16/ETC-II(P)/ 2023-2024

Amount

Earth work in exacavation for foundation of structure as per drawing and technical specification including setting out ,removing , spreading or stacking of spoils within a lead of 1.50m as directed and including trimming the sides of the trenches,leveling,dressingand and ramming the bottom, complete asp er direction of side engineer in charge.

Rein forcement for reinforced concrete work in the all sorts of structure including distribution bars,stirrups, binders etc. including supply of rods.initial straighting and removal of loose rust(if necessary) cutting to requisite lenth .hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter section complete as per drawing and direction of side engg. For work in foundation, basment and uoto roof of ground floor up to 4m Tor steel/Mild steel requird.

Nominal mix cement concrete ratio M20(1:1.5:3) with graded stone chips 20mmsize including shuttering, concreating, quirring and reinforcement in ground floor Earth work filling in foundation trenches or plinth with good earth, in layer not exceedind 150mm.including watering and ramming etc. layer by layer complete.

Dismanteling work of High Mast light fitting, downing the set of high mast ring light fitting through driving motor with help of steel rope.than opening the all connection of HPSV light fiitting and removing from ring set of high mast light fitting by opening nut and bolt.

Dismanteling the highmast pole in three segment with the help of hydra .each segment opening by skilled labour and lifting up each segment one by one from the set of high mast pole and putting on earth safely. Than carrage three segment pole wth the help of hydra upto distance 50mtr to new foundation point.

Dismanteling the High Mast grounting of control light junction box, and shifting to working side .than making pit of size (60*60*30)cm than concreting grouting and earthing of control light junction box 25*6mm ms flat to earth mat of switchyard.

Erection of High Mast pole of three segment with help of skilled helper and hydra , and tightely coupled to eachother .and gronting pole to foundation anchor bolt and tightely coupled with help of anchor nut and bolt and checking verticality of high mast pole.

Physical cheking of High Mast steel rope of 10mm size ,if found defective than replaced it by new one,if requird (provided by department).

Re-arranging the high mast ring light fitting and lifting up to the high mast pick pole and giving the AC supply from ACDB through cable in trenches to high mast ligting control junction box and testing in smooth lighting of lite fitting.

Checking of 400w high mast light fitting circuit and accessories equipment such as ignitor,ballast choke, hpsv lamp,condencer etc. if found requird than replaced it accessories by new one as par required sote.material provided contractor At his own cost.each light fitting 01job.

M/S New Sharma Electricals