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Mastic Flooring Repair Tenders

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Bid Submission Date Range
Tender Value

CTN :42716317 Due date: 26 Nov, 202526 Nov, 2025 NA
Tender For bid to ras supply of upgrading of receive and dispatch area c c -upgrading oblice improving of receive and dispatch area at ge ep jodhpur , dismanting of all old unsv items from existing receive and dispatching area and re as per rfp , s and f lathing ms draw hollow tunnel of size 75x40mmx2 point 5mm thick section 3963 mm long , s and f baluster ms draw hollow tunnel of size 100x50x3 mm section 4573 mm long complete , s and f truro ms draw hollow tunnel of size 100x50x3 mm section length as per ground condition , sand f superior quality double leaf easy move mild steel door of size 1450x2150 mm fabricated out of wrinkle free 2mm thick hr sheet with following , m and l for cement concrete in foundation 04 nos witth 1 3 6 of size 300x300x750 mm , m and l for cement concrete in pcc flooring with 1 3 6 of size 3960x4750x100 mm approx , s and f long durable uv exposure cold rolled enhanced aesthetic appeal and highly corrosion resistant profiled sheet with organic coating , s and f superior quality glazed double leaf casy move mild steel ventilator 02 nos of size 400x900 mm , s and f mild steel draw fine threaded foundation bolt 12 mm dia 350 mm long with double washer and nut 16 nos , s and f side supports ms draw hollow tunnel of size 75x40x2 point 5 mm thick length as under , s and f self screw 25 mm long 210 nos , s and f electrical appliances have point wiring with 1 point 5 sqmm oblice 2 point 5 as per rpf

Central Government/Public Sector

CTN :42815159 Due date: 09 Dec, 202509 Dec, 2025 NA
Tender For repairs to pcc flooring tiling plastering water proofing treatment plinth protection etc in certain md and otm accn at range hill area under ge mh rh khadki

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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