PROVN OF CERTAIN REVENUE 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 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 M-25 using 20mm graded stone aggregrate in foundation, including rafts, footing, foundation beams ; plinth beams; bases for columns, pillars etc complete all as specified and directed by Engr-in-charge. Note : Reinforcement shall be measured and paid seperately

M&L for Reinforced Cement Concrete M-25 (using 20 mm graded crushed stone aggregates) as in beams, cantilever, lintels over 1.5 m,lintel bands etc complete all as specified and directed.

M&L for reinforced cement concrete M-25 using 20mm graded mechanically crushed stone aggregrate in column, post and piers complete all as specified and directed by Engr-in-charge.

Material and labour for reinforced cement concrete M-25 nominal mix using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finish surface of concrete flat complete all as specified and directed by Engr-in-charge.