PROVN OF RAIN WATER HARVESTING FOR MARRIED ACCOMMODATION AT KULWANT SINGH ENCLAVE COLONY UNDER GE(N) AT PATIALA MIL STN

M&L for cement concrete as in foundation Type D2 1:4:8 (40 mm graded aggregate aggregate) complete all as specified and directed

Excavation in trenches, in soft/loose soil, 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. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed.

Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed.

Removing excavated material to a distance n.exc 50 m and depositing where directed at a level n.exc 1.5m above the starting point in soils complete all as specified and as directed.

M&L Cement concrete type C2, 1:3:6 (using 40mm graded stone aggregate) as in sub base of floor 75 mm thick complete all as specified and as directed.

M&L Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean raidus, bulit in C:M 1:6 complete all as specified and as directed.

M&L PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping and the like, slightly rounded or chamfered on the edges complete all as specified and as directed.

M&L for hardcore of broken bricks n exc 63 mm gauge ,diposited ,spread and levelled in layers under sub base floor n. exc. 15 cm thick ,watered and rammed to a true surface complete all as specified and directed

Rendering 15 mm thick in cement mortar 1:4 on brick or concrete surfaces or in chajjas / parapet wall etc finished fair and even complete all as specified and as directed.

Demolition of unreinforced cement concrete in floors and pavings n exc 15cm thickness of any description and in any position complete all as specified