PROVN OF RETAINING WALL AT VARIOUS LOCATIONS OF CIJWS VAIRENGTE UNDER VAIRENGTE MIL STN

B & R Division Items

Rough Excavation n exc 1.5 m deep and getting out in soft soil complete all as specified and directed

Excavating over areas, n exc 1.5 m deep and getting out in soft soil complete all as specified and directed

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sqm on plan and n exc 1.5 m in depth and getting out soft /loose soil complete all as directed.

M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed.

M&L for Removing excavated material exc 250m and n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed

M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed

M&L for plain cement concrete 1:3:6 type C2 (40mm graded crushed stone aggregates) in foundation filling and mass concrete complete all as specified & as directed .

M & L plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregates) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified & as directed

Material & labour for Raised Pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed.