Bed Cover Scrap Tenders

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Corporations/Associations/Others

CTN :39998483

18 Apr, 2025 17.35 Lacs

Beed - Maharashtra

Tender For e tender 09 - excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. item no. 2.18, providing and laying in situ / ready mix cement concrete of m-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with scada with fine agreegates of required specifications (natural sand / vsi sand finely washed etc ) item no.11.02, providing and laying in situ/ready mix cement concrete m-20 of trap / granite /quartzite/ gneiss metal for r.c.c. work in foundations like raft, strip foundations, grillage and footings of r.c.c. columns and steel stanchions etc. including bailing out water, formwork, processor etc. complete. with natural sand/v.s.i. quality artificial sand . item no. 25.11, providing and fixing in position tmt - fe - 500 bar reinforcement of various diameters for r.c.c. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. required complete. item no. 26.33, conveying excavated material upto a lead of 2 km away from site including, conveying,stacking,spreading as directed by engineer in charge.as per ssr21-22 statement c1, supplying hard murum/ kankar at the road site, including conveying and stacking complete. item no. 2.29a, spreading hard / soft murum for side width etc. complete. item no. 2.30 page no. 15, compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.item no. 2.31 page no. 15, spreading 80/40 mm metal for road work including sectionong etc complete as directed by engineer in charge . item no. 50.58, compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete. item no. 50.59, providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with natural sand/v.s.i. quality artificial sand sr no 816item no 24.01, providing and laying in situ / ready mix m20 cc of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based plc with scada enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (natural sand / vsi sand finely washed etc ) item no 471 sr no 14.39, royalty charges for sand, royalty charges for metal, royalty charges for murum, sieve analysis, compressive strength of c.c.cube (set of 3 cubes)

Central Government And Public Sector

CTN :39978436

01 May, 2025 34.81 Lacs

Kaiga - Karnataka

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

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