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CTN :42719530 Due date: 09 Dec, 202509 Dec, 2025 NA
Tender For corrigendum : medium velocity water spray - supply of above ground pipes including transportation dn 6inch is 1239thk.heavy 5.4mm, supply of above ground pipes including transportation dn 4inchis 1239thk.heavy 5.4mm, fabrication erection installation painting and testing of above groundpipes dn6 inch is 1239 thk.heavy 5.4mm, fabrication erection installation painting and testing of above ground pipes dn4 inch is 1239 thk.heavy 5.4mm, remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves. pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves with spiral wound graphite .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer pl refer atc document for details., spray nozzles supplying and installation of medium velocity fixed water spray nozzles along with matching reducing tee to connect with water spray ring.pl refer atc document for details., quartzoid bulb detectors supply installation testing and commissioning of quartzoid bulb detector.pl refer atc document for details., supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of 1.5 d 90 degree bw elbow material as per pipe size 6 inch, supply of 1.5 d 90 degree bw elbow material as per pipe size 4 inch, supply of bw equal tees material as per pipe size 6 inch, supply of bw equal tees material as per pipe size 4 inch, excavation upto 1.50m earth work in excavation by mechanical means hydraulic excavator pl refer atc document for details., excavation beyond 1.50m excavation work by mechanical means hydraulic excavatoror manual means in foundation trenches or drains for depth beyond 1.5 m.pl refer atc document for details., carriage or disposal carriageordisposal of materials by mechanical transport loading unloading and staking excavated all type of ordinary rock soil and dismantled concrete material any lead within plant premises area, back filling backfilling 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 3 m., demolishing rrc demolishing r.c.c. work floor pavement or foundations or pedestal or slab etc.pl refer atc document for details., demolishing stone or brick masonary demolishing stone rubble masonry or brick masonry or plain cement concrete work manuallyor by mechanical means. pl refer atc document for details., pcc 148 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to

Central Government/Public Sector

CTN :42667839 Due date: 04 Dec, 202504 Dec, 2025 43.68 Lacs
Tender For corrigendum : provn of accessories for solid waste and decompost system at mil stn gaya - surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soils., removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point., m & l for hard core of gauge exc. 63mm but n exc 100mm deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface of broken stone/boulder., m & l 75mm thick pcc type c-2, (1:3:6) using 40mm graded stone aggregate as in path hard standing as directed, m&l pcc 1:2:4 type b1 (20mm graded agg) as in copings,benching,bed block,lintel band drains and channels etc and similar work incl form work.kerbs and like incl weathering slightly rounded or chamfered angles and throating as directed, m&l rubber moulded precast concrete interlocking paver block any shape and size confirming to is 15658-2006 of 80 mm thickness m-40 grade with grey cement and no pigments al as spfd and directed., m&l sand filling under floors are in foundation including watering and consolidation, m & l organic waste composition machine of 1000kg/day capacity all as specified., m & l organic waste shredder machine of 1000kg/day all as specified., m & l conveyer belt for organic waste all as specified and directed, supply and laying river bed fine sand in trenches/ ducts 15 cm under cable and 8 cm above the cable for cushioning / protection to cable including spreading, levelling and get thick 18cm after hand punning complete all as specified and directed at site.

State Government

CTN :42630861 Due date: 02 Jan, 202602 Jan, 2026 3.20 Lacs
Tender For corrigendum : cleaning and washing of pcc poles and rail pole structure and other iron materials by wire brush to make them smooth. all pcc poles and foundation plinth above ground level are to be painted . - work schedule forcleaning and washing of pcc poles and other iron materials by wire brush to make them smooth. all pcc poles and foundation plinth (above ground level) are to be painted with two coat of cement primer and two coat of final paint (make - asian paints and color to be chosen by the supervising officer). all iron materials to be painted with one coat of red oxide as primer and two coats of aluminum paints & cleaning of rail pole, cable end structure, v.c.b., c.t., p.t., 33 kv l.a. support structure, neutral support structure by wire brush to make them smooth. all rail poles, iron materials & structures to be painted with one coat of red oxide as primer and two coats of aluminum paints under matangini 33/11 kv substation under tamluk division.

State Government

CTN :42614270 Due date: 26 Dec, 202526 Dec, 2025 3.65 Lacs
Tender For corrigendum : cleaning and washing of pcc poles and rail pole structure and other iron materials by wire brush to make them smooth. all pcc poles and foundation plinth above ground level are to be painted - work schedule for cleaning and washing of pcc poles and other iron materials by wire brush to make them smooth. all pcc poles and foundation plinth (above ground level) are to be painted with two coat of cement primer and two coat of final paint (make - asian paints and color to be chosen by the supervising officer). all iron materials to be painted with one coat of red oxide as primer and two coats of aluminum paints & cleaning of rail pole, cable end structure, v.c.b., c.t., p.t., 33 kv l.a. support structure, neutral support structure by wire brush to make them smooth. all rail poles, iron materials & structures to be painted with one coat of red oxide as primer and two coats of aluminum paints under beraberia 33/11 kv substation under tamluk division.

Central Government/Public Sector

CTN :42825963 Due date: 09 Dec, 202509 Dec, 2025 42.65 Lacs
Tender For provision of pol stores for microlight base elect section tool crib addn altn of roof sheet provn of view cutters and other allied work at certain location of af station under ge af bamrauli - surface dressing n exc 15 cm deep in soft/loose soil, complete all as specified and directed., excavation in trenches for n.exc 1.50m wide not exceeding 10 sqm on plan and n.exc 1.5m in depth in soft/ loose soil and getting out, complete all as specified and directed., excavating over areas hard & dense soil, n. exc 1.5 m deep and getting out, complete all as specified and directed., m&l for pcc 1:4:8 type d2 graded stone aggregate cement concrete in flooring, foundation, filling and mass, complete all as specified and directed., returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed., removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m. complete all as specified and directed., m&l for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed., m& l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc., basement slabs, complete all as specified and directed., m&l for rcc (20mm grade aggregate type b1 (1:2:4) nominal mix columns, pillars, piers, posts and struts, complete all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate) beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed., m&l for rcc type b1, (1:2:4) nominal mix (20mm grade aggregate to chajjas, complete all as specified and directed., m&l for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, complete all as specified and directed., m&l for formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed., m&l for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), complete all as specified and directed., m&l for formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed., m&l for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of rcc/pcc bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide, complete all as specified and directed., s&f for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, includingcranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed., s&f for mild steel tmt or twisted bars 6 to 8 mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as in stirrups etc. complete all as specified and directed., m& l for pcc 75mm thick type c-1 ,1:3:6 using 20mm graded stone aggregate as in plinth protection, complete all as specified and directed., m&l for brick work with sub class b bricks, straight or curved on
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