014- minimum 100 nb g.i. c class pipes for main frame, minimum 40 nb g.i. pipe for foot rest pipe, minimum 40nb & 25 nb g.i. pipe for handle, minimum 25 nb & 40 nb gi c-class pipe for connecting pipe, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289922/2025-2026:abb trainer- providing and fixing abb trainer - fpspcl187- minimum 80 nb gi c- class pipe for main frame, minimum 32 nb gi c-class pipe for side frame, minimum 25 nb g.i. pipe for intermediate pipe, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat ., od289923/2025-2026:cycle- providing and fixing cycle - fpspcl208 - 25 nb & 40 nb gi c-class pipe for main frame, 32 nb gi c-class pipe for seat frame, 25 nb

Central Government/Public Sector

CTN :45208234

06 Jun, 2026 5.12 Crore

Visakhapatnam - Andhra Pradesh

Tender For environmental measures. hiring of mechanical equipment for attending miscellaneous works of operational areas in visakhapatnam port for a period of 3 years i.e. 2026 to 2029. - supply hydraulic excavator (3d) with tyre mounted with driver and fuel for clearing the unwanted materials minimum 8hrs per day from the drainages (destination/roads of vpa) as required and as directed by the engineer-in-charge,complete all hire and operational charges.all labour and materials., supply of tractor with trolley in good running condition of make tata/ashok leyland/mahindra or equivalent having a carrying capacity of 3.00 m3 with hydraulically operated body for attending miscellaneous works in port operational areas and other areas as required and as directed by the engineer-in-charge .the cost inclusive of all hire and operational charges etc.., complete.all labour and materials., hiring of suv(non a/c) tata sumo/bolero/ tavera of equivalent of higher version of model 2019 of later including drivers salaries and maintenance charges,hire and operational charges as required and as directed by the engineer-in-charge, complete with 1800km mileage per month., supply of mini excavator in good running condition of make tata/hitachi/z-axis 20 u or equivalent to work in port operational areas and other areas in port area for desiltation of all types of drains and other miscellaneous etc.., as required and as directed by the engineer-in-charge.the cost inclusive of all hire and operational charges etc..,complete., supplying of man power associate with the vans and equipments in port operational areas with necessary tools and plants etc.., as required and as directed by the engineer-in-charge,complete.all labour and materials.

Central Government/Public Sector

CTN :45107615

01 Jun, 2026 NA

Tuticorin - Tamil Nadu

Tender For corrigendum : supplying of mechanical excavator (jcb)front end loader,mini excavator on hire basis for cleaning juliflora trees, other bushes, leveling undulated area in the harbour estate for the period of one year in vocpa

CTN :45296127

02 Jun, 2026 2.97 Lacs

Jodhpur - Rajasthan

Tender For supply of material and labuor for excavation by mechanical means hydraulic excavator , m and l for repairing of road with ready to use patch mate instant road repair material , supply in fixing in repair lrc leak repair clamp made out of ms alongwith nut bolt , supply and filling of lead wool for leakage repair , m and l for filling dry sand in excavated trench at the place of repairing

corporations/Associations/Others

CTN :45034145

27 May, 2026 43.16 Lacs

Jhansi - Uttar Pradesh

Tender For corrigendum : 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.

State Government

CTN :45080806

15 May, 2026 NA

Multi City - Gujarat

Tender For annual rate of supplying labour and machinery for works of chhotaudepur (r & b) division, chhotaudepur and other division at tejgadh hot mix plant. (for labour and machinery) - hire charges of dumper for carting of dry/hotmix material from sevaliya department quarry to drum mix plant site sayajipura, vadodara to paver site including loading, unloading, transportation of material to paver finisher site, fuel and wages of operator etc. complete as directed. (payment is made for single way kilometer) ( for patch work & misc. work ) as per sor lead chart (a) upto 5 km, upto 5 to 10 km, upto 10 to 15 km, upto 15 to 25 km, upto 25 to 50 km, upto 50 to 100 km, upto 100 to 200 km, spreading hot ashphalt material on road with help of labour supply and providing machinary of 2 nos. of roller on daily basis for laying of asphaltic material including cleaning of road using air compressor and front end loader whenever required on on multiple site at a time, jcb for removing extra stuff on road and helping on plant side for smooth operation of plant with all respect including sprayer for emulsion spreading include smooth movement of material and labour on paver site including cost of oil, fuel and wages of operator etc complete., hire charges for front end loader including cost of oil, fuel and wages of operator etc complete. (a) front end loader 3.1 cum bucket capacity, (b) front end loader 2.1 cum bucket capacity, (c) backhoe-loader 1 cum bucket capacity, hire charges for hydraulic excavator including cost of oil, fuel and wages of operator etc complete. (a) hydraulic excavator of 1.2 cum bucket, (b) hydraulic excavator of 1.1 cum bucket, (c) hydraulic excavator of 0.9 cum bucket, (d) jack hammer (attachment of hydraulic excavator), hire charges for vibratory roller including cost of oil, fuel and wages of operator etc complete. (a) vibratory soil compactor (10 tonne), (b) smooth wheeled roller 8 tonne, (c) tandem roller 8 to 10 tone, (d) mini tandem roller, (e) pneumatic road roller, hire charges for tractor trolly including cost of oil, fuel and wages of operator etc complete., hire charges for backhoe loader 1 cum capacity including cost of oil, fuel and wages of operator etc complete., hire charges for paver finisherincluding cost of oil, fuel and wages of operator etc complete. (a) paver finisher mechanical, (b) paver finisher hydrostatic with sensor control -240 hp, (c) paver finisher hydrostatic with sensor control -170 hp, hire charges for air compressor including cost of oil, fuel and wages of operator etc complete. (a) air compressor -250 cfm, (b) air compressor -500 cfm, hire charges for generator including cost of oil, fuel and wages of operator etc complete. (a) generator 725 kva, (b) generator 500 kva, (c) generator 400 kva, (d) generator 250 kva, (e) generator 125 kva, (f) generator 100 kva, (g) generator 62.5 kva, (h) generator 33 kva, (i) generator 15 kva, hire charges tipper including cost of oil, fuel and wages of operator etc. comp. (for patchwork & misc. work) (a) tipper-18 cum, (b) tipper-14 cum, (c) tipper-10 cum, (d) tipper-5.5 cum, hire charges for crane including cost of oil, fuel and wages of operator etc complete. (a) crawler mounted crane 35 tonne capacity, (b) crawler mounted crane 80 tonne capacity, (c) crawler mounted crane 100 tonne capacity, (d) mobile hydraulic crane 3 tonne capacity, (e) mobile hydraulic crane 5 tonne capacity, (f) mobile hydraulic crane 10 tonne capacity, (g) mobile hydraulic crane 15 tonne capacity, (h) mobile hydraulic crane 20 tonne capacity, (i) mobile hydraulic crane 35 toone capacity

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

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