PROVN OF WIDENING OF PATH AND 100MTR ROAD FROM MAIN GATE TO FAMILY QTR AT RANJIT LINES IN MIRAN SAHIB MIL STN UNDER GE JAMMU.

M&L for earth filling, forming embankments including raising earth and spreading in layers n exc. 30 cm thick, watering, ramming/rolling to obtain standard procter density not less than 95% at optimum moisture content and finishing to required size, shape,etc. The rates are inclusive of all material, labour and T&P complete in all respect including cost of procurement & excavation of soil from the source etc. Note : Rates include cost of earth/soil to be brought from outside the defence land

Excavation over area n.exc 1.5m deep & getting out in hard/dense soils all as spd and directed.

Cement concrete type D-2, 1:4:8 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as spd.

Walling of random rubble masonry coursed, well bonded, bedded and solidly hearted, built in CM 1:6. all as spd and directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone all as spd and directed.

M&L for Raised pointing to RR masonry in CM 1:4 all as spd and directed.

M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping all as spd and directed.

M&L for providing Precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in PCC bonders(Bondstone) set in CM 1:6 all as spd and directed.

M&L for Boulder filling dry hand packed tightly as in back of wall all as spd and directed.

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