Active tenders in Column

supply of internals column koch pdav008

construction of boundary wall around the periphery of kamalpur food godown complex at kamalpur,dhalai,tripura

providing engineering and procurement management consultancy services for revamp of dih column in isom unit into divided wall column (dwc) for production of pharma grade hexane project of cpcl

construction of boundary wall around the periphery of kamalpur food godown complex at kamalpur,dhalai,tripura

providing cc columns for electrical poles under dividers in chirala municipality.

construction of rcc column foundation and supplying and fixing of ms structural column(joist) for fabricated shed with other allied work near m r room within grww campus.

c/o rcc column and brick masonry wall in different wards of m.c ptk

installation of columns internals and associated jobs for 18-c-10 (main fractionator), 18-c-13 (stripper), 18-c-14 (absorber) and 18-c-16 (debutanizer) in rfccu unit of haldia refinery.

assembling columns and beams for constructing gantry of 160mva, 220kv/132kv ict 1t

beam column and ceiling repair of main plant building at igstpp jharli

rehabilitation of old damaged rcc columns, beams and wet sump walls at ring road sps.

instrumentation revamping of column floatation system at msp

balance improvement works to the alipiri footpath from alipiri to gnc, tirumala- civil & renovation works (plastering, paintings, impervious coat to the newly constructed shelters, improvement to the toilets along the alipiri footpath and ornamental works to rcc columns)..

balance improvement works to the alipiri footpath from alipiri to gnc, tirumala. civil and renovation works - plastering, paintings, impervious coat to the newly constructed shelters, improvement to the toilets along the alipiri footpath and ornamental works to rcc columns.

strengthening / reconditioning/ fabrication of column assembly components of 20 cusec jyoti make (3stage) 700t1 a6, 20 cusecs discharge vt pump no. 04 installed at lis ranjan

construction of barbed wire fencing with rcc column for proposed land of 400 220 33 kv sub station mohanlalganj lucknow

repairing, fabrication/erection of base structure, columns, platform for bc-5 in o/s restriction plant at sawang washery.

gc columns (glass packed chrom101) and ht septa for nucon gc model 5765 (as per appendix a)

design, engineering, manufacturing, procurement of materials and bought out components, assembly at shop, testing at manufacturers works, inspection by tpia, packing, supply of the columns- mechanical tools and equipment.

supply of store shelter --1. scope of work. provn pre-fabricated store shelter of size 9.76 m x 5.00 m x 2.80m ht at eaves and 3.40m ht at gable end with 2.00 mx2.00m wide verandah in front of skt office, sandwich wall panels with wall height of 2.8 m at eaves, control store and skt office, 03 x steel doors, 03 x steel window, 05 x steel ventilator and 06 fabricated steel trusses. the shelter will have the following specification :- 2. size. 9.76 m x 5.00 m. , 3. foundation for columns. pcc (1:2:4) of size 300 mm x 300 mm x 750 mm with four nos foundation bolts of 16mm dia 600mm long with nuts for columns. 4. flooring. 40 mm thick pcc (1:2:4) type b1, using 12.5mm to 20mm graded stone aggregate over 75 mm thick pcc (1:5:10) type e2 over 100 mm thick rammed stone boulder hardcore over rammed earth shall be provided. 5. dpc. 40 mm thick damp proofing course (dpc) will be provided in pcc 1:2:4 type b1, using 20mm graded stone aggregate with water proofing compound (wpc) @ 3 by weight of cement or as per manufacturers instructions. 6. plinth/dwarf wall. plinth /dwarf wall shall be of pcc brick masonry wall 230 mm thick and 450 mm high above gl and 150 mm deep below gl , 345mm thick 150mm below gl built in cement mortar 1:6 laid over lean concrete pcc (1:5:10) type e2 100 mm thick. the pockets for pcc foundation block of column shall be left in plinth wall at column places. the plinth wall will be fixed with 52.50 mm wide channels for external wall cladding. 7. plinth protection. plinth protection in pcc (1:3:6 ) type c1 of width 750mm wide and thickness 75mm over hard core 75mm thick consisting of stone aggregates 40-63 mm over well compacted earth shall be provided all around the shelter. 8. column. (i) main column (c1) (08 nos). rectangular hollow steel sections of size 96 x 48 x 3.2 mm (isi marked) shall be 2.80 m in ht. each column shall have base plate of size 230 x 230 x 8 mm with 4 holes of 18 mm dia for fixing 16 mm dia 600 mm long foundation bolts with nuts and top sole plate of size 150 x 150 x 5 mm with 04 predrilled holes of 12 mm dia for fixing with truss by using 10 mm dia bolt and nut 100 mm long. (is 4923:1997) make: tata/rinl /sail/jindal/kamdhenu/apollo/prakash/surya (ii) corner column (04 nos). (04 nos) ms rhs columns confirming to is4923:1997 grade yst-22 (isi marked). columns shall be of cross sectional size 96x48x3