Tender For annual rate contract work for construction of various foundations and cable trench under construction division - rajkot for the fy 2026-27 under gondal circle
Tender For corrigendum : supply of supply part for retrofitting of lt panel by supply and installation , service part for retrofitting of lt panel by supply and installation , supply of main incoming lt power distribution panels slipway , install, replace, test and commissioning of main incoming lt power distribution panels slipway , supply of welding and lighting panels slipway , install, replace, test and commissioning of welding and lighting panels slipway , supply of 3.5c x 400 sq.mm aluminum cable from substation-02 to slipway , laying, fixing, testing and commissioning of 3.5c x 400 sq.mm aluminum cable from substation-02 to slipway , supply of 3.5cx 185 sq.mm aluminum cable from slipway-2 and 3 main incoming panels to welding and lighting panels , laying, fixing, testing and commissioning of 3.5cx 185 sq.mm aluminum cable from slipway-2 and 3 main incoming panels to welding and lighting panels , supply and fitment of suitable end termination kits - straight through joints kits of required quantity to all the incoming and outgoing cables at both ends of slipway-02, slipway-03, substations, etc , providing earth pits with 75mm ci pipe as is standards , supply and laying of gi flat 50 x10 mm necessary joints with nut and bolts from earth pit to panel boards , repair and excavation of cable trench of 75mm thick up to 90cm depth , fixing of perforated cable tray on slipways 02 and 03 and securing of cables with metal ties and capping and casing to be provided , foundation for all lt panels i.e. steel foundations with concrete pedestal for panels all incoming and welding and lighting panels
Tender For bid to ras supply of s and f of ring main system for wss - supplying laying jointing commissioning and testing 100mm bore centrifugally cast spun ductile iron pressure pipe with spigot and socketed ends class k7 confirming to is 8329 or 2000 as per atc , supplying laying jointing commissioning and testing 150mm bore centrifugally cast spun ductile iron pressure pipe with spigot and socketed ends class k7 confirming to is 8329 or 2000 as per atc , supply and fix valve reflux with by pass arrangement 100mm 4 inches dia , supply and fix foot valve confirming to is 4038 100mm 4 inches dia , supply and fix valve sluice flanged of class 1 point 6pn 100mm 4 inches dia , supply and fix valves sluice flanged of class 1 point 6 pn 150mm 6 inches dia , supplying installing testing and comissioning of centrifugal pump electric driven capacity not less than 25 lps discharge at 60 metre head in load as per atc , supply laying testing cable xlpe insulated screened pvc bedded galvanized steel strip wire armd electric powercable hd 1100v grade stranded aluminium conductor size 70 sqmm 3 point 5 core , supply laying testing cable xlpe insulated screened pvc bedded galvanized steel strip wire armd electric powercable heavyduty 1100v grade stranded aluminium conductor size 10 sqmm 4 core , supplying installing testing and commissioning of outdoor type factory made crca sheet thickness 3 point 15mm platform mounted lt panel board to accommodate as per atc , supplying installing testing and commissioning of indoor type factory made crca sheet thickness 2mm platform mounted lt panel board to accommodate as per atc , supply install test commission centrifugal openwell submersible pump cap 10hp singlephase discharge range 740 to 200lpm head range 35 to 54m suction x discharge pipe dia 65x50mm as per atc , supply and fix cast iron air valves with two air outlets 80mm dia bore and fixing up in ) /bid number : gem/2026/b/7514655 * /dated: 08-05-2026 & & / bid document 1 / 21 & & ' ' /item category cast iron water supply mains , excavation in tranches not exc 1 point 5m wide n exc 1 point 5m depth over exc 10sqm on plan and n exc 1 point 5m in depth for foundations shafts wells cesspite mainholes pier holes as per atc , returning filling in including spreading laveling watering and well ramming in layers n exc 25cm in soft or loose soil complete all as specified and directed by engr in charge , removal of excavated soil material to a distance not exc 50m or depositing where directed at a level not exc 1 point 50 metre above th staring point complete all as specified as per atc , boring of hole under road pavement hardstanding by trenchless technology using ultra sounding technique nec machine incl hdpe pipe 150mm dia suitable for 0 point 4mpa working pressure , cutting existing ci or di pipe line of 150mm and inserting tee of size 150 x 150 x 150mm for taping complete all as specified and directed note tee 150 x 150 x 150mm paid separetly in di special , cutting existing ci or di pipe line of 150mm and inserting tee of size 150 x 150 x 100mm for taping complete all as specified and directed note tee 150 x 150 x 100mm paid separetly in di special , di or ci special such as tee bend collar tail piece and other fitting as required , earthing of poles and other machinery or equipment using 4mm gi wire as earthing lead and ms galvanized plate of size 60cm x 60cm x 6mm as earth electrode , demolition and diasmanttling of concrete in ground floor and pavings n exc 15cm thickness , m and l of cement concrete b 2 1 colon 2 colon 4 40mm graded aggregate 100mm thickness , m and l for contruction of brick masonry valve pit in repair of inter size 90x90x90cm incl nec exc earth work in soft or loose soil brick work plastering white wash pcc coping ms frame as per atc , m and l for contruction of brick masonry valve pit in repair of inter size 120x120x90cm incl nec exc earth work in soft or loose soil brick work plastering white wash pcc coping ms frame
Tender For construction of yard structure and equipment foundations in the proposed site for the new unmanned 110/22kv ai substation at wind farm area in nida kanjikode
Tender For material and labour for construction of 334 mtr retaining wall (ht 5m) in ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, 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., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.
Tender For supply and construction of 200mtr retaining wall (ht 3) at ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, 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., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.
Tender For wsp nirman karya dhanawad - excavation of earth up to a depth of 1.5 meters for foundations, trenches, drains, etc.; dressing and compacting the bed; watering; trimming the sides; removing excavated earth; backfilling voids with earth after the foundation work is complete; and disposing of surplus earth up to a distance of 50 meters. , cement concrete (1 part cement : 4 parts sand : 8 parts coarse aggregate / 1 part cement : 3 parts sand : 6 parts coarse aggregate) using 10 mm nominal size stone aggregate; including laying, compaction, curing, etc., for foundation work. , stone masonry for anicuts (check dams) using cement-sand mortar in a 1:6 ratio. , random rubble (r.r.) stone masonry in foundations and plinths using cement-sand mortar (1:6 ratio); including filling side joints/crevices, curing, etc. , stone pitching using single, hammer-dressed stones (15 to 30 cm thick), including supply and all necessary lifting/placement operations. , for culvert/bridge construction: laying/installing a single row of rcc (reinforced cement concrete) np3 hume pipes with the required gradient, using cement mortar (1:2 ratio), including collars. (excluding earth excavation, concrete, and masonry works; applicable for 450/500 mm diameter pipes). , cement plaster on walls (20 mm thick) using a 1:4 ratio mixture of cement and sand; including raking out joints and regular curing for 14 days. , cement concrete (50 mm thick) using a 1:2:4 mix ratio (1 part cement : 2 parts sand : 4 parts stone or brick aggregate of 12 mm nominal size); including mixing, laying, compaction, pressing, curing, etc. , display board and photo contingency
Tender For construction of shell & core in twin office towers (t1 & t2) on either side of the amaravati quantum computing centre with raft or pile raft foundations, rcc core, pt &conventional beams and slabs, water proofing and expansion joint works complying to requirements of edge advance certification for quantum valley tech park, amaravati, andhra pradesh at amaravati quantum valley, andhra pradesh-design &build lump sum contract (% percentage tender) system