Rate Analysis of Concrete

Rate analysis of concrete used of reference book IS Code 1200 part 2 (IS Code 1200 part 2 used for measurement), IS Code 2212, and CPWD Part 1.
All calculations of concrete for rate analysis. This calculation calculates of cement, sand, concrete (concrete = Cement + Sand + aggregate mixture this call concrete) for materials.
Concrete is used a sum different proportions 1:0.5:1, 1:1:2, 1:1.5:3, 1:2:4, 1:3:6 etc.(1 cement: 5 Sand: 10 Aggregate). This quantity estimation of concrete is required for the rate analysis.

Table of Contents

Important Point in Rate Analysis of Concrete

Sr No.	Description	Qty	Unit	Rate	Cost
Providing and laying in foundations and plinth cement concrete 1: 5: 10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.
	Details of cost for 10.00 Cu.m.
A	Labour Charges
1	Bhisti	2.70	Days	350.00	945.00
2	Coolie	6.00	Days	350.00	2100.00
3	Belder	9.00	Days	350.00	3150.00
4	Mason	0.5	Days	700.00	350.00
5	Helper	0.5	Days	400.00	200.00
6	Mate	0.4	Days	500.00	200.00
B	Material
	Cement	27.40	Bag	320.00	8768.00
	Wastage Extra	2%			175.36
	Sand	4.75	Cu.m.	1325.00	6293.75
	Wastage Extra	7%			440.56
	Aggregate	9.50	Cu.m.	1100.00	10450.00
	Wastage Extra	5%			522.50
C	Hire and Running Charges of Mech Mixer	5%			1679.76
D	Transportation Cost 1%	1%			352.75
E	Other Charges 2 % Extra	2%			705.50
F	Add for Water Charge @ 1% on Items Marked	1%			352.75
G	Add for Contractor’s Profit @15% on Items Marked	15%			5502.89
		Cost of 10.00 Cu.m.			42188.82
		Cost of Cu.m.			4218.88
		Round off Cu.m.			4220.00