What is M10 grade concrete ?
Concrete is described as per IS 456-2000 has designated the concrete mixes into two 1. Nominal Mix 2. Design Mix
In Nominal mix ratio of different material are already defined while in the design mix ratio is defined after the testing with different trial mixes. Grade of concrete are such as as M10, M15, M20, M25, M30, M35 and M40 e.t.c.
In this designation the letter M refers to the mix and the number to the specified 28 day cube strength of mix in N/mm2. M10 concrete are used for leveling course, and bedding for footings.
what is M10 grade 1:3:6 concrete?
M10 is a lean concrete, M10 concrete is the strength offered by the concrete cube of 150mm dimension after 28 days,where strength is 10 N/mm2. M10 grade concrete have ratio of 1:3:6 in which it have 1 part of cement:3 part of sand: 6 parts of aggregate.
What is plain cement concrete|Specifications for Plain Cement Concrete
How to calculate rate analysis of M10 grade concrete?
Item Code | Description | ||||
2.4 | -Do- as per item No.2.03 but for providing and laying plain cement concrete (PCC) 1:3:6 with 1 part of cement: 3 parts of coarse sand: 6 parts of stone aggregate of size 37 mm and downgraded complete as directed. | ||||
CODE AS PER DSR 2014 | Description | Unit | Quantity | Rate | Amount |
Details of cost for 1 cum. MATERIAL | |||||
293 | Stone aggregate below 40 mm nominal size | Cum | 0.947 | 2116.8 | 2004.61 |
2206 | Carriage of Stone aggregate below 40 mm nominal size | Cum | 0.947 | 112.79 | 106.81 |
Stone Dust | cum | 0.47 | 3245 | 1525.15 | |
2203 | Carriage of Stone Dust | cum | 0.47 | 103.77 | 48.77 |
367 | P.P.C Cement | tonne | 0.22 | 5700 | 1254.00 |
2209 | Carriage of Cement | tonne | 0.22 | 92.24 | 20.29 |
155 | Mason (average) | day | 0.1 | 500 | 50.00 |
114 | Beldar | day | 1.63 | 368 | 599.84 |
101 | Bhisti | day | 0.7 | 407 | 284.90 |
2 | Hire Charges for Concrete Mixer | day | 0.07 | 800 | 56.00 |
12 | Vibrator(Needle type 40mm) | day | 0.07 | 350 | 24.50 |
9999 | Sundries | L.S. | 13.52 | 1.73 | 23.39 |
Total | 5998.27 | ||||
Add 15 % Contractor’s profit and overheads | 899.74 | ||||
cost for 1 cum. MATERIAL | 6898.01 |
Note:-
- G.S.T Will be charge Extra as per actual on the work Contract
- Rate of the material will be based on the particular region
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