Estimated Quantities Of Materials Required Per Cubic Metre Of Compacted Mortar Or Concrete 646m26
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ESTIMATED QUANTITIES OF MATERIALS REQUIRED PER CUBIC METRE OF COMPACTED MORTAR OR CONCRETE NOMINAL MIX WATER CEMENT F.A. C.A. CEMENT RATIO
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1.5 2 2.5 3 4 6 8 1 2 1.5 1.66 2 2 2 2.5 2.5 3 2.5 3 3 4
-
0.25 0.28 0.3 0.35 0.4 0.53 0.7 0.9 2 0.3 2 0.42 3 0.42 3.33 0.48 3 0.5 3.5 0.53 4 0.55 3.5 0.57 4 0.6 4 0.65 5 0.65 5 0.69 6 0.75 8 0.95
WATER PER 50KG BAG OF CEMENT 12.5 14 15 17.5 20 26.5 35 45 15 21 21 24 25 26.5 27.5 28.5 30 32.5 32.5 34.5 37.5 47.5
CEMENT SAND CRUSHED (CUM) STONES BY BY (CUM) WEIGHT NUMBER (KG) OF BAGS 1015 815 687 585 505 395 285 220 560 430 395 363 385 330 310 305 285 265 255 240 215 165
20.3 16.3 13.74 11.7 10.1 7.9 5.7 4.4 11.2 8.6 7.9 7.26 7.7 6.6 6.2 6.1 5.7 5.3 5.1 4.8 4.3 3.3
0.710 0.855 0.963 1.023 1.06 1.106 1.197 1.232 0.392 0.602 0.414 0.419 0.539 0.462 0.434 0.534 0.499 0.556 0.446 0.504 0.452 0.462
0.784 0.602 0.828 0.838 0.808 0.808 0.868 0.748 0.798 0.742 0.892 0.84 0.904 0.924
Notes: 1. F.A.= Fine Aggregates, C.A.= Coarse Aggregates 2. The table is based on assumption that the voids in sand and crushed stone are 40 and 45 percent respectively. 3. Air content of 1 percent has been assumed. 4. For gravel aggregates decrease cement by 5 percent, increase sand by 2 percent and coarse aggregate in proportion to fine aggregate in mix. 4. No allowance has been made in the table for bulking of sand and wastage./>
Related Tags: Volume of cement for 1:1.5:3, shuttering to cum of concrete, to work out per square meter cubed of soil, quntity of steel for cum concrete, 25mpa concrete, weight of steel per cubic meter roof slab, material quantity calculation for rcc m20, estimate aggregate metre , cement mixing ratio for concreate permeter qubed, without steel how much load m20-concrete can carry, civil work concrete materials formula, how to construct a water tank of 1000 cubic meter,
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1.5 2 2.5 3 4 6 8 1 2 1.5 1.66 2 2 2 2.5 2.5 3 2.5 3 3 4
-
0.25 0.28 0.3 0.35 0.4 0.53 0.7 0.9 2 0.3 2 0.42 3 0.42 3.33 0.48 3 0.5 3.5 0.53 4 0.55 3.5 0.57 4 0.6 4 0.65 5 0.65 5 0.69 6 0.75 8 0.95
WATER PER 50KG BAG OF CEMENT 12.5 14 15 17.5 20 26.5 35 45 15 21 21 24 25 26.5 27.5 28.5 30 32.5 32.5 34.5 37.5 47.5
CEMENT SAND CRUSHED (CUM) STONES BY BY (CUM) WEIGHT NUMBER (KG) OF BAGS 1015 815 687 585 505 395 285 220 560 430 395 363 385 330 310 305 285 265 255 240 215 165
20.3 16.3 13.74 11.7 10.1 7.9 5.7 4.4 11.2 8.6 7.9 7.26 7.7 6.6 6.2 6.1 5.7 5.3 5.1 4.8 4.3 3.3
0.710 0.855 0.963 1.023 1.06 1.106 1.197 1.232 0.392 0.602 0.414 0.419 0.539 0.462 0.434 0.534 0.499 0.556 0.446 0.504 0.452 0.462
0.784 0.602 0.828 0.838 0.808 0.808 0.868 0.748 0.798 0.742 0.892 0.84 0.904 0.924
Notes: 1. F.A.= Fine Aggregates, C.A.= Coarse Aggregates 2. The table is based on assumption that the voids in sand and crushed stone are 40 and 45 percent respectively. 3. Air content of 1 percent has been assumed. 4. For gravel aggregates decrease cement by 5 percent, increase sand by 2 percent and coarse aggregate in proportion to fine aggregate in mix. 4. No allowance has been made in the table for bulking of sand and wastage./>
Related Tags: Volume of cement for 1:1.5:3, shuttering to cum of concrete, to work out per square meter cubed of soil, quntity of steel for cum concrete, 25mpa concrete, weight of steel per cubic meter roof slab, material quantity calculation for rcc m20, estimate aggregate metre , cement mixing ratio for concreate permeter qubed, without steel how much load m20-concrete can carry, civil work concrete materials formula, how to construct a water tank of 1000 cubic meter,
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