Civil Work MATERIAL CALCULATION: CEMENT IN BAGS 01. PCC 1:5:10 1440/5*0.45= 129.60Kg= 2.59bgs 02. PCC 1:4:8(M 7.5) 1440/4*0.45= 162.00Kg= 3.24 03. PCC 1:2:4(M 15) 1440/2*0.45= 324.00Kg= 6.48 04. PCC 1:3:6(M 10) 1440/3*0.45= 216.00Kg= 4.32 05. RCC 1:2:4(M 15) 1440/2*0.45 =324.00Kg= 6.48 06. RCC 1:1.5:3(M 20) 1440/1.5*0.45=432.00Kg=8.64 07. RCC 1:1:2(M 25) = 370.00Kg= 7.40 08. RCC M 30 = 410.00Kg =8.20 09. RCC M35 =445.00Kg= 8.90 10. RCC M40 = 480.00Kg =9.60 11. Damp Proof Course CM1:3,20mm tk 1440/3*0.022= 10.56Kg= 0.21 12. 2tk precast slab M15 324*0.05= 16.20Kg= 0.32 13. 3tk precast slab M15 324*0.075= 24.30Kg=0.49 14. GC Masonry CM 1:7 1440/7*0.34= 70.00Kg=1.40 15. Brick Work CM 1:6 1440/6*0.25= 60.00Kg= 1.20 16. Brick Work CM 1:4, 115tk 1440/4*0.25*0.115=10.35Kg= 0.21 17. Grano Flooring CC 1:1.5:3 1440/1.5*0.45*0.05=21.60Kg =0.43 18. Plastering CM 1:3, 12mm tk 1440/3*0.014=6.72Kg 0.13 19. Wall Plastering CM 1:4,12mm tk 1440/4*0.014= 5.00Kg= 0.10 20. Laying Pressed Tiles Over a CM 1:4, 20mm tk 1440/4*0.022= 7.92Kg= 0.16 21. Ceramic Tiles, Marble,Granite, Caddapah Slab CM 1:4, 20mm tk 1440/4*0.022 7.92Kg 0.16 22. Hollow Block MasonryCM 1:6, 200mm tk/m2 10.00Kg 0.20
Posted on: Mon, 17 Nov 2014 17:12:20 +0000
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