Latest crawler mounted crane Tenders | Government crawler mounted crane Tenders

CTN :41043889

01 Aug, 2025 NA

Jabalpur - Madhya Pradesh

Tender For supply of p1 155sw w p1 6341999 spring , p1 155sw w p1 1147170 anti tilt arm , p1 155sw w p1 1133694 protective cover , p1 155sw w p1 1131534 gas valve , p1 155sw w p1 5180278 pin , p1 155sw w p1 1132540 safety cover , p1 155sw w p1 1140184 actuating axle brech ring with screw me , p1 155sw w p1 5176544 lever , p1 155sw w p1 4076377 piston rod , p1 155sw w p1 4077377 piston rod , p1 155sw w p1 5176957 axle , p1 155sw w p1 5174502 piston rod , p1 155sw w p1 1155761 protection plate , p1 155sw w p1 6333454 weather strip , p1 155sw w p1 6333631 ring , p1 155sw w p1 4083328 spring , p1 155sw w p1 5156360 spring , p1 155sw w p1 6361018 adjusting screw loading tray , p1 155sw w p1 6361087 pin , p1 155sw w p1 6361008 bearing , p1 155sw w p1 6326454 ring recoil buffer , p1 155sw w p1 5183702 cylinder , p1 155sw w p1 6390214 bar , p1 155sw w p1 5160502 piston , p1 155sw w p1 6394150 cleat front , p1 155sw w p1 1147159 lever , p1 155sw w p1 5160501 ring , p1 155sw w p1 1145695 breech screw , p1 155sw w p1 5167325 obturating pad , p1 155sw w p1 1165152 magazine holder

CTN :40826516

17 Jul, 2025 7.19 Lacs

Nellore - Andhra Pradesh

Tender For corrigendum : supply of providing marine loading arm draining arrangement : : - pump motor , gate valve , pg cpg , flp starter , accessories , hose

corporations/Associations/Others

CTN :41019754

23 Jul, 2025 3.00 Lacs

Valliyoor - Tamil Nadu

Tender For execution of contract for supply works and other works in panagudi section - normal ground- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, normal ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, rocky ground (medium)- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, rocky ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- erection of 7.32m, 7.5m, 8m, 8.23m poles, normal ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, normal ground- erection of 9m & 9.14m poles, rocky ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, rocky ground- erection of 9m & 9.14m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hard rock requiring blasting and chisseling- erection of 9m & 9.14m poles, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, normal ground- erection of above 9.14m poles & 36 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, rocky ground- erection of above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- erection of above 9.14m poles & 36 length rs joists, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, normal ground- erection of 42 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, rocky ground- erection of 42 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hard rock requiring blasting and chisseling- erection of 42 length rs joists, transporting of poles from road side to pole pit upto 2km - 7.32m, 7.5m, 8m, 8.23m rcc pole, transporting of poles from road side to pole pit upto 2km- 9m, 9.14m rcc/psc pole, transporting of poles from road side to pole pit upto 2km - rsj 36 pole, transporting of poles from road side to pole pit - rsj 42 and above, loading and unloading of poles - 7.32m, 7.5m, 8m, 8.23m rcc pole, loading and unloading of poles - 9m, 9.14m rcc/psc pole, loading and unloading of poles - rs joists, tubular & rail pole (above 9.14m), concreting of poles as per board standards (2*2*5). the materialsuch as cement, sand, jelly, etc., have to be supplied by the contractor (cement concrete mix 1:4:8 using 40mm hard broken stone including cost of labour charges.for placing transporting of sant,jally,from box and water curing for 14 days etc,.complete), coping of pole (0.6m*0.6m*0.35m), concreting of stay (o.3m * 0.3m * 1.5m) including materials, coil earthing per pole & pole earthing, normal ground- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), normal ground- erection of stay set, rocky ground (medium)- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), rocky ground- erection of stay set, hard rock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hard rock requires blasting & chisseling- erection of stay set, loading and unloading charges of oil drums (with oil), loading and unloading charges of oil drums (without oil), loading and unloading charges of conductor drum, cable drum, loading and unloading charges of line materials, loading and unloading charges of metering set, 11kv lines-(pin point) fixing of v & channel cross arm 5.5 including transporting of materials from road side to site

corporations/Associations/Others

CTN :41019757

23 Jul, 2025 2.00 Lacs

Valliyoor - Tamil Nadu

Tender For execution of contract for supply works and other works in ittamozhy section - normal ground- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, normal ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, rocky ground (medium)- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, rocky ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- erection of 7.32m, 7.5m, 8m, 8.23m poles, normal ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, normal ground- erection of 9m & 9.14m poles, rocky ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, rocky ground- erection of 9m & 9.14m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hard rock requiring blasting and chisseling- erection of 9m & 9.14m poles, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, normal ground- erection of above 9.14m poles & 36 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, rocky ground- erection of above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- erection of above 9.14m poles & 36 length rs joists, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, normal ground- erection of 42 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, rocky ground- erection of 42 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hard rock requiring blasting and chisseling- erection of 42 length rs joists, transporting of poles from road side to pole pit upto 2km - 7.32m, 7.5m, 8m, 8.23m rcc pole, transporting of poles from road side to pole pit upto 2km- 9m, 9.14m rcc/psc pole, transporting of poles from road side to pole pit upto 2km - rsj 36 pole, transporting of poles from road side to pole pit - rsj 42 and above, loading and unloading of poles - 7.32m, 7.5m, 8m, 8.23m rcc pole, loading and unloading of poles - 9m, 9.14m rcc/psc pole, loading and unloading of poles - rs joists, tubular & rail pole (above 9.14m), concreting of poles as per board standards (2*2*5). the materialsuch as cement, sand, jelly, etc., have to be supplied by the contractor (cement concrete mix 1:4:8 using 40mm hard broken stone including cost of labour charges.for placing transporting of sant,jally,from box and water curing for 14 days etc,.complete), coping of pole (0.6m*0.6m*0.35m), concreting of stay (o.3m * 0.3m * 1.5m) including materials, coil earthing per pole & pole earthing, normal ground- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), normal ground- erection of stay set, rocky ground (medium)- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), rocky ground- erection of stay set, hard rock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hard rock requires blasting & chisseling- erection of stay set, loading and unloading charges of oil drums (with oil), loading and unloading charges of oil drums (without oil), loading and unloading charges of conductor drum, cable drum, loading and unloading charges of line materials, loading and unloading charges of metering set, 11kv lines-(pin point) fixing of v & channel cross arm 5.5 including transporting of materials from road side to sit

Central Government/Public Sector

CTN :41010736

30 Jul, 2025 NA

Udupi - Karnataka

Tender For providing of custom bid for services - crawler mounted crane

CTN :41002713

18 Jul, 2025 NA

Patna - Bihar

Tender For providing of custom bid for services - design, supply & supervision of 80mm bottom loading arm with rack monitor at bpcl patna top

CTN :40633387

15 Jul, 2025 3.00 Lacs

Kanpur - Uttar Pradesh

Tender For corrigendum : daiviya apda work under edsd- rura - carriage of various size pcc poles from store center or from any other place to the respective site of work distence up to 75 km through the kachha pacca road including the work of its loading & unloading at the respective ends also including the work of its dragging etc. and also including the cost of labour, t & p and carrier etc. required for proper completion of work., carriage of various size st poles (9 mtr /11mtr/ 13mtr ) from store center or from any other place to the respective site of work distence up to 75 km through the kachha pacca road including the work of its loading & unloading at the respective ends also including the work of its dragging etc. and also including the cost of labour, t & p and carrier etc. required for proper completion of work., carriage of line material viz. weasel/rabbit/racoon /dog conductor, g.i. earth wire, cross arm, angle, channel, cable boxes, static meter insulators, clamps and other line material from store center or from any other place to the respective site of work through the kachha pacca road including the work of its loading & unloading at the respective ends also including the work of its dragging etc. and also including the cost of labour, t & p and carrier etc. required for proper completion of work., erection of p.c.c double pole including the work of complete h.t. fittings as per respo manual and as per direction of engineer incharge including the cost of labour, t & p and carrier etc. required for proper completion of work., grouting of p.c.c double pole the support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 including the cost of arrangement of cement, sand, brick ballast/stone ballast, stone pad etc. as per actual site requirement., erection of p.c.c single pole including the work of complete h.t. fittings as per respo manual and as per direction of engineer incharge including the cost of labour, t & p and carrier etc. required for proper completion of work., grouting of p.c.c single pole. the support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 including the cost of arrangement of cement, sand, brick ballast/stone ballast, stone pad etc. as per actual site requirement., erection of s.t.p single pole including the work of complete h.t. fittings as per respo manual and as per direction of engineer incharge including the cost of labour, t & p and carrier etc. required for proper completion of work., grouting of s.t.p single pole. the support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 including the cost of arrangement of cement, sand, brick ballast/stone ballast, stone pad etc. as per actual site requirement., erection of s.t.p double pole including the work of complete h.t. fittings as per respo manual and as per direction of engineer incharge including the cost of labour, t & p and carrier etc. required for proper completion of work., grouting of s.t.p double pole. the support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 including the cost of arrangement of cement, sand, brick ballast/stone ballast, stone pad etc. as per actual site requirement., renozzling of damaged stay set as per respo manual and also including the cost of all grouting material, labour, t & p etc. required for proper completion of work., dismentling of rusted weasal/racoon /dog conductor wire and g.i wire & safe carriage of scrap material back to store as per respo manual and as per direction of supervising engineer. it includes the cost of labour, t & p, carries etc. required for proper completion of work., laying, sagging, stringing, binding and jumpering etc. of weasal/dog/rabbit conductor in new erected pole as per respo manual and as per direction of supervising engineer. it includes the cost of labour, t & p, carries etc. required for prope

CTN :40865390

17 Jul, 2025 77.00 Lacs

Jirania - Tripura

Tender For e-tender (2nd call) for procurement of laboratory instruments, equipment, appliances for the college of veterinary sciences and ah, rk nagar under the nec funded project for the year 2025-2026 - biosafety cabinetclassii, a 2 with accessories and power back up (bacteriology)-- the biological safety cabinet should be of class ii, type a2 designed in compliance with international standards the biological safety cabinet quoted instrument model must have international standards test likensf, tuv nord, en 12469 certification. certificate copy must be provided along with the technical bid. working area should be around 4foot. it should have exterior dimension w x h x d of 1300x 1568 x 800 and interior dimension wxhxdof 1200x 780x 630 it should have 1 piece grade 304 stainless steel or thermos scientific smart coat interior itshouldhavefeatureforpersonalprotection,sample protection, cross contamination protection and environmental protection. it must utilize brushless dc motor technology which uses significantly less energy with less heat emission provision compared to traditional ac motor technology to ensure lower levels of energy consumption. it should have 10 sloped front for exceptional comfort and ergonomics thesystemshouldbedesignedwithdualmotor. the motor must automatically adjust or control fan speed in real time to maintain constant airflow during filter loading or temporary obstruction. air flow direction: vertical laminar flow & air intake across front opening and 70% recirculation. filter: high performance particle air filter h14(hepa en1822), filtering efficiency 99.995% mpps or better. energy saving mode when cabinet not in use with maintaining sterility. continuous airflow helps to maintaina sterile environment, evenwhen the cabinet is not in use. thesystemshouldhaveindependentsensorstodetect pressure changes across the exhaust and down flow plenum/ air velocity and should indicate alarm signal when a 20-30% change in inflow/ exhaust or down flow occurs. control panel and performance monitor displays inflow/ down flow velocities, hours of use etc. to verify proper cabinet operation. frontglasswindowshouldbeeasilyloweredfor thorough smart cleaning of inner surfaces and designed to protect users by maintaining inflow, even when the window is lowered. the uv light must be quoted which should be programmable from 30 min to 24 hrs. in minimum 30 minutes increment to shut off automatically. the settings must allow the user to program the timer. the cabinet noise level must be less than 63 db(a) as measured in a sound proof room to promote more comfortable and safer working habitsof the user a per nsf/ ansi 49. the controller must be located on a slanted frontpanel so it is easy to see from a seated working position in front of the cabinet. control panel should be a large digital color touch screen display with health monitoring system, valuable safety and performance data with constant read-out of downflow/ inflow velocities and hours of operation in real-time, number of hours of use on the hepa filters. the front window sash must be angled 10 sloped front for operator comfort. two pieces of removable and autoclavable stainless steel arm rest should be provided for operator s comfort without disturbing the air flow. the system must have audio visual alarms to indicate when inflow is restricted and as well as whether front window is in correct position or not. theworkareashouldbeilluminatedwithswitchable fluorescent lamp of lighting power >120 fc or higher. suitable height floor stand without casters should be provided. in built access ports, 2 nos. (1 on each side) shouldbe available. it has single piece stainless steel work tray for easy cleaning and decontamination. warranty:minimum3year. electrical supply available: 230v a.c, single phase, 50 hz. bidder should provide printed brochure of the quoted model and details specification should be available in the manufacture website. customized model would not be accepted wi

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