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Tender For supply of structural steel sections - steel is2062 gr.e250 wpb 700x300x204.48 as per soqr item no. 1 , steel is2062 gr.e250 wpb 600x300x177.77 as per soqr item no. 2 , steel is2062 gr.e250 wpb 600x300x128.79 as per soqr item no. 3 , steel is2062 gr.e250 wpb 360x300x141.8 as per soqr item no. 4 , steel is2062 gr.e250 wpb 300x300x100.8 as per soqr item no. 5 , steel is2062 gr.e250 wpb 250x250x73.14 as per soqr item no. 6 , steel is2062 gr.e250 wpb 200x200x61.29 as per soqr item no. 7 , steel is2062 gr.e250 ismc 400 as per soqr item no. 8 , steel is2062 gr.e250 ismc 300 as per soqr item no. 9 , steel is2062 gr.e250 ismc 250 as per soqr item no. 10 , steel is2062 gr.e250 ismc 200 as per soqr item no. 11 , steel is2062 gr.e250 ismb 600 as per soqr item no. 12 , steel is2062 gr.e250 ismb 500 as per soqr item no. 13 , steel is2062 gr.e250 ismb 400 as per soqr item no. 14 , steel is2062 gr.e250 ismb 300 as per soqr item no. 15 , steel is2062 gr.e250 ismb 250 as per soqr item no. 16 , steel astm a516 or a515 plate 20 mm thick as per soqr item no. 17 , steel astm a516 or a515 plate 22 mm thick as per soqr item no. 18 , hollow section of gr. is 4923 gr.yst310 shs 200x200x10 as per soqr item no. 19 , hollow section of gr. is 4923 gr.yst310 shs 180x180x8 as per soqr item no. 20 , hollow section of gr. is 4923 gr.yst310 shs 180x180x6 as per soqr item no. 21 , hollow section of gr. is4923 gr.yst310 shs 100x100x6 as per soqr item no. 22
Tender For construction of integrated andhra pradesh state secretariat and hod offices (gad tower) in amaravati government complex, amaravati, andhra pradesh including amenity blocks, stilt areas and basement located on south of palavagu consisting of pt basement slab, rc core, structural steel floor beams, structural steel diagrid, waterproofing, deck sheet flooring and other miscellaneous works complying to requirements of igbc green new buildings platinum level certification including 03 years defect liability period on design build item rate (lumpsum) contract
Tender For construction of integrated andhra pradesh state secretariat and hod offices (towers 3 and 4) in amaravati government complex, amaravati, andhra pradesh including amenity blocks, stilt areas and basements located on south of palavagu consisting of pt basement slabs, rc core, structural steel floor beams, structural steel diagrid, water proofing, deck sheet rcc flooring and other miscellaneous works, complying to requirements of igbc green new buildings platinum level certification including 03 years defect liability period on design build item rate (lumpsum) contract.
Tender For construction of integrated andhra pradesh state secretariat and hod offices (towers 1 and 2) in amaravati government complex, amaravati, andhra pradesh including amenity blocks, stilt areas and basement located on north of palavagu consisting of pt basement slab, rc core, structural steel floor beams, structural steel diagrid, waterproofing, deck sheet rcc flooring and other miscellaneous works complying to requirements of igbc green new buildings platinum level certification including 03 years defect liability period on design build item rate (lumpsum) contract.
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