CONCRETE GRADE:M5 = 1:4:8M10= 1:3:6M15= 1:2:4M20= 1:1.5:3M25= 1:1:2

CLEAR COVER TO MAIN REINFORCEMENT:1.FOOTINGS : 50 mm2.RAFT FOUNDATION.TOP : 50 mm3.RAFT FOUNDATION.BOTTOM/SIDES : 75 mm4.STRAP BEAM : 50 mm5.GRADE SLAB : 20 mm6.COLUMN : 40 mm7.SHEAR WALL : 25 mm8.BEAMS : 25 mm9.SLABS : 15 mm10.FLAT SLAB : 20 mm11.STAIRCASE : 15 mm12.RET. WALL : 20/ 25 mm on earth13.WATER RETAINING STRUCTURES : 20/30 mm

WEIGHT OF ROD PER METER LENGTH:DIA WEIGHT PER METER

6mm = 0.222Kg8mm = 0.395 Kg10mm = 0.616 Kg12mm = 0.888 Kg16mm = 1.578 Kg20mm = 2.466 Kg25mm = 3.853 Kg32mm = 6.313 Kg40mm = 9.865 Kg

1bag cement-50kg1feet-0.3048m1m-3.28ft1sq.m-10.76sq.f t1cu.m-35.28cu.f t1acre-43560sq.f t1cent-435.6sq.f t1hectare-2.47ac re1acre-100cent-4 046.724sq.m1ground-2400sq. ft1unit-100cu.ft- 2.83cu.m 1square-100sq.f t

1 M LENGTH STEEL ROD I ITS VOLUMEV=(Pi/4)*Dia x DiaX L=(3.14/4)x D x D X 1 (for1m length) Density of Steel=7850 kg/ cub meterWeight = Volume x Density=(3.14/4)x D x D X1x7850 (if D is in mm ) So = ((3.14/4)x D x D X1x7850)/(1000x1000) = Dodd/162.27

DESIGN MIX:M10 ( 1 : 3.92 : 5.62)Cement : 210 Kg/ M 320 mm Jelly : 708 Kg/ M 312.5 mm Jelly : 472 Kg/ M 3River sand : 823 Kg/ M 3Total water : 185 Kg/ M 3

Fresh concrete density: 2398 Kg/M 3M20 ( 1 : 2.48 : 3.55)Cement : 320 Kg/ M 320 mm Jelly : 683 Kg/ M 312.5 mm Jelly : 455 Kg/ M 3River sand : 794 Kg/ M 3Total water : 176 Kg/ M 3Admixture : 0.7%

Fresh concrete density: 2430 Kg/ M 3M25 ( 1 : 2.28 : 3.27)Cement : 340 Kg/ M 320 mm Jelly : 667 Kg/ M 312.5 mm Jelly : 445 Kg/ M 3River sand : 775 Kg/ M 3Total water : 185 Kg/ M 3Admixture : 0.6%Fresh concrete density: 2414 Kg/ M 3Note: sand 775 + 2% moisture, Water185 -20.5 =164 Liters,Admixture = 0.5% is 100mlM30 ( 1 : 2 : 2.87)Cement : 380 Kg/ M 320 mm Jelly : 654 Kg/ M 312.5 mm Jelly : 436 Kg/ M 3River sand : 760 Kg/ M 3Total water : 187 Kg/ M 3Admixture : 0.7%Fresh concrete density: 2420 Kg/ M 3Note: Sand = 760 Kg with 2% moisture(170.80+15.20)

STANDARD CONVERSION FACTORSINCH = 25.4 MILLIMETREFOOT = 0.3048 METREYARD = 0.9144 METREMILE = 1.6093 KILOMETERACRE = 0.4047 HECTAREPOUND = 0.4536 KILOGRAMDEGREE FARENHEIT X 5/9 32 = DEGREECELSIUSMILLIMETRE= 0.0394 INCHMETRE = 3.2808FOOTMETRE = 1.0936YARD

MATERIAL CALCULATION:CEMENT IN BAGS

01. PCC 1:5:10 1440/5*0.45 129.60Kg 2.5902. PCC 1:4:8(M 7.5) 1440/4*0.45 162.00Kg 3.2403. PCC 1:2:4(M 15) 1440/2*0.45 324.00Kg 6.4804. PCC 1:3:6(M 10) 1440/3*0.45 216.00Kg 4.3205. RCC 1:2:4(M 15) 144/2*0.45 324.00Kg 6.4806. RCC 1:1.5:3(M 20) 1440/1.5*0.45 32.00Kg8.6407. RCC 1:1:2(M 25) 370.00Kg 7.4008. RCC M 30 410.00Kg 8.2009. RCC M35 445.00Kg 8.9010. RCC M40 480.00Kg 9.6011. Damp Proof CourseCM1:3,20mm tk 1440/3*0.022 10.56Kg 0.2112. 2"tk precast slab M15 324*0.05 16.20Kg 0.3213. 3"tk precast slab M15 324*0.075 24.30Kg0.4914. GC Masonry CM 1:7 1440/7*0.34 70.00Kg1.4015. Brick Work CM 1:6 1440/6*0.25 60.00Kg 1.2016. Brick Work CM 1:4, 115tk 1440/4*0.25*0.11510.35Kg 0.2117. Grano Flooring CC 1:1.5:3 1440/1.5*0.45*0.0521.60Kg 0.4318. Plastering CM 1:3, 12mm tk 1440/3*0.0146.72Kg 0.1319. Wall Plastering CM 1:4,12mm tk 1440/4*0.014 5.00Kg 0.1020. Laying Pressed Tiles Overa CM 1:4, 20mm tk 1440/4*0.022 7.92Kg 0.1621. Ceramic Tiles, Marble,Granite, Caddapah SlabCM 1:4, 20mm tk 1440/4*0.022 7.92Kg 0.1622. Hollow Block MasonryCM 1:6, 200mm tk/m2 10.00Kg 0.20

SAND CALCULATION (CFT):

01. Any Concrete Work(PCC, RCC) 0.45*35.315= 20.0002. Damp Proof CourseCM `1:3, 20mm tk 1.0003. 2"tk Precast slab M15 1.0004. 3"tk Precast slab M15 1.5005. SS Masonry in CM 1:7 15.0006. Brick Work in CM 1:6 15.0007. Brick Work in CM 1:4,115mm tk 2.0008. Grano Flooring in CC 1:1.5:3 1.0009. Plastering in CM 1:3, 12mm tk 1.0010. Wall Plastering CM 1:4, 12mm tk 1.0011. Laying Pressed Tiles over a CM 1:4, 20mm tk1.0012. Ceramic Tiles, Marble, Granite, Cuddapah slabCM 1:4, 20mm tk 1.00

METAL CALCULATION:

01. Any Concrete Work 32.00 cft02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60cft03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40cft04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20cft05. Bricks/cum 450.00 Nos06. Size Stone/ cum 90.00 Nos07. Rough Stone 10.00 cft08. Bond Stone/ cum 10.00 Nos09. Cement Paint/100 Sft 2.00 Kg10. White Cement/100 Sft 2.00 Kg11. Janathacem/100 Sft 1.50 Kg12. Enamel Paint/100 Sft - 2 Coats 1.25 Litre13. Wall Putty/100 Sft 10.00 Kg14. Plaster of Paris/100 Sft 25.00 Kg15. Distember/100 Sft 2.00 Kg16. Cement Primer 0.60 Litre0.40 Litre17. Weathering CourseLime 12.50 KgBrick bats 32.00 Kg18. Providing Sand Gravel Mix- CumSand 20.00 CftGravel 40.00 Cft19.WBM - 75mm tk - 1st Layer - 10 SqmMetel(60-40 mm) 35.00 CftGravel 10.00 Cft20. Pressed Tiles - Sqm 20.00 Nos21. Hollow Block - 200mm tk 14.00 Nos

CONVERSION TABLE:01. 1 RM 3.28 Rft02. 1 Sqm 10.76 Sft03. 1 Cum 35.32 Cft04. 1 Inch 2.54 cm05. 1 sft 0.09Sqm06. 1 Acre 0.04 Hectare07. 1 Hectare 2.47 Acres08. 1 Cft 0.028 Cum09. 1 Feet 12.00 Inch10. 1 Feet 0.305 M11. 1 Cum 1000.00 Litre

For Msproject website www.ms-project-training.com

UNIT WEIGHT:01. Concrete 25 kN/m302. Brick 19 kN/m303. Steel 7850 Kg/m304. Water 1000 Lt/m305. Cement 1440 Kg/m306. 1Gallon 4.81 Litres07. Link 8" = 200mm08. 1 Hectare 2.471 acr(10000m2)09. 1 Acr 4046.82m2 = 100 cent

DEVELOPMENT LENGTH:01. Compression 38d02. Tension 47 & 60d03. 1 Cent 435.60 Sft04. 1 Meter 3.2808 ft05. 1 M2 10.76 ft206. 1 Feet 0.3048m07. 1 KN 100Kg08. 1kN 1000N09. 1 Ton 1000Kg = 10,000 N = 10 kN10. 1 kG 9.81N

M5=2.54Bg/m3, M7.5=3.18Bg/m3, M10=4.32Bg/m3,M20=8.64Bg/m3, M25=12.9 Bg/m3,M40=500+100Kg/m3

1m3 Conrete = 0.9 m3 Jelly + 0.55 m3 Sand +0.225 m3

BRICK:Weight = 3.17 - 3.80 KgWater absorption 12 to 15%Compressive strength = 36Kn/cm2230mm Wall/m3 = 460 Bricks + 20Cft Sand +