security wall sadh

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Estimate for Con struct ion of S ecu rit y wal l, h ut a nd Gate at 220 KV S/S Sa S.No. CS No. !escription "nit # $.0# Cum 2 $.0% Sqm & $.0' Cum $ $.0( Sqm ) ).0# Cum * ).0' Cum % ).#0 As in item no 6 above but in the proportion of 1:1.5:3. For slab. Cum ' ).#$ Cum ( ).#) Cum #0 (.0$ M.T. ## (.02 M.T. E!avation in foun"ation in or"inar# soil $loam !la# or san"% in!lu"in& lift upto 1.5 Metre an" lea" upto 3' metre an" in!lu"in& fillin&( )aterin& ( an" rammin& of e!avate" earth into the tren!hes or into the spa!e bet)een the buil"in& an" the si"e of the foun"ation. Cuttin& or fillin& un"ulate" lan" for proper levelin& an" "ressin& the area in!lu"in& !uttin& an" fillin& the earth upto 1''mm "epth if require" an" as per "ire!tion of E*+( !omplete )ith all material( labour an" T,- et!. require" for  proper !ompletion of )or. /o!al Fine san" of 1.05 F.M. fillin& in plinth in!lu"in& suppl# of ne!essar# quantit# of s an" from a river*!anal nea rest to the site of )or in!lu"in& )aterin&( rammin& an" "ressin& et!. ate to in!lu"e !ost of all materials( labour an" T,- et!. require" for proper !ompletion of )or. Clearin& 2un&le in!lu"in& uprootin& of ran ve&etations( &rass( bush )oo"( trees an" saplin&s of &irth upto 3' !m measure" at a hei&ht of one meter above &roun" level an" removal of rubbish upto a "istan!e of 5' meters outsi"e the peripher# of area !leare". Con!rete )ith !m &au&e "o)n &ra"e" Stone ballast ( !oarse san" $F.M. 1.4 to 0.5% an" !ement in proportion of 10:6:1 in foun"ation an" un"er floors an" suppl# of all materials( labour( tools an" plants et!. require" for proper !ompletion of the )or. CC )or )ith !ement( approve" !oarse san" an" 0!m $3*% &au&e approve" stone ballast in the proportion of 1:1.5:3 in the lintels or ben"s an" sun sha"e of "oors an" )in"o)s e!lu"in& suppl# of reinfor!ement an" its ben"in& but in!lu"in& its !uttin&( fiin& an" bin"in& the same )ith 0 .7 .8. 8 .+. )ire in!lu"in& ne!essar# !enterin& an" smooth shutterin& et! require" for proper !ompletion of )or in!lu"in& suppl# of all material( bin"in& )ire( labour an" T,- et!. As in item no 6 above but in the proportion of 1:1.5:3 in .C.C. aft foun"ation an" footin&. As in item no 6 above but T9beam( !olumns $for full hei&ht% an" )alls upto 1.5'mt. t. $ ;nl# )eb of T or / beam shall be measure".% in proportion 1:1.5:3. Mil" steel or iron in plain )or su!h as reinfor!e" !on!rete or reinfor!e" bri! )or $)hen not in!lu"e" in over all rates% )rou&ht to require" shape as ne!essar# in!lu"in& ben"in& for proper !ompletion of the )or an" in!lu"in& suppl# of steel its )asta&e( ben"( hoos( an" authori<e" overlappin& as require" for proper !ompletion of the )or. Mil" steel or iron )or in heav# lar&e si<e se!tions su!h as trusses( built9up &ates( roof )or( )in"o)*boun"r# &rill or railin&( tr en!h !over s( &ratin& ( T*F rail et!. )rou&ht to require" form in!lu"in& suppl# of steel bolts( nuts( )asta&e et!. an" their fiin& !har&es( )el"in&( require" for proper !ompletion of the )or.

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