Tender For supply of precision air conditioner pac, 20 tr , factory accessories , refrigerant copper piping with insulation, brazing, testing, qty. as reqd. , in r. m. , condensate drain piping, qty. as reqd. , in r. m. , double skin gi supply ducting with 25 mm insulation, qty as reqd. , in sq. m. , aluminum diffusers 900 cfm with dampers , return air grille assembly , electrical cabling power, control, earthing, cu armoured , civil foundation and outdoor plinth , installation and alignment of pac units , testing, commissioning, and performance verification , documentation, as-built drawings, and training
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, filling 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 1.5 m as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved
Tender For supply of high mast security light d d - 12 mtr galvanized pole , led light 250w , led solar light , control panel with connector and protection device , construction of rcc plinth with foundation bolts , erection and commissioning of the high mast security light
Tender For providing various ss structure plinth foundation, cable duct, hbg metal & stone dust filling and allied civil works and supply of iron and steel materials, fabrication and erection of electrical structures, erection of equipments and providing earthbore, earth mat& earth electrode,cable laying and termination etc., for enhancement of power transformer capacity from 2x16 mva into 1x16+1x50 mva in 110/33 kv ratio with additional gc breaker at shoolagiri 110/33-11 kv ss in krishnagiri edc.
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
Tender For design engineering supply erection testing and commissioning of 02 nos 80 mva 132-33 kv power transformer on the existing foundation along with dismantling of 02 nos 50 mva power transformers at same plinth at gss, hatia-i on turnkey basis
Tender For providing supplying submersible pump, and allied material for newly 100 drilled boarwells in ichalkaranji municipal corporation- providing, crecting and giving test of mjf approved submersible pump set 150 mm din, 3 h.p. of conforming to is, 3034 and moter conforming to 15 9283 with waterproof winding pump shall be suitable for various delivery head and discharge with stainless steel shaft. motor suitable for working on 415v+ 10%, 3 ph. 50 hz a.c. supply, with cable guard, thrust carben/fibre bearing to withstand entire hydraulic thrust. the pump set shall be suitable for direct coupling, with suitable suction strainer. pump should have suitable discharge outlet as per manufacturer's design. anti-thrust stream lined non-retum valve shall be provide with pump. 3 m submersible copper conductor cable in single/double run and 2 pairs of suitable size, crection clamo 10 mm thick shall he acided with man. test submersible pump set 100 men dia (with polypropylene/noryl impeller) up to 20 stagos 3.0 hp, submersible pump 150 mm dia (with bronze/stainless steel (cf8m) impeller) up to 8 stages, (mjp e/m csr 2023-34 pm 1-1-4, pm1-3-3, p-182), supplying and erecting isi mark gl pipe 50 mm dia. b' class ar position with accessories complete. specification no. cw-plb/gp., (pwd electrical csr 2023-24, 16-5-6, 21, supplying, crecting, testing and commissioning of flat flexible 3 core 2.5 sq.mm pvc sheathed submersible type copper cable suitably clamped at fixed intervals with coluran pipe assembly complete., (pwd electrical csr 2023-24, 12-4-8), supplying & erecting bore plate, clamps, nurbolts, (market rate), supplying and erecting "b' class gi coupling nipple of 50 mm dia. in position with necessary material., (mup e/m csr 23-24, pw 3-4, pg-08), supplying and crecting 'b' class gf tee of 50 mm dia. in position with necessary material., (mup em csr 23-24 pw 5-3, p-08), supplying and crecting rolled steel jnist (ginfer) pole 125 * 70 mm (13.3kp / m) with base plate in provided foundation as per specification no. oh-plrsi, pwd dsr 2023-24, moking cement conerese foundation including excavation (45 * 45 * 120) * cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal. (45 * 45 * 45) * cm / 45 * cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete (for 6m pole), pwd dsr 2023-24 item no 16-3-2, supplying, crecting, testing & commisioning gl sheet 0.6 mm (24 swg) having zine conting of 275 microns with gaivarization process compliance to is 2629:1985 to be used for fabrication of boses panel boants etc. including cutting. bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel peint as per specification no. cp/sh/cr, 12^ * in\$0^ * 0.15 = 0.15, 2 12^ * 0.150^ * 0.3 - 0.09, 312^ * 0.150^ * 0.5 - 0.15, 1.09 sqm, pwd dsr 2023-2416-1-2, supplying, erecting, testing & commisioning plywood 6 mm thick fixed to wall. or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete as per specification no. cp/sh/cr, pwd dsr 2023-2416-1-2, supplying, installing and testing pipe type carthing with 40mm, dia. g.l. pipe or 20 mm dia. g.i. rod complete with all accessories of gl materials & recording the results as per specification no. eα-ερ, pwd dsr 2023-2416-1-11, supplying, erecting, testing and commissioning of automatic control panel for three phase, 415 v, a.c. supply, submersible/centrifugal pump set upto 7.5 hp consisting of d.o.l.. starter having relay range 9-14 a, s.p.p., combined ammeter/voltmeter, phase indicating lamp enclosed in crca powder coated vibration proof enclosure with ip54 protection with single phasing, phase reversal, phase imbalance, etc., pwd dsr 2023-24 12-4-17, supplying and erecting mains with wp 2 x 6 sq. mm. 1.ikv. grade aluminium pvc insulated and pvc sheathed wires on g.i. bearer wire no. 8 swg complete erected with required size of porcelain reel insulators and 16 sw
Tender For 2 .providing supplying submersible pump, and allied material for newly 107 drilled boarwells in ichalkaranji municipal corporation- providing, crecting and giving test of mjf approved submersible pump set 150 mm din, 3 h.p. of conforming to is, 3034 and moter conforming to 15 9283 with waterproof winding pump shall be suitable for various delivery head and discharge with stainless steel shaft. motor suitable for working on 415v+ 10%, 3 ph. 50 hz a.c. supply, with cable guard, thrust carben/fibre bearing to withstand entire hydraulic thrust. the pump set shall be suitable for direct coupling, with suitable suction strainer. pump should have suitable discharge outlet as per manufacturer's design. anti-thrust stream lined non-retum valve shall be provide with pump. 3 m submersible copper conductor cable in single/double run and 2 pairs of suitable size, crection clamo 10 mm thick shall he acided with man. test submersible pump set 100 men dia (with polypropylene/noryl impeller) up to 20 stagos 3.0 hp, submersible pump 150 mm dia (with bronze/stainless steel (cf8m) impeller) up to 8 stages, (mjp e/m csr 2023-34 pm 1-1-4, pm1-3-3, p-182), supplying and erecting isi mark gl pipe 50 mm dia. b' class ar position with accessories complete. specification no. cw-plb/gp., (pwd electrical csr 2023-24, 16-5-6, 21, supplying, crecting, testing and commissioning of flat flexible 3 core 2.5 sq.mm pvc sheathed submersible type copper cable suitably clamped at fixed intervals with coluran pipe assembly complete., (pwd electrical csr 2023-24, 12-4-8), supplying & erecting bore plate, clamps, nurbolts, (market rate), supplying and erecting "b' class gi coupling nipple of 50 mm dia. in position with necessary material., (mup e/m csr 23-24, pw 3-4, pg-08), supplying and crecting 'b' class gf tee of 50 mm dia. in position with necessary material., (mup em csr 23-24 pw 5-3, p-08), supplying and crecting rolled steel jnist (ginfer) pole 125 * 70 mm (13.3kp / m) with base plate in provided foundation as per specification no. oh-plrsi, pwd dsr 2023-24, moking cement conerese foundation including excavation (45 * 45 * 120) * cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal. (45 * 45 * 45) * cm / 45 * cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete (for 6m pole), pwd dsr 2023-24 item no 16-3-2, supplying, crecting, testing & commisioning gl sheet 0.6 mm (24 swg) having zine conting of 275 microns with gaivarization process compliance to is 2629:1985 to be used for fabrication of boses panel boants etc. including cutting. bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel peint as per specification no. cp/sh/cr, 12^ * in\$0^ * 0.15 = 0.15, 2 12^ * 0.150^ * 0.3 - 0.09, 312^ * 0.150^ * 0.5 - 0.15, 1.09 sqm, pwd dsr 2023-2416-1-2, supplying, erecting, testing & commisioning plywood 6 mm thick fixed to wall. or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete as per specification no. cp/sh/cr, pwd dsr 2023-2416-1-2, supplying, installing and testing pipe type carthing with 40mm, dia. g.l. pipe or 20 mm dia. g.i. rod complete with all accessories of gl materials & recording the results as per specification no. eα-ερ, pwd dsr 2023-2416-1-11, supplying, erecting, testing and commissioning of automatic control panel for three phase, 415 v, a.c. supply, submersible/centrifugal pump set upto 7.5 hp consisting of d.o.l.. starter having relay range 9-14 a, s.p.p., combined ammeter/voltmeter, phase indicating lamp enclosed in crca powder coated vibration proof enclosure with ip54 protection with single phasing, phase reversal, phase imbalance, etc., pwd dsr 2023-24 12-4-17, supplying and erecting mains with wp 2 x 6 sq. mm. 1.ikv. grade aluminium pvc insulated and pvc sheathed wires on g.i. bearer wire no. 8 swg complete erected with required size of porcelain reel insulators and 16
Tender For construction of control room building with electrification and providing plinth foundation for various structures etc for establishment of new kodumanal 33/11 kv ss with 8mva power transformer at punjaipaalathozhu at erode edc,erode
Tender For erection of ohe work and concrete for foundation and plinth in all type of soils in the projects being executed by konkan railway corporation limited.