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Tender For supply of gym equipment of chennupati ramakotaiah indoor stadium in 11th division. 1st call general funds - "providing and fixing of gym rubber mat flooring tiles of size of 500 x 500 mm and thickness of 15 mm,interlocking type of vulcanized virgin rubber of design and colour and with excellent impact bearing, tough on falling weights, protection to sub floor, sound absorbing & highly durable complete as per directions of engineer - in -charge. make - ecoflex, bioflex, fitflex or equivalent. including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental authorities. ", "providing hack squat machinestructure and frames: structural frames are fabricated from 100 x 50 x 2.5mm thick square steel tubing. heavy metal bending design is used to ensure superior strength and to eliminate joint failure. weight stack: m.s weight stack; having 7.5 kg each plate weight fitted with 2 nylon bushes to avoid noiseless operations. guides: stainless steel guide rods of 25mm thick is used. bearings: lubricated high grade 'zz' steel ball bearing. selector pins: magnetic selector pins; made up of high quality steel 10mm with spring wire mechanism and nylon knob. cables: 6mm nylon air craft cables are used. pulley: pulleys made up of high quality nylon with deep grooved to support cable and double 'zz' bearing with m10 pin ensures superior strength and longevity.cushion / padding: seats cushion and pads are made up of 2"" high density foam and 18mm marine plywood is used for greater life and finally covered with heavy vinyl.hardware: hardware used are button head bolts and made up of high tensile steel.powder coating: all components are chemically treated to seal exterior and interior surfaces against corrosion. the components are electro statically powder coated at minimum 60-70-micron thickness to make it resistant to scratch, corrosion and humidity. closing caps: all open ends are covered with nylon/pp closing caps.handgrips: hand grips is used on handles wherever necessary made up of high quality rubber. foot pad: high quality rubber foot pad. digital repetition counter for each exercise/workout sets. including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental authorities. ", providing multi adjustable bench structure and frames: structural frames are fabricated from 100 x 50 x 2.5mm thick square steel tubing. heavy metal bending design is used to ensure superior strength and to eliminate joint failure. selector pins: magnetic selector pins; made up of high quality steel 10mm with spring wire mechanism and nylon knob. cushion/padding:seats cushion and pads are made up of 2" high density foam and 18mm marine plywood is used for greater life and finally covered with heavy vinyl. hardware: hardware used are button head bolts and made up of high tensile steel. powder coating: all components are chemically treated to seal exterior and interior surfaces against corrosion. the components are electro statically powder coated at minimum 60-70-micron thickness to make it resistant to scratch, corrosion and humidity. closing caps: all open ends are covered with nylon/pp closing caps. foot pad: high quality rubber foot pad. including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental authorities. , providing flat bench structure and frames: structural frames are fabricated from 100 x 50 x 2.5mm thick square steel tubing. heavy metal bending design is used to ensure superior strength and to eliminate joint failure cushion / padding: seats cushion and pads are made up of 2" high density foam and 18mm marine plywood is used for greater life and finally covered with heavy vinyl. hardware: hardware used are button head bolts and made up of high tensile steel. powder coating: all components are chemically treated to seal exterior and interior surfaces against corrosion. the components are electro statically
Tender For corrigendum : annual rate contract tender for fabrication, dismantling & erection of various steel structural work at lignite, limestone and ash handling system of gipcl-slpp year 2025-26
Tender For corrigendum : strengthening of r.c.c. column/ gantry pillars and structural steel structure of conveyor belt and bunker at chp of 7/8 mine under rajnagar ro sub area of hasdeo area. (2nd call)
Tender For supply, fabrication, welding/joining, erection and testing of hdpe piping from kgs 3 and 4 to kaiga 5 and 6 area. - supply items (schedule-a), 100 nb equal tee sch 40 astm a 234 gr. wpb sml bw ansi b 16.9, 1oo nb sorf flange 150 # astm a 105 ansi b 16.5, 100 nb blind flange 150 # astm a 105 ansi b .16.5, 100 nb gate valve manual op. flange end 125/150 # sa 216 gr. wcb ansi b 16.34, 100 nb ball valve manual op. flange end 125 /150# hdpe, suit to 100 nb,sa 105, 150 # ansi b 16..5 back ring flange, flange end mechanical type flow totalizer 150# (range 150000 to 200000 cu. mtr.capacity) to suit to 100 nb sa 105 flange 150 #, ansi b 16.5. flow meter totaliser specification, dn-110 hdpe pipe is 4984 gr. pe 80 pn 6, dn-110 hdpe 90 degree elbow, is 4984 gr. pe 80 pn 6 as per is 8008, dn-110 pipe /stub end, 1s 4984 gr pe 80 pn 6 as per is 8008., 100 nb cs back ring flange astm a 105 as per ansi b 16.5 150#, dn-110 hdpe equal tee, is 4984 gr.pe 80 pn 6, as per is 8008, dn-50 hdpe cap, is 4984 gr. pe 80 pn 6, as per is 8008., hexagonal headed bolt, nut with washer 85 mm long is 1363 gr. 6.3 /is 3757 gr. 8.8, ismc 100 is 2062 , e 250 gr. a, 12 mm thick plate is 2062 , e 250 gr. br, 110 nb ms u clamp 25 mm wide x 3.5 mm thick, 100 nb m 12 u bolt is 2062 e 250 gr. a, m 10 x 100 hst/faz, 1.6 mm thk caf gasket 100 nb is 2712 gr. w/3, erection item (schedule-b), butt fusion welding / joining and laying of dn- 110 hdpe pipe, is 4984, grade pe 80, pn 6 both under ground and above ground., butt fusion welding / joining and erection of dn-110 90 degree elbow, hdpe, is 4984, grade pe 80. pn 6 ( inclusive of welding/fusion of both end), butt fusion welding / joining and erection of dn-110 hdpe equal tee, is 4984, grade pe 80. pn 6 ( inclusive of welding/fusion of three end), butt fusion welding / joining and erection of dn-110 hdpe pipe end /stub end is 4984, grade pe 80. pn 6, butt fusion welding/joining and erection of dn-50 hdpe cap is 4984 grade pe-80 pn-6, installation of 100 nb hdpe ball valve without welding., fabrication , erection , welding, inspection,surface cleaning & supply and application of hb chlorinated rubber zinc phospate primer paint in two coats to minimum 100 micron dft and supply and application of hb chlorinated rubber finish paint in two coats to 60 micron dft for cs structural steel support and components., installation of anchores m10 x 100 mm hst/faz including handling,scafolding,labour & tools., removing & reinstallation of precast concrete slab 0.3 m (l) x 1.350 m (w) x 0.1 m (t), excavation and backfilling of excavated trenches with the soil after completion of installation of pipe lines and testing including levelling/grading, compaction to the required level 1.5 m (d)x 0.8 m (w), sand bedding 50 mm depth x 400 mm width for underground hdpe piping including supply of sand., dismantling of existing dn-50 hdpe piping including breaking of existing cement concrete ( 0.7 cub.mtr) & pcc to be done after breaking and removing of existing cement concrete, including tools, labour & disposing of unservicable material as directed by eic, carefully removing the korean grass along with soil of 100 mm to 250 mm depth and 1500 mm width including replacing the same removed korean grass along with soil after laying hdpe line along with tools & tackles,watering of grass,dressing of area etc.in all complete as per direction of eic
Tender For jacketing of bridge substructure alongwith supplying structural drawing in c/w repl of steel girders with psc slab and strengthening of substructure of bridges between span 9.14 & 12.20 m br no. 172 (2x12.19m) on dui-bti and 57b (1x12.20m), 57a (4x12.20m) on bti-sgnr section under sr.den-ii-umb.
Tender For structural fabrication work on labour contract basis related with civil and steel structural works for 5th stream alumina plant at damanjodi odisha and related facilities at vishakhapatnam port on lab-contract basis