MARKET RATES OF VARIOUS TRADES

.SUPER-STRUCTURE
Item..	Description	..Unit	Lower Rate Rs.	..Higher Rate Rs.
.	FORMWORK	.	.	.
.	Formwork shall be properly designed as described in specifications and should be sufficiently strong, stiff, and should have an even, smooth surface, grout tight, and provide a basic finish.	.	.	.
1.D.05	To vertical sides of column upto roof level.	sq.m	.	.
1.D.06	To side and soffit of tie beams	sq.m	.	.
.	REINFORCEMENT	.	.	.
.	Cold worked high yield steel (fy- 410 N/sq.mm) bar reinforcement including bends, tying wire distance blocks etc.	.	.	.
1.D.07	12mm dia. In column	kg.	.	.
1.D.08	In tie beam at mid level & roof level.	kg.	.	.
1.D.09	100mm thick concrete slab.	kg.	.	.
.	Mild steel bar reinforcement	.	.	.
1.D.10	6 -10mm dia. as stirrups in column and beams.	kg.	.	.
.	.	.	.	.
.	Carried to Summary	.	.	.

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