PROVN OF CERTAIN MINOR WORKS AT LGJ MIL STN

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cesspits, manholes, laying pipe line, laying of cables or fixing poles and stays and struts etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling & mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with Fly Ash bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

M&L for old size brick work straight or curved any radius built in cement mortar (1:4) all as specified & directed.

M&L fly ash brick work with sub class 'B' brick straight or curved on plan any radius half brick thick wall, built in CM 1:4 complete all complete and as specifed and directed.

M&L for 40mm thick damp proof course in cement concrete 1:2:4, type B-0, 12.5 mm graded stone aggregate to horizontal or vertical surfaces including necessary formwork complete all as specfied and directed by Engr-in-Charge.

M&L for reinforced cement concrete type B1 1:2:4 using 20mm graded stone aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, copings, bed plates,and the like including weathering, slightly rounded or chamfered angles and throating,incl formwork all as specified & directed. Note :- Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

M & L for Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc

M & L for Formwork to fair finished surfaces soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified & directed by Engineer-in- charge.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed by Engr-in-charge.