E.T.No.-EDC(USN)23/2026-27

Earthing of support with M.S. Earth rod of 2.5 meter long by hammaring of M.S. Rod to proper depth and connecting the earth electrode with the help of G.I. wire as per construction manual.

Excavation of earth for stay pit of size 0.6x0.6x1.2 mtr in all types of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work

Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in LT line

Grouting of Stay in size 0.6x0.6x0.3 in CC ratio 1:4:8 (1 cement : 4 graded stone 20mm nominal size : 8 coarse sand ) block including cost of Cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESSPO Manual.

Excavation of earth for pole pit of size 0.9x0.6x1/6 of full length of pole for erection of pole in all types of soil including proper dressing of sides and ramming of bottom including etting out the excavated soil and disposal of surplus excavated soil as directed complete work

Erection of PCC single support pole in proper level and alignment along with fixing of all accessories like top channel,& clamps as per RESPO manual.

Erection of SP-33 single support pole in proper level and alignment along with fixing of all accessories like top channel & clamps as per RESPO manual.

Grouting of pole in size 0.45x0.45x1/9 of the support in CC ration 1:4:8(1 cement:4 graded stone20 mm niminal size: 8 coarse sand) block including cost of cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, levelling as per RESPO cnstruction manual.

Muffing of poles size 0.45x0.60 cm radius with 1:3:6(1 cement:3 coarse sand :graded stone 10 mm nominal size) block size 45 cm height from ground level including cost of cement,stone and sand etc.