Active tenders in Bareilly Development Authority

ram ganga nagar awasiye yojna me do isthano par tatha delapeer road istith tirahe par ashok stambh lagane ka karye

transport nagar yojna me agni saman kendra ke awasiye/anawasiye bhawano ka nirman avam vikas karye

delapeern tirahe se pilibhit byepass tirahe tak jane vali sadak ke vayi aor munsi nagar se north city colony tak 250mm dia d.i. k-7 water line va pilibhit byepass tirahe tak 125mm dia pvc pipe line dalne ka karye

remaining electrical, fire fighting work, hvac and glass work in dome for new bda office building at ram ganga nagar scheme, bareilly.

construction of new tubewell (300 x 200mm dia) in sec-3 at ram ganga nagar scheme, bareilly.

supply, delivery, erection, testing and commissioning of cubicle type outdoor weather proof main feeder pillar made of 3mm ms sheet of size 1500 x 1000 x 600mm into water tight, dust and vermin proof with hinged door and lockinh arrangement on front and rear side, 2 nos locks incoming and out going fuse carriers, cable entry earthing strip, incorporating the following technical specifications with complete power coating single line diagram on main fedder pillar is to be painted showing feeding arrangement .(a) incoming 1 nos 400 amp sfu with hrc fuse links (ee/ge/c&s/ siemens/l&t make) (b) busbar 500 v, 400 amp, tpn almunium with insulation paint size 50 x 8 mm (c) outgoing 10 nos 150 amp tpn, 415 v hrc fuse carrier with hrc fuse link (ee/ge/c&s/ siemens/l&t make) as per drawing of fedder piller inclosed and fedder piller will be mounted on cement complete foundation 1:2:4 ( 1 cement: 2course sand graded stone aggregate 20mm nominal size) of suitable size. the fedder piller will be manufactured by cpri approved company analysis of rate(approx. wt. 196 kg) without acceseries

construction of dry lean cement concrete sub base over a prepared sub grade with course and fine aggregate conforming to is:383 the size of course aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to the as per specifications, cement content not to be less than 150 kg/cum, optimum mositure content to be determined during trial lenght construction, concrete strenght not to be less than 10mpa at 7 days mixed in a batching plant transported to site for all leads and days mixed in a batching plant, transported to site, for all leads and lifts laid with a mechnical paver compacting with 8 to 10 turn vivratory roller, finishing and curing, complete as per direction of engineer-in- charge.(dsr no.16.80)

construction of new tubewell (300 x 200mm dia) in sec-3 at ram ganga nagar scheme, bareilly.

aayikt mahodaya ke camp office/awas me chalak room ki maramat avam renovation ka karye

construction of tubewell (300 x 200mm dia) and pump room in sec-8 and 11 at ram ganga nagar scheme, bareilly.

kk hospital road par purv nirmit central verz me ms steel ki railing lagane ka karye

suresh sharma nagar se bankhandi nath mandir tak path prakash vyavastha hetu poles avam street light lagane ka karye

pilibhit byepass road se bankhandi nath mandir tak sadak sauandharikaran, nale/culvert ki marammat, footpath nirman avam parking banane karye

electricfication under ground work sector-11 ramganga nager bareilly

dismantling jach arched or wooden beam & bargas roofs including beams and roof concrete and including stacking of dismantled materials as directed by the e/i within a diatance of 60mt (200ft) but only roof concrete.(s.i. no.696/2022)

part-a (11 kv ht line & l.t. sub station) supply and errection of 11 meter long tubler pole sp 55, 1/6 over all length of pole grouted in cement concrete with 1:3:6 (cement concrete) of pole 30cm above the ground levels including excavation, back filling etc. rates includes all materials, labour, t&p etc. required for proper completion of the work as per e/i . ar/2018

electricfication under ground work sector-12 ramganga nager bareilly

supply, delivery, erection, testing and commissioning of cubicle type outdoor weather proof main feeder pillar made of 3mm ms sheet of size 1500 x 1000 x 600mm into water tight, dust and vermin proof with hinged door and lockinh arrangement on front and rear side, 2 nos locks incoming and out going fuse carriers, cable entry earthing strip, incorporating the following technical specifications with complete power coating single line diagram on main fedder pillar is to be painted showing feeding arrangement .(a) incoming 1 nos 400 amp sfu with hrc fuse links (ee/ge/c&s/ siemens/l&t make) (b) busbar 500 v, 400 amp, tpn almunium with insulation paint size 50 x 8 mm (c) outgoing 10 nos 150 amp tpn, 415 v hrc fuse carrier with hrc fuse link (ee/ge/c&s/ siemens/l&t make) as per drawing of fedder piller inclosed and fedder piller will be mounted on cement complete foundation 1:2:4 ( 1 cement: 2course sand graded stone aggregate 20mm nominal size) of suitable size. the fedder piller will be manufactured by cpri approved company analysis of rate(approx. wt. 196 kg) without acceseries

(part-a) 11 kv line and l.t sub station supply and errection of 11 meter long tubler pole sp 55, 1/6 over all length of pole grouted in cement concrete with 1:3:6 (cement concrete) of pole 30cm above the ground levels including excavation, back filling etc. rates includes all materials, labour, t&p etc. required for proper completion of the work as per e/i . ar/2018

excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the e/i upto a distance of 30m from the foundation trenches (s.i. 251) including royality