PROVN OF CERTAIN REVENUE WORKS UNDER GE(N) PATIALA

Excavating in trenches n exc 1.50m in width and n exc 1.50m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in soft/loose soil all as specified and directed.

M&L for PCC 1:5:10 type E-2, using 40mm graded crushed stone aggregate in foundation, filling and mass concrete complete all as specified and directed.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6m radius, built in CM in 1:6 all as specified and directed.

Returning, filling in including spreading, watering & well ramming in layers n exc 25 cm thick complete all as specified and directed.

Removal of surplus soil to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as speficied and directed by Engr-in-Charge.

M&L for broken stone hard core of gauge n. exc 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface all as specified and directed.

M&L for RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate in lintel upto 1.5m clear span, cills, steps, coping and similar work all as specified and directed.

M&L for RCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, bases for columns, etc and mass concrete all as specified.

M&L for RCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts all as specified.

M&L for RCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressumers, lintels,plinth beam etc complete all as specified and directed.