PROVN OF NEW ERECTION OF BOUNDARY PILLARS UNDER POKARAN MIL STN UNDER AGE (I) POKARAN

Excavation in post holes (or similar holes) in any type of soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance not exc 50 mtr and making good surface complete all as specified and directed.

M & L TMT reinforcement mild steel bars 10 mm dia and over cut to length, bent to shape required including cranking, bending spirrally for hupooing for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.

All as per ser item No 02 here-in-before but 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders etc

M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation, filling mass concrete complete all as specified and directed.

M&L for pre cast RCC M-20 using 20mm graded stone aggregate as in pre cast post, boundary pillars of any section with plain fair faced incl chamfers weatherubgs, throating etc and setting in cement mortar 1:4 all as specified and directed.

M&L for prepairing surfaces of plastered or un plastered and applying three coats of white wash on pillars all as specified and directed.

M&L for platers (plain or chequered ) channels, squares cut or notched (ordinary and counter sunk) forming holes without attachment all as specified and directed.

Fixing only boundary pillars in position at any distance & location as directed including transporting & distributing the pillars at required interval, placing pillars in true position and holding & staying same while remming arround or concreting of post holes etc complete all as specified and directed.