Web Analytics Made Easy - StatCounter

Economizer Spares Tenders

Get complete information related to latest Economizer Spares Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Economizer Spares Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Economizer Spares Tenders .

Filter
Loading....
Loading....
Loading....
Loading....
Loading....

Bid Submission Date Range
Tender Value

corporations/Associations/Others

CTN :39557642 Due date: 24 Mar, 202524 Mar, 2025 7.64 Crore
Tender For operation & maintenance (o&m) of all hydro mechanical, electrical equipments and civil work of garudeshwar weir for 5(five) years.

Central Government/Public Sector

CTN :39555888 Due date: 25 Mar, 202525 Mar, 2025 7.00 Lacs
Location: Goa - Goa Goa - Goa
Tender For custom bid for services - annual maintenance contract for ground support equipment- this scope of work for is for the engagement of a technical person qualified with a minimum diploma in mechanical engineering, for the amc of ground support and equipment (gse).the technical person will be deployed to manage and maintain all gse items. the scope of workinclude preventing, maintenance, repairs the scope of work under proposed amc comprises of:- (a) painting of all items of gse at least twice in a year or whenever required will be carried out bythe contractor. the paint will be supplied by the contractor. (b) the consumables spare including lubrication oil (servo 68, air compressor lub oil), hoses,filters, cables, plugs, seals, washers, pins, circlips, brushes for painting, cleaning material (includingsoap/ detergent, cloth, rag pieces, etc), gauges, sight glass, other plastic/rubber components,adapters, wheels, tyres, bearings, bushes, beading, all jack consumable spares (o-ring, springs,metallic bearing, bushes, metallic washers & grease), required for undertaking scheduled/ periodicalservicing and repair of the gse enclosed are to be supplied by the contractor. (c) the scheduled/periodical servicing of gse as per list attached and repairs- wheneverwarranted. (d) the cost of consumable require for scheduled/ periodical servicing of gse will be borne by the contractor. (e) the contractor shall cater for one in number qualified technician(diploma in mechanica!engineering) for five days in a week for carrying out routine inspection and servicing of gse. all the maintenance and repair activities are to be undertaken by suitable qualified technical personnel and within reasonable time frame as decided mutually by customer and contractor. working hours of unit(icgae goa/ 800 sqn) will be followed by the contractor's repair/ maintenance team. the leaverelief is to be provided by the contractor well in advance and the same is to be intimated to the unit.the leave relief needs to be qualified, knowledgeable and well conversant with the available gse. (f) calibration of gauges as per servicing schedule by nabl accredited laboratory is to beundertaken within contract and calibration certificate needs to be provided. (g) hydro static test (hst) of nitrogen cylinder and lp compressor is to be undertaken withincontract, if due. (h) replacement of gauges if unserviceable is to be undertaken within contract. -msme exemption - yes | startup exemption - no

CTN :39491742 Due date: 07 Mar, 202507 Mar, 2025 33.31 Lacs
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 :39487539 Due date: 04 Mar, 202504 Mar, 2025 33.31 Lacs
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)
 Loading, Please wait...

Connect us via What's Up