Latest hydraulic item Tenders | Government hydraulic item Tenders

Central Government/Public Sector

CTN :38956331

10 Mar, 2025 NA

Kutch - Gujarat

Tender For bid to ras corrigendum : supply of machinery spares - hose clip ss ( part no 131to139 mm) , flexible red hoses ( part no 8095106) , hose clip ss ( part no104to112 mm) , hose clip ss ( part no149to161 mm) , hose clip ss ( part no 188to200 mm) , hose clip ss ( part no 70to90 mm) , hose clip ss ( part no 60to80 mm) , fuel shut off cable ( part no3213) , cylinder hydraulic repair kit ( part no hydr 0228)

State Government

CTN :39537604

22 Mar, 2025 1.20 Crore

Kamrup - Assam

Tender For supply of paper making plant machinery - fiber shredder machine , wet banana fiber opening machine , automatic fiber cooker with steam generator , fiber pulper machine , centrifuge for pulp , agitator assembly mixer , balance tank premixing , paper moulding assembly , working table , hydraulic press machine , paper drying chamber , paper straightening machine , automatic paper cutting machine , office file making machine , electric control panel

CTN :38996846

03 Mar, 2025 NA

Visakhapatnam - Andhra Pradesh

Tender For bid to ras custom bid for services - otr case for habitability maintenancerepair works onboard ins shakti--degutting of crca paneling of wc's and shower areas in js bathroom, ss bathroom and officer's bathroom along with securing arrangement at 1 dk, 2 dk, 01 dk and 02 dk water leakage observed from bathroom to passageway. renewal of crca paneling forming partition between passageway and bathroom to be undertaken. (no. of bathrooms - 10 nos approx. area - 300sqmt) sqmt renewal of foundation and securing brackets of paneling in js bathroom, ss bathroom and officer's bathroom at 1dk, 2dk, 01 dk and 02 dk view heavily corroded/ damaged/ broken. (no of bathroom - 10 nos, mat-ms, thickness- 5mm) rmt 1. . fitment of securing arrangement of wc's in js bathroom and ss bathroom view securing arrangement damaged. (no of wc's - 20 nos) nos inspection window along with frames and locking mechanism of wc's in js bathroom, ss bathroom and officer's bathroom heavily corroded/ thinned/ broken at 1 dk, 2dk, 02 dk, inspection window and locking mechanism of doors to be repaired/ renewed as per existing dimension. qty - 20nos nos repair/ renewal of bath fittings (shower head assembly/ hand bar) in js bathroom, ss bathroom and officer's bathroom as per marine standard, view defective. qty - 40 nos, material- ss nos 2. undertake repair/ renewal of wash basin taps in js bathroom, ss bathroom and officer's bathroom as per marine standard, view defective. qty- 50 nos nos 3. undertake repair/ renewal of ceramic wash basin in officer's bathroom, view defective/ cracked/ damaged. qty- 20 nos nos doors and associated fittings 4. undertake fitment of nwt doors along with door coaming and frames at various locations as per existing dimension, view door deformed/ defective (nwt door will be provided by ss. qty- 30 nos) nos 5. repair/ renewal of hydraulic door closer of nwt door in main passageway, offices and officers cabin, view door closer not working/ defective. qty - 50 nos nos main alleyway and passageway 6. renewal of aluminum strip for securing of crca panel in main rmt page 36 of 74 alleyway at various location to be undertaken as per existing dimension. qty- 200 rmt 7. undertake repair/ renewal of hand rails along with bracket in main passageway at 2 dk, 1 dk, 01 dk, 02 dk, 03 dk,& 04 dk. material - ai, qty- 200 rmt rmt messes and office spaces 8. renewal of locking arrangement of lockers/ drawers in following spaces view broken/ damaged (including hinges and associated fittings). qty -400 nos :- (a) chart table drawer in bridge and flag bridge (b) mess lockers, elsa lockers and shoe locker in all messes (c) drawers of office spaced and stores (d) pharmacy compartment, sickbay and pmo office nos 9. undertake repair/ renewal of foundation and securing bracket of locker in messes, view corroded/ damaged. material - ms & ai. qty50 nos nos 10. undertaken repair/ renewal of securing arrangement of book shelves in messes, view defective. material - wood. spares to be proved by refitting s agency. qty - 80 nos. nos 11. undertake repair of ss wash basin along with drainage arrangement in machinery workshop, electrical workshop, mechanical workshop and hull workshop. qty- 12 nos. nos 12. undertake repair of metallic furniture/ cupboard (opening door fitted with glass) in pharmacy compartment size- (184x122 & 184x 78) cm. spares to be provided by refitting agency. qty- 02 nos nos galley and dining hall 13. repair/ renewal of wash basin drain line in jsdh, ssdh, ss scullery, js scullery, officer's pantry, co's pantry & admiral pantry view blocked. choked. qty - 20 nos nos 14. undertake repair/ renewal of panel along with securing bracket in ship's galley (at deck head and bulkhead), view defective. mat- ss, qty- 50 sqmt sqmt 15. undertake repair/ renewal of ss metallic locker along with locking mechanism in ship's galley. qty- 10 nos. spares to be provided by refitting agency. nos 16. repair/ renewal of water tap in ship's galley and officer's

CTN :39491742

07 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb wbm work ward no. 26 to 55, dausa. - providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion., grading - iii material, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)

CTN :39361666

03 Mar, 2025 50.00 Lacs

Kishangarh - Rajasthan

Tender For w no 14 different works-, earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length onstruction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, ompacting with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 pcc m-20, providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer., providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in-charge. exposed on wall 20 mm nominal outer dia .pipes., earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of engineer for following depths, below naturalground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m, carriage of materials bymechanical transport including loading,unloading and stacking :: earth for 1 km, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level code) 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., "providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shutteringt - all work upto plinth level1:1:3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20mm nominal size)", 40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) includingpointing with cement mortar 1:2 (1 cement : 2 stone dust) with anadmixture of pigment to match the shade of stone.30.27.1 red sand stone, providing and fixing of reinforced ferro-cement drain covers designed for 'a' class loading duly marked on co

CTN :39487539

04 Mar, 2025 33.31 Lacs

Dausa - Rajasthan

Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion, , grading-iii maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)

corporations/Associations/Others

CTN :39474810

15 Mar, 2025 5.00 Lacs

Surat - Gujarat

Tender For supply of various industrial equipments/machinery forhead water works, varachha of surat municipalcorporation. - supply of hydraulic pallet truck, supply of hydraulic manual stacker, supply of hydraulic bearing puller, supply of telescoic ladder, supply of plastic pallet, supply of lifting sling (nylon/polyster) dp - 1, 1 ton, 2 mtr, supply of lifting sling (nylon/polyster), dp - 3, 3 ton, 2 mtr, supply of lifting sling (nylon/polyster), dp - 5, 5 ton, 2 mtr, supply of portable welding machine, supply of swivel crane eye hook, supply of helmet led head lamp with 7 led, supply of adhesive material loctite 609 (250 ml), supply of adhesive material loctite 638 (250 ml), dummy, dummy, dummy, dummy