CTN :38329031
23 Dec, 2024
9.58 Lacs
Tender For corrigendum : construction of trclass="text-red-selected">ansmission line - p
cc poles supply
class="text-red-sele
cted">and ere
ction of pre-stressed
cement
con
crete pole of suit
class="text-red-sele
cted">able length with
class="text-red-sele
cted">a given pl
class="text-red-sele
cted">anting depth
confirming to is-1678_1960_1978 below ground level in ex
cclass="text-red-sele
cted">av
class="text-red-sele
cted">ated pit of suit
class="text-red-sele
cted">able dimensions
complete in
class="text-red-sele
cted">all respe
ct
class="text-red-sele
cted">as
class="text-red-sele
cted">approved by engineer_in_
ch
class="text-red-sele
cted">arge
class="text-red-sele
cted">at site p
cc pole over
class="text-red-sele
cted">all length 11 metre , pl
class="text-red-sele
cted">anting depth 1.80 metre , w_l 400 kg pb
csr 2020 item no 34.32(iii) , insul
class="text-red-sele
cted">ators supply
class="text-red-sele
cted">and ere
ction of insul
class="text-red-sele
cted">ators
confirming to is_2544
class="text-red-sele
cted">and 5350 (test
certifi
cclass="text-red-sele
cted">ates of
cpri) in
cludes supply
class="text-red-sele
cted">and ere
ction of nuts bolts
class="text-red-sele
cted">and other
class="text-red-sele
cted">a
ccessories wh
class="text-red-sele
cted">atsoever required
class="text-red-sele
cted">at site for fixing it to the stru
cture pole. the job is to be
completed
class="text-red-sele
cted">as
class="text-red-sele
cted">approved by engineer_in_
ch
class="text-red-sele
cted">arge 11kv pin insul
class="text-red-sele
cted">ator with gi pin pb
csr 2020 item no 34.35(i)(b) , st
class="text-red-sele
cted">ay sets supply
class="text-red-sele
cted">and ere
ction of st
class="text-red-sele
cted">ay set
consisiting of 19_20mm di
class="text-red-sele
cted">a.of suit
class="text-red-sele
cted">able length gi st
class="text-red-sele
cted">ay rod duly thre
class="text-red-sele
cted">aded upto 300mm
class="text-red-sele
cted">at one end
class="text-red-sele
cted">and sh
class="text-red-sele
cted">aped on the other end ms pl
class="text-red-sele
cted">ate size 30
cm x 30
cm x 6mm with 20mm di
class="text-red-sele
cted">a hole drilled in the
centre of the pl
class="text-red-sele
cted">ate gi st
class="text-red-sele
cted">ay wire size 7_10 swg , gi thimble for st
class="text-red-sele
cted">ay binding , egg_str
class="text-red-sele
cted">ain insul
class="text-red-sele
cted">ator , ms elbow m
class="text-red-sele
cted">ade out of 16mm pl
class="text-red-sele
cted">ain
sheet class="text-red-sele
cted">and
class="text-red-sele
cted">a 20
cm long pie
ce of 50mm x 50mm x 6mm
class="text-red-sele
cted">angle iron m
class="text-red-sele
cted">ade to the sh
class="text-red-sele
cted">ape
class="text-red-sele
cted">as
class="text-red-sele
cted">approved by engineer_in_
ch
class="text-red-sele
cted">arge. st
class="text-red-sele
cted">ay set
complete sh
class="text-red-sele
cted">all be fixed to the pole by providing suit
class="text-red-sele
cted">able size full
cl
class="text-red-sele
cted">amps m
class="text-red-sele
cted">ade out 50mm x 6mm size ms fl
class="text-red-sele
cted">at with required number of nut
class="text-red-sele
cted">and bolts 16mm di
class="text-red-sele
cted">a on one end
class="text-red-sele
cted">and sh
class="text-red-sele
cted">all be embedded on the other end. the st
class="text-red-sele
cted">ay pl
class="text-red-sele
cted">ate sh
class="text-red-sele
cted">all be
covered with
cement
con
crete h
class="text-red-sele
cted">aving tot
class="text-red-sele
cted">al volume of the
con
crete not less th
class="text-red-sele
cted">at 0.042
cum. the job sh
class="text-red-sele
cted">all in
clude ex
cclass="text-red-sele
cted">av
class="text-red-sele
cted">ation of pit
class="text-red-sele
cted">and b
class="text-red-sele
cted">a
ck filling
class="text-red-sele
cted">and
class="text-red-sele
cted">after pouring
con
crete with ex
cclass="text-red-sele
cted">av
class="text-red-sele
cted">ated soil et
c.
class="text-red-sele
cted">as
class="text-red-sele
cted">approved_desired by the the engineer-in
ch
class="text-red-sele
cted">arge st
class="text-red-sele
cted">ay set
consisiting of 19_20mm di
class="text-red-sele
cted">a 2.4 metre long gi st
class="text-red-sele
cted">ay rod pb
csr 2020 item no 34.35(ii)(b) ,
class="text-red-sele
cted">a
csr
condu
ctor wolf 150mm2 , pole top br
class="text-red-sele
cted">a
ckets (g
class="text-red-sele
cted">alv
class="text-red-sele
cted">anised) , v-sh
class="text-red-sele
cted">ape
cross
class="text-red-sele
cted">arm 100x50mm , h
class="text-red-sele
cted">alf
cl
class="text-red-sele
cted">amp ms fl
class="text-red-sele
cted">at 50x5 , 11 kv polymeri
c dis
c insul
class="text-red-sele
cted">ators 70kn , d
class="text-red-sele
cted">anger pl
class="text-red-sele
cted">ate , ph
class="text-red-sele
cted">ase pl
class="text-red-sele
cted">ate (set of 3) , b
class="text-red-sele
cted">arbed wire , e
class="text-red-sele
cted">arthing
class="text-red-sele
cted">arr
class="text-red-sele
cted">angement of 11kv poles , eye s
crew bolts 9in
chx5_8 in
ch(g
class="text-red-sele
cted">alv
class="text-red-sele
cted">anised) weight 0.483 kg. , nut
class="text-red-sele
cted">and bolt ms off size , ms
ch
class="text-red-sele
cted">annel 100 x 50 x 6 - 2400 mm (g
class="text-red-sele
cted">alv
class="text-red-sele
cted">anised) for h-pole , belting for h-pole 50 x 50 x 6mm . (g
class="text-red-sele
cted">alv
class="text-red-sele
cted">anised) weight 9.90 kg , br
class="text-red-sele
cted">a
cing for 4-pole 50 x 50 x 6mm . (g
class="text-red-sele
cted">alv
class="text-red-sele
cted">anised) weight 14.49 kg , single tension fitting
complete suit
class="text-red-sele
cted">able for
class="text-red-sele
cted">a
csr wolf , pg
cl
class="text-red-sele
cted">amp , full
cl
class="text-red-sele
cted">amp ms fl
class="text-red-sele
cted">at 50x5 , ms
class="text-red-sele
cted">angle 65x65x6 , ere
ction
ch
class="text-red-sele
cted">arges