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Bid Submission Date Range
Tender Value

CTN :42936629 Due date: 18 Dec, 202518 Dec, 2025 NA
Tender For corrigendum : supply of hot rolled strips flats (q3) , hot rolled round steel bars as per is 1732 (q3) , stainless steel rectangular / square tube (q3)

State Government

CTN :42970599 Due date: 15 Dec, 202515 Dec, 2025 NA
Tender For corrigendum : supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786 (q2)

State Government

CTN :43159523 Due date: 23 Dec, 202523 Dec, 2025 48.48 Lacs
Tender For supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

CTN :43123493 Due date: 19 Dec, 202519 Dec, 2025 NA
Tender For supply of anti ane post elevated -main column and all types of cross bracing for anti ane post elevated , precoated profile sheet for anti ane post elevated , wooden planks for anti ane post elevated , ms plate and steel ladder and tmt bars for anti ane post elevated , painting items for anti ane post elevated

State Government

CTN :43144974 Due date: 22 Dec, 202522 Dec, 2025 15.38 Lacs
Tender For supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

CTN :43147449 Due date: 18 Dec, 202518 Dec, 2025 NA
Tender For rate contract for supply and delivery of hsd steel bars of dia. 8 mm and 10 mm required for all the blocks in tiruvarur district for the year 2025-26

Central Government/Public Sector

CTN :41446959 Due date: 13 Dec, 202513 Dec, 2025 NA
Tender For bid to ras corrigendum : supply of 1. steel bars grade x10crmovnb9-1, spec- hw10662 rev 02, dia- 45, l= 4000 mm , 2. steel bars grade x10crmovnb9-1, spec- hw10662 rev 02, dia- 55 mm , 3. steel bars grade x10crmovnb9-1, spec- hw10662 rev 02, dia- 115 mm , 4. steel bars grade x10crmovnb9-1, spec- hw10662 rev 02, dia- 125 mm

CTN :42230258 Due date: 15 Dec, 202515 Dec, 2025 NA
Tender For bid to ras supply of fabrication items c c - steel bar , mild steel sheet black , steel sheet , flat bars ms , steel bar flat low carbon hot rolled , alluminium alloy sheet

Central Government/Public Sector

CTN :43114139 Due date: 31 Dec, 202531 Dec, 2025 NA
Tender For supply of 1. alloy steel bars, spec- aa10622 rev 10, dia- 25 mm , 2. alloy steel bars, spec- aa10622 rev 10, dia- 32 mm , 3. alloy steel bars, spec- aa10622 rev 10, dia- 50 mm , 4. alloy steel bars, spec- aa10622 rev 10, dia- 56 mm , 5. alloy steel bars, spec- aa10622 rev 10, dia- 63 mm , 6. alloy steel bars, spec- aa10622 rev 10, dia- 71 mm , 7. alloy steel bars, spec- aa10622 rev 10, dia- 110 mm , 8. alloy steel bars, spec- aa10622 rev 10, dia- 120 mm , 9. alloy steel bars, spec- aa10622 rev 10, dia- 125 mm

Central Government/Public Sector

CTN :42825963 Due date: 16 Dec, 202516 Dec, 2025 42.65 Lacs
Tender For corrigendum : 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
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