Important Architectural\/Engineering Information<\/b> to be kept for Record.:<\/p>\n
1 Gunta = 121 Sq yards.
\n1 Gunta = 101.171 Sq Meter.
\n1 Gaj = 1 Yard
\n1 Yard = 36 inch
\n1 Yard = 3 feet
\n1 Yard = 0.9144 meter =1 mtr.
\n1 sq Yard = 0.83612 Sq meter.
\n1 sq Yard = 9 sq feet.
\n1 Sq yard = 1296 Sq inch.
\n1 Meter = 1.0936 Yards.
\n1 Meter = 39.370 inch.
\n1 Meter = 3.280 feet.
\n1 Sq meter = 1.1959 Sq yard.
\n1 Sq meter = 1550 Sq inch.
\n1 Sq Meter = 10.763 Sq feet.
\n1 feet = 0.304 meter.
\n1 feet = 0.333 yards.
\n1 feet =12 inch
\n1 Sq feet = 0.111 Sq Yard.
\n1 Sq feet = 0.09290 Sq Meter.
\n1 Sq feet = 144 Sq inch.
\n1 inch = 2.54 cm.
\n1 Inch = 0.0254 meter.
\n1 Inch = 0.0277 yards.
\n1 Inch = 0.0833 feet.
\n1 Sq Inch = 0.00064516 Sq Meter.
\n1 Sq Inch = 0.00077160 Sq Yards.
\n1 Sq Inch = 0.00694444 Sq feet.
\n1 Acre = 4046.86 Sq Meter.
\n1 Acre = 4840 Sq yards.
\n1 Acre = 43560 Sq feet.<\/p>\n<\/div>\n
CLEAR COVER TO MAIN REINFORCEMENT<\/b>:<\/p>\n 1bag cement-50kg<\/p>\n<\/div>\n Fresh concrete density: 2398 Kg\/M 3<\/p>\n M20<\/b> ( 1 : 2.48 : 3.55) Fresh concrete density: 2430 Kg\/ M 3<\/p>\n M25<\/b> ( 1 : 2.28 : 3.27) CONCRETE GRADE:M5 = 1:4:8 \u00a0 \u00a0 \u00a0 Important Architectural\/Engineering Information to be kept for Record.: 1 Gunta = 121 Sq yards. 1 Gunta = 101.171 Sq Meter. 1 Gaj = 1 Yard 1 Yard = 36 inch 1 Yard = 3 feet 1 Yard = 0.9144 meter =1 mtr. 1 sq Yard = 0.83612 Sq meter. 1 sq Yard …<\/p>\n\n
\n8mm = 0.395 Kg
\n10mm = 0.616 Kg
\n12mm = 0.888 Kg
\n16mm = 1.578 Kg
\n20mm = 2.466 Kg
\n25mm = 3.853 Kg
\n32mm = 6.313 Kg
\n40mm = 9.865 Kg<\/div>\n
\nV=(Pi\/4)*Dia x DiaX L=(3.14\/4)x D x D X 1 (for
\n1m length) Density of Steel=7850 kg\/ cub meter
\nWeight = Volume x Density=(3.14\/4)x D x D X
\n1×7850 (if D is in mm ) So = ((3.14\/4)x D x D X
\n1×7850)\/(1000×1000) = Dodd\/162.27<\/div>\n
\nM10<\/b> ( 1 : 3.92 : 5.62)
\nCement : 210 Kg\/ M 3
\n20 mm Jelly : 708 Kg\/ M 3
\n12.5 mm Jelly : 472 Kg\/ M 3
\nRiver Sand : 823 Kg\/ M 3
\nTotal Qater : 185 Kg\/ M 3<\/div>\n
\nCement : 320 Kg\/ M 3
\n20 mm Jelly : 683 Kg\/ M 3
\n12.5 mm Jelly : 455 Kg\/ M 3
\nRiver sand : 794 Kg\/ M 3
\nTotal water : 176 Kg\/ M 3
\nAdmixture : 0.7%<\/p>\n<\/div>\n
\nCement : 340 Kg\/ M 3
\n20 mm Jelly : 667 Kg\/ M 3
\n12.5 mm Jelly : 445 Kg\/ M 3
\nRiver sand : 775 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3
\nAdmixture : 0.6%
\nFresh concrete density: 2414 Kg\/ M 3
\nNote: sand 775 + 2% moisture, Water185 -20.5 =
\n164 Liters,
\nAdmixture = 0.5% is 100ml
\nM30 ( 1 : 2 : 2.87)
\nCement : 380 Kg\/ M 3
\n20 mm Jelly : 654 Kg\/ M 3
\n12.5 mm Jelly : 436 Kg\/ M 3
\nRiver sand : 760 Kg\/ M 3
\nTotal water : 187 Kg\/ M 3
\nAdmixture : 0.7%
\nFresh concrete density: 2420 Kg\/ M 3
\nNote: Sand = 760 Kg with 2% moisture
\n(170.80+15.20)<\/p>\n<\/div>\n
\nINCH = 25.4 MILLIMETRE
\nFOOT = 0.3048 METRE
\nYARD = 0.9144 METRE
\nMILE = 1.6093 KILOMETER
\nACRE = 0.4047 HECTARE
\nPOUND = 0.4536 KILOGRAM
\nDEGREE FARENHEIT X 5\/9 \u2013 32 = DEGREE
\nCELSIUS
\nMILLIMETRE= 0.0394 INCH
\nMETRE = 3.2808FOOT
\nMETRE = 1.0936YARD<\/div>\n
\nCEMENT IN BAGS<\/div>\n
\n02. PCC 1:4:8(M 7.5) 1440\/4*0.45 162.00Kg 3.24
\n03. PCC 1:2:4(M 15) 1440\/2*0.45 324.00Kg 6.48
\n04. PCC 1:3:6(M 10) 1440\/3*0.45 216.00Kg 4.32
\n05. RCC 1:2:4(M 15) 144\/2*0.45 324.00Kg 6.48
\n06. RCC 1:1.5:3(M 20) 1440\/1.5*0.45 32.00Kg 8.64
\n07. RCC 1:1:2(M 25) 370.00Kg 7.40
\n08. RCC M 30 410.00Kg 8.20
\n09. RCC M35 445.00Kg 8.90
\n10. RCC M40 480.00Kg 9.60
\n11. Damp Proof Course
\nCM1:3,20mm tk 1440\/3*0.022 10.56Kg 0.21
\n12. 2″tk precast slab M15 324*0.05 16.20Kg 0.32
\n13. 3″tk precast slab M15 324*0.075 24.30Kg 0.49
\n14. GC Masonry CM 1:7 1440\/7*0.34 70.00Kg 1.40
\n15. Brick Work CM 1:6 1440\/6*0.25 60.00Kg 1.20
\n16. Brick Work CM 1:4, 115tk 1440\/4*0.25*0.115
\n10.35Kg 0.21
\n17. Grano Flooring CC 1:1.5:3 1440\/1.5*0.45*0.05
\n21.60Kg 0.43
\n18. Plastering CM 1:3, 12mm tk 1440\/3*0.014
\n6.72Kg 0.13
\n19. Wall Plastering CM 1:4,
\n12mm tk 1440\/4*0.014 5.00Kg 0.10
\n20. Laying Pressed Tiles Over
\na CM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n21. Ceramic Tiles, Marble,
\nGranite, Caddapah Slab
\nCM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n22. Hollow Block Masonry
\nCM 1:6, 200mm tk\/m\u00ac2\u00ac 10.00Kg 0.20<\/div>\n
\n(PCC, RCC) 0.45*35.315= 20.00
\n02. Damp Proof Course
\nCM `1:3, 20mm tk 1.00
\n03. 2″tk Precast slab M15 1.00
\n04. 3″tk Precast slab M15 1.50
\n05. SS Masonry in CM 1:7 15.00
\n06. Brick Work in CM 1:6 15.00
\n07. Brick Work in CM 1:4,115mm tk 2.00
\n08. Grano Flooring in CC 1:1.5:3 1.00
\n09. Plastering in CM 1:3, 12mm tk 1.00
\n10. Wall Plastering CM 1:4, 12mm tk 1.00
\n11. Laying Pressed Tiles over a CM 1:4, 20mm tk
\n1.00
\n12. Ceramic Tiles, Marble, Granite, Cuddapah slab
\nCM 1:4, 20mm tk 1.00<\/div>\n
\n02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
\ncft
\n03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
\ncft
\n04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
\ncft
\n05. Bricks\/cum 450.00 Nos
\n06. Size Stone\/ cum 90.00 Nos
\n07. Rough Stone 10.00 cft
\n08. Bond Stone\/ cum 10.00 Nos
\n09. Cement Paint\/100 Sft 2.00 Kg
\n10. White Cement\/100 Sft 2.00 Kg
\n11. Janathacem\/100 Sft 1.50 Kg
\n12. Enamel Paint\/100 Sft – 2 Coats 1.25 Litre
\n13. Wall Putty\/100 Sft 10.00 Kg
\n14. Plaster of Paris\/100 Sft 25.00 Kg
\n15. Distember\/100 Sft 2.00 Kg
\n16. Cement Primer 0.60 Litre
\n0.40 Litre
\n17. Weathering Course
\nLime 12.50 Kg
\nBrick bats 32.00 Kg
\n18. Providing Sand Gravel Mix- Cum
\nSand 20.00 Cft
\nGravel 40.00 Cft
\n19.WBM – 75mm tk – 1st Layer – 10 Sqm
\nMetel(60-40 mm) 35.00 Cft
\nGravel 10.00 Cft
\n20. Pressed Tiles – Sqm 20.00 Nos
\n21. Hollow Block – 200mm tk 14.00 Nos<\/div>\n
\n01. 1 RM 3.28 Rft
\n02. 1 Sqm 10.76 Sft
\n03. 1 Cum 35.32 Cft
\n04. 1 Inch 2.54 cm
\n05. 1 sft 0.09Sqm
\n06. 1 Acre 0.04 Hectare
\n07. 1 Hectare 2.47 Acres
\n08. 1 Cft 0.028 Cum
\n09. 1 Feet 12.00 Inch
\n10. 1 Feet 0.305 M
\n11. 1 Cum 1000.00 Litre<\/div>\n
\n01. Concrete 25 kN\/m3
\n02. Brick 19 kN\/m3
\n03. Steel 7850 Kg\/m3
\n04. Water 1000 Lt\/m3
\n05. Cement 1440 Kg\/m3
\n06. 1Gallon 4.81 Litres
\n07. Link 8″ = 200mm
\n08. 1 Hectare 2.471 acr(10000m2)
\n09. 1 Acr 4046.82m2 = 100 cent<\/div>\n
\n01. Compression 38d
\n02. Tension 47 & 60d
\n03. 1 Cent 435.60 Sft
\n04. 1 Meter 3.2808 ft
\n05. 1 M2 10.76 ft2
\n06. 1 Feet 0.3048m
\n07. 1 KN 100Kg
\n08. 1kN 1000N
\n09. 1 Ton 1000Kg = 10,000 N = 10 kN
\n10. 1 kG 9.81N<\/div>\n
\nm3,
\nM20=8.64Bg\/m3, M25=12.9 Bg\/m3,
\nM40=500+100Kg\/m3<\/div>\n
\n0.225 m3<\/div>\n
\nWeight = 3.17 – 3.80 Kg
\nWater absorption 12 to 15%
\nCompressive strength = 36Kn\/cm2
\n230mm Wall\/m3 = 460 Bricks + 20Cft Sand +
\n66Kg Cement<\/div>\n
\nGm…have a bright day
\n[30\/4 22:14] C nitin: CONCRETE GRADE:
\nM5 = 1:4:8
\nM10= 1:3:6
\nM15= 1:2:4
\nM20= 1:1.5:3
\nM25= 1:1:2<\/div>\n
\n1.FOOTINGS : 50 mm
\n2.RAFT FOUNDATION.TOP : 50 mm
\n3.RAFT FOUNDATION.BOTTOM\/SIDES : 75 mm
\n4.STRAP BEAM : 50 mm
\n5.GRADE SLAB : 20 mm
\n6.COLUMN : 40 mm
\n7.SHEAR WALL : 25 mm
\n8.BEAMS : 25 mm
\n9.SLABS : 15 mm
\n10.FLAT SLAB : 20 mm
\n11.STAIRCASE : 15 mm
\n12.RET. WALL : 20\/ 25 mm on earth
\n13.WATER RETAINING STRUCTURES : 20\/30 mm<\/div>\n
\nDIA WEIGHT PER METER<\/div>\n
\n8mm = 0.395 Kg
\n10mm = 0.616 Kg
\n12mm = 0.888 Kg
\n16mm = 1.578 Kg
\n20mm = 2.466 Kg
\n25mm = 3.853 Kg
\n32mm = 6.313 Kg
\n40mm = 9.865 Kg<\/div>\n
\n1feet-0.3048m
\n1m-3.28ft
\n1sq.m-10.76sq.f \u00act
\n1cu.m-35.28cu.f \u00act
\n1acre-43560sq.f \u00act
\n1cent-435.6sq.f \u00act
\n1hectare-2.47ac \u00acre
\n1acre-100cent-4 \u00ac046.724sq.m
\n1ground-2400sq. \u00acft
\n1unit-100cu.ft- \u00ac2.83cu.m 1square-100sq.f \u00act<\/div>\n
\nV=(Pi\/4)*Dia x DiaX L=(3.14\/4)x D x D X 1 (for
\n1m length) Density of Steel=7850 kg\/ cub meter
\nWeight = Volume x Density=(3.14\/4)x D x D X
\n1×7850 (if D is in mm ) So = ((3.14\/4)x D x D X
\n1×7850)\/(1000×1000) = Dodd\/162.27<\/div>\n
\nM10 ( 1 : 3.92 : 5.62)
\nCement : 210 Kg\/ M 3
\n20 mm Jelly : 708 Kg\/ M 3
\n12.5 mm Jelly : 472 Kg\/ M 3
\nRiver sand : 823 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3<\/div>\n
\nM20 ( 1 : 2.48 : 3.55)
\nCement : 320 Kg\/ M 3
\n20 mm Jelly : 683 Kg\/ M 3
\n12.5 mm Jelly : 455 Kg\/ M 3
\nRiver sand : 794 Kg\/ M 3
\nTotal water : 176 Kg\/ M 3
\nAdmixture : 0.7%<\/div>\n
\nM25 ( 1 : 2.28 : 3.27)
\nCement : 340 Kg\/ M 3
\n20 mm Jelly : 667 Kg\/ M 3
\n12.5 mm Jelly : 445 Kg\/ M 3
\nRiver sand : 775 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3
\nAdmixture : 0.6%
\nFresh concrete density: 2414 Kg\/ M 3
\nNote: sand 775 + 2% moisture, Water185 -20.5 =
\n164 Liters,
\nAdmixture = 0.5% is 100ml
\nM30 ( 1 : 2 : 2.87)
\nCement : 380 Kg\/ M 3
\n20 mm Jelly : 654 Kg\/ M 3
\n12.5 mm Jelly : 436 Kg\/ M 3
\nRiver sand : 760 Kg\/ M 3
\nTotal water : 187 Kg\/ M 3
\nAdmixture : 0.7%
\nFresh concrete density: 2420 Kg\/ M 3
\nNote: Sand = 760 Kg with 2% moisture
\n(170.80+15.20)<\/div>\n
\nINCH = 25.4 MILLIMETRE
\nFOOT = 0.3048 METRE
\nYARD = 0.9144 METRE
\nMILE = 1.6093 KILOMETER
\nACRE = 0.4047 HECTARE
\nPOUND = 0.4536 KILOGRAM
\nDEGREE FARENHEIT X 5\/9 \u2013 32 = DEGREE
\nCELSIUS
\nMILLIMETRE= 0.0394 INCH
\nMETRE = 3.2808FOOT
\nMETRE = 1.0936YARD<\/div>\n
\nCEMENT IN BAGS<\/div>\n
\n02. PCC 1:4:8(M 7.5) 1440\/4*0.45 162.00Kg 3.24
\n03. PCC 1:2:4(M 15) 1440\/2*0.45 324.00Kg 6.48
\n04. PCC 1:3:6(M 10) 1440\/3*0.45 216.00Kg 4.32
\n05. RCC 1:2:4(M 15) 144\/2*0.45 324.00Kg 6.48
\n06. RCC 1:1.5:3(M 20) 1440\/1.5*0.45 32.00Kg
\n8.64
\n07. RCC 1:1:2(M 25) 370.00Kg 7.40
\n08. RCC M 30 410.00Kg 8.20
\n09. RCC M35 445.00Kg 8.90
\n10. RCC M40 480.00Kg 9.60
\n11. Damp Proof Course
\nCM1:3,20mm tk 1440\/3*0.022 10.56Kg 0.21
\n12. 2″tk precast slab M15 324*0.05 16.20Kg 0.32
\n13. 3″tk precast slab M15 324*0.075 24.30Kg
\n0.49
\n14. GC Masonry CM 1:7 1440\/7*0.34 70.00Kg
\n1.40
\n15. Brick Work CM 1:6 1440\/6*0.25 60.00Kg 1.20
\n16. Brick Work CM 1:4, 115tk 1440\/4*0.25*0.115
\n10.35Kg 0.21
\n17. Grano Flooring CC 1:1.5:3 1440\/1.5*0.45*0.05
\n21.60Kg 0.43
\n18. Plastering CM 1:3, 12mm tk 1440\/3*0.014
\n6.72Kg 0.13
\n19. Wall Plastering CM 1:4,
\n12mm tk 1440\/4*0.014 5.00Kg 0.10
\n20. Laying Pressed Tiles Over
\na CM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n21. Ceramic Tiles, Marble,
\nGranite, Caddapah Slab
\nCM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n22. Hollow Block Masonry
\nCM 1:6, 200mm tk\/m\u00ac2\u00ac 10.00Kg 0.20<\/div>\n
\n(PCC, RCC) 0.45*35.315= 20.00
\n02. Damp Proof Course
\nCM `1:3, 20mm tk 1.00
\n03. 2″tk Precast slab M15 1.00
\n04. 3″tk Precast slab M15 1.50
\n05. SS Masonry in CM 1:7 15.00
\n06. Brick Work in CM 1:6 15.00
\n07. Brick Work in CM 1:4,115mm tk 2.00
\n08. Grano Flooring in CC 1:1.5:3 1.00
\n09. Plastering in CM 1:3, 12mm tk 1.00
\n10. Wall Plastering CM 1:4, 12mm tk 1.00
\n11. Laying Pressed Tiles over a CM 1:4, 20mm tk
\n1.00
\n12. Ceramic Tiles, Marble, Granite, Cuddapah slab
\nCM 1:4, 20mm tk 1.00<\/div>\n
\n02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
\ncft
\n03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
\ncft
\n04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
\ncft
\n05. Bricks\/cum 450.00 Nos
\n06. Size Stone\/ cum 90.00 Nos
\n07. Rough Stone 10.00 cft
\n08. Bond Stone\/ cum 10.00 Nos
\n09. Cement Paint\/100 Sft 2.00 Kg
\n10. White Cement\/100 Sft 2.00 Kg
\n11. Janathacem\/100 Sft 1.50 Kg
\n12. Enamel Paint\/100 Sft – 2 Coats 1.25 Litre
\n13. Wall Putty\/100 Sft 10.00 Kg
\n14. Plaster of Paris\/100 Sft 25.00 Kg
\n15. Distember\/100 Sft 2.00 Kg
\n16. Cement Primer 0.60 Litre
\n0.40 Litre
\n17. Weathering Course
\nLime 12.50 Kg
\nBrick bats 32.00 Kg
\n18. Providing Sand Gravel Mix- Cum
\nSand 20.00 Cft
\nGravel 40.00 Cft
\n19.WBM – 75mm tk – 1st Layer – 10 Sqm
\nMetel(60-40 mm) 35.00 Cft
\nGravel 10.00 Cft
\n20. Pressed Tiles – Sqm 20.00 Nos
\n21. Hollow Block – 200mm tk 14.00 Nos<\/div>\n
\n01. 1 RM 3.28 Rft
\n02. 1 Sqm 10.76 Sft
\n03. 1 Cum 35.32 Cft
\n04. 1 Inch 2.54 cm
\n05. 1 sft 0.09Sqm
\n06. 1 Acre 0.04 Hectare
\n07. 1 Hectare 2.47 Acres
\n08. 1 Cft 0.028 Cum
\n09. 1 Feet 12.00 Inch
\n10. 1 Feet 0.305 M
\n11. 1 Cum 1000.00 Litre<\/a><\/p>\n
\nM10= 1:3:6
\nM15= 1:2:4
\nM20= 1:1.5:3
\nM25= 1:1:2<\/p>\n<\/div>\n
\n1.FOOTINGS : 50 mm
\n2.RAFT FOUNDATION.TOP : 50 mm
\n3.RAFT FOUNDATION.BOTTOM\/SIDES : 75 mm
\n4.STRAP BEAM : 50 mm
\n5.GRADE SLAB : 20 mm
\n6.COLUMN : 40 mm
\n7.SHEAR WALL : 25 mm
\n8.BEAMS : 25 mm
\n9.SLABS : 15 mm
\n10.FLAT SLAB : 20 mm
\n11.STAIRCASE : 15 mm
\n12.RET. WALL : 20\/ 25 mm on earth
\n13.WATER RETAINING STRUCTURES : 20\/30 mm<\/div>\n
\nDIA WEIGHT PER METER<\/div>\n
\n8mm = 0.395 Kg
\n10mm = 0.616 Kg
\n12mm = 0.888 Kg
\n16mm = 1.578 Kg
\n20mm = 2.466 Kg
\n25mm = 3.853 Kg
\n32mm = 6.313 Kg
\n40mm = 9.865 Kg<\/div>\n
\n1feet-0.3048m
\n1m-3.28ft
\n1sq.m-10.76sq.f \u00act
\n1cu.m-35.28cu.f \u00act
\n1acre-43560sq.f \u00act
\n1cent-435.6sq.f \u00act
\n1hectare-2.47ac \u00acre
\n1acre-100cent-4 \u00ac046.724sq.m
\n1ground-2400sq. \u00acft
\n1unit-100cu.ft- \u00ac2.83cu.m 1square-100sq.f \u00act<\/div>\n
\nV=(Pi\/4)*Dia x DiaX L=(3.14\/4)x D x D X 1 (for
\n1m length) Density of Steel=7850 kg\/ cub meter
\nWeight = Volume x Density=(3.14\/4)x D x D X
\n1×7850 (if D is in mm ) So = ((3.14\/4)x D x D X
\n1×7850)\/(1000×1000) = Dodd\/162.27<\/div>\n
\nM10 ( 1 : 3.92 : 5.62)
\nCement : 210 Kg\/ M 3
\n20 mm Jelly : 708 Kg\/ M 3
\n12.5 mm Jelly : 472 Kg\/ M 3
\nRiver sand : 823 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3<\/div>\n
\nM20 ( 1 : 2.48 : 3.55)
\nCement : 320 Kg\/ M 3
\n20 mm Jelly : 683 Kg\/ M 3
\n12.5 mm Jelly : 455 Kg\/ M 3
\nRiver sand : 794 Kg\/ M 3
\nTotal water : 176 Kg\/ M 3
\nAdmixture : 0.7%<\/div>\n
\nM25 ( 1 : 2.28 : 3.27)
\nCement : 340 Kg\/ M 3
\n20 mm Jelly : 667 Kg\/ M 3
\n12.5 mm Jelly : 445 Kg\/ M 3
\nRiver sand : 775 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3
\nAdmixture : 0.6%
\nFresh concrete density: 2414 Kg\/ M 3
\nNote: sand 775 + 2% moisture, Water185 -20.5 =
\n164 Liters,
\nAdmixture = 0.5% is 100ml
\nM30 ( 1 : 2 : 2.87)
\nCement : 380 Kg\/ M 3
\n20 mm Jelly : 654 Kg\/ M 3
\n12.5 mm Jelly : 436 Kg\/ M 3
\nRiver sand : 760 Kg\/ M 3
\nTotal water : 187 Kg\/ M 3
\nAdmixture : 0.7%
\nFresh concrete density: 2420 Kg\/ M 3
\nNote: Sand = 760 Kg with 2% moisture
\n(170.80+15.20)<\/div>\n
\nINCH = 25.4 MILLIMETRE
\nFOOT = 0.3048 METRE
\nYARD = 0.9144 METRE
\nMILE = 1.6093 KILOMETER
\nACRE = 0.4047 HECTARE
\nPOUND = 0.4536 KILOGRAM
\nDEGREE FARENHEIT X 5\/9 \u2013 32 = DEGREE
\nCELSIUS
\nMILLIMETRE= 0.0394 INCH
\nMETRE = 3.2808FOOT
\nMETRE = 1.0936YARD<\/div>\n
\nCEMENT IN BAGS<\/div>\n
\n02. PCC 1:4:8(M 7.5) 1440\/4*0.45 162.00Kg 3.24
\n03. PCC 1:2:4(M 15) 1440\/2*0.45 324.00Kg 6.48
\n04. PCC 1:3:6(M 10) 1440\/3*0.45 216.00Kg 4.32
\n05. RCC 1:2:4(M 15) 144\/2*0.45 324.00Kg 6.48
\n06. RCC 1:1.5:3(M 20) 1440\/1.5*0.45 32.00Kg
\n8.64
\n07. RCC 1:1:2(M 25) 370.00Kg 7.40
\n08. RCC M 30 410.00Kg 8.20
\n09. RCC M35 445.00Kg 8.90
\n10. RCC M40 480.00Kg 9.60
\n11. Damp Proof Course
\nCM1:3,20mm tk 1440\/3*0.022 10.56Kg 0.21
\n12. 2″tk precast slab M15 324*0.05 16.20Kg 0.32
\n13. 3″tk precast slab M15 324*0.075 24.30Kg
\n0.49
\n14. GC Masonry CM 1:7 1440\/7*0.34 70.00Kg
\n1.40
\n15. Brick Work CM 1:6 1440\/6*0.25 60.00Kg 1.20
\n16. Brick Work CM 1:4, 115tk 1440\/4*0.25*0.115
\n10.35Kg 0.21
\n17. Grano Flooring CC 1:1.5:3 1440\/1.5*0.45*0.05
\n21.60Kg 0.43
\n18. Plastering CM 1:3, 12mm tk 1440\/3*0.014
\n6.72Kg 0.13
\n19. Wall Plastering CM 1:4,
\n12mm tk 1440\/4*0.014 5.00Kg 0.10
\n20. Laying Pressed Tiles Over
\na CM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n21. Ceramic Tiles, Marble,
\nGranite, Caddapah Slab
\nCM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16
\n22. Hollow Block Masonry
\nCM 1:6, 200mm tk\/m\u00ac2\u00ac 10.00Kg 0.20<\/div>\n
\n(PCC, RCC) 0.45*35.315= 20.00
\n02. Damp Proof Course
\nCM `1:3, 20mm tk 1.00
\n03. 2″tk Precast slab M15 1.00
\n04. 3″tk Precast slab M15 1.50
\n05. SS Masonry in CM 1:7 15.00
\n06. Brick Work in CM 1:6 15.00
\n07. Brick Work in CM 1:4,115mm tk 2.00
\n08. Grano Flooring in CC 1:1.5:3 1.00
\n09. Plastering in CM 1:3, 12mm tk 1.00
\n10. Wall Plastering CM 1:4, 12mm tk 1.00
\n11. Laying Pressed Tiles over a CM 1:4, 20mm tk
\n1.00
\n12. Ceramic Tiles, Marble, Granite, Cuddapah slab
\nCM 1:4, 20mm tk 1.00<\/div>\n
\n02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
\ncft
\n03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
\ncft
\n04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
\ncft
\n05. Bricks\/cum 450.00 Nos
\n06. Size Stone\/ cum 90.00 Nos
\n07. Rough Stone 10.00 cft
\n08. Bond Stone\/ cum 10.00 Nos
\n09. Cement Paint\/100 Sft 2.00 Kg
\n10. White Cement\/100 Sft 2.00 Kg
\n11. Janathacem\/100 Sft 1.50 Kg
\n12. Enamel Paint\/100 Sft – 2 Coats 1.25 Litre
\n13. Wall Putty\/100 Sft 10.00 Kg
\n14. Plaster of Paris\/100 Sft 25.00 Kg
\n15. Distember\/100 Sft 2.00 Kg
\n16. Cement Primer 0.60 Litre
\n0.40 Litre
\n17. Weathering Course
\nLime 12.50 Kg
\nBrick bats 32.00 Kg
\n18. Providing Sand Gravel Mix- Cum
\nSand 20.00 Cft
\nGravel 40.00 Cft
\n19.WBM – 75mm tk – 1st Layer – 10 Sqm
\nMetel(60-40 mm) 35.00 Cft
\nGravel 10.00 Cft
\n20. Pressed Tiles – Sqm 20.00 Nos
\n21. Hollow Block – 200mm tk 14.00 Nos<\/div>\n
\n01. 1 RM 3.28 Rft
\n02. 1 Sqm 10.76 Sft
\n03. 1 Cum 35.32 Cft
\n04. 1 Inch 2.54 cm
\n05. 1 sft 0.09Sqm
\n06. 1 Acre 0.04 Hectare
\n07. 1 Hectare 2.47 Acres
\n08. 1 Cft 0.028 Cum
\n09. 1 Feet 12.00 Inch
\n10. 1 Feet 0.305 M
\n11. 1 Cum 1000.00 Litre<\/div>\n
\n01. Concrete 25 kN\/m3
\n02. Brick 19 kN\/m3
\n03. Steel 7850 Kg\/m3
\n04. Water 1000 Lt\/m3
\n05. Cement 1440 Kg\/m3
\n06. 1Gallon 4.81 Litres
\n07. Link 8″ = 200mm
\n08. 1 Hectare 2.471 acr(10000m2)
\n09. 1 Acr 4046.82m2 = 100 cent<\/div>\n
\n01. Compression 38d
\n02. Tension 47 & 60d
\n03. 1 Cent 435.60 Sft
\n04. 1 Meter 3.2808 ft
\n05. 1 M2 10.76 ft2
\n06. 1 Feet 0.3048m
\n07. 1 KN 100Kg
\n08. 1kN 1000N
\n09. 1 Ton 1000Kg = 10,000 N = 10 kN
\n10. 1 kG 9.81N<\/div>\n
\nm3,
\nM20=8.64Bg\/m3, M25=12.9 Bg\/m3,
\nM40=500+100Kg\/m3<\/div>\n
\n0.225 m3<\/div>\n
\nWeight = 3.17 – 3.80 Kg
\nWater absorption 12 to 15%
\nCompressive strength = 36Kn\/cm2
\n230mm Wall\/m3 = 460 Bricks + 20Cft Sand +
\n66Kg Cement<\/div>\n
\nGm…have a bright day
\n[30\/4 22:14] C nitin: CONCRETE GRADE:
\nM5 = 1:4:8
\nM10= 1:3:6
\nM15= 1:2:4
\nM20= 1:1.5:3
\nM25= 1:1:2<\/div>\n
\n1.FOOTINGS : 50 mm
\n2.RAFT FOUNDATION.TOP : 50 mm
\n3.RAFT FOUNDATION.BOTTOM\/SIDES : 75 mm
\n4.STRAP BEAM : 50 mm
\n5.GRADE SLAB : 20 mm
\n6.COLUMN : 40 mm
\n7.SHEAR WALL : 25 mm
\n8.BEAMS : 25 mm
\n9.SLABS : 15 mm
\n10.FLAT SLAB : 20 mm
\n11.STAIRCASE : 15 mm
\n12.RET. WALL : 20\/ 25 mm on earth
\n13.WATER RETAINING STRUCTURES : 20\/30 mm<\/div>\n
\nDIA WEIGHT PER METER<\/div>\n
\n8mm = 0.395 Kg
\n10mm = 0.616 Kg
\n12mm = 0.888 Kg
\n16mm = 1.578 Kg
\n20mm = 2.466 Kg
\n25mm = 3.853 Kg
\n32mm = 6.313 Kg
\n40mm = 9.865 Kg<\/div>\n
\n1feet-0.3048m
\n1m-3.28ft
\n1sq.m-10.76sq.f \u00act
\n1cu.m-35.28cu.f \u00act
\n1acre-43560sq.f \u00act
\n1cent-435.6sq.f \u00act
\n1hectare-2.47ac \u00acre
\n1acre-100cent-4 \u00ac046.724sq.m
\n1ground-2400sq. \u00acft
\n1unit-100cu.ft- \u00ac2.83cu.m 1square-100sq.f \u00act<\/div>\n
\nV=(Pi\/4)*Dia x DiaX L=(3.14\/4)x D x D X 1 (for
\n1m length) Density of Steel=7850 kg\/ cub meter
\nWeight = Volume x Density=(3.14\/4)x D x D X
\n1×7850 (if D is in mm ) So = ((3.14\/4)x D x D X
\n1×7850)\/(1000×1000) = Dodd\/162.27<\/div>\n
\nM10 ( 1 : 3.92 : 5.62)
\nCement : 210 Kg\/ M 3
\n20 mm Jelly : 708 Kg\/ M 3
\n12.5 mm Jelly : 472 Kg\/ M 3
\nRiver sand : 823 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3<\/div>\n
\nM20 ( 1 : 2.48 : 3.55)
\nCement : 320 Kg\/ M 3
\n20 mm Jelly : 683 Kg\/ M 3
\n12.5 mm Jelly : 455 Kg\/ M 3
\nRiver sand : 794 Kg\/ M 3
\nTotal water : 176 Kg\/ M 3
\nAdmixture : 0.7%<\/div>\n
\nM25 ( 1 : 2.28 : 3.27)
\nCement : 340 Kg\/ M 3
\n20 mm Jelly : 667 Kg\/ M 3
\n12.5 mm Jelly : 445 Kg\/ M 3
\nRiver sand : 775 Kg\/ M 3
\nTotal water : 185 Kg\/ M 3
\nAdmixture : 0.6%
\nFresh concrete density: 2414 Kg\/ M 3
\nNote: sand 775 + 2% moisture, Water185 -20.5 =
\n164 Liters,
\nAdmixture = 0.5% is 100ml
\nM30 ( 1 : 2 : 2.87)
\nCement : 380 Kg\/ M 3
\n20 mm Jelly : 654 Kg\/ M 3
\n12.5 mm Jelly : 436 Kg\/ M 3
\nRiver sand : 760 Kg\/ M 3
\nTotal water : 187 Kg\/ M 3
\nAdmixture : 0.7%
\nFresh concrete density: 2420 Kg\/ M 3
\nNote: Sand = 760 Kg with 2% moisture
\n(170.80+15.20)<\/div>\n
\nINCH = 25.4 MILLIMETRE
\nFOOT = 0.3048 METRE
\nYARD = 0.9144 METRE
\nMILE = 1.6093 KILOMETER
\nACRE = 0.4047 HECTARE
\nPOUND = 0.4536 KILOGRAM
\nDEGREE FARENHEIT X 5\/9 \u2013 32 = DEGREE
\nCELSIUS
\nMILLIMETRE= 0.0394 INCH
\nMETRE = 3.2808FOOT
\nMETRE = 1.0936YARD<\/div>\n
\nCEMENT IN BAGS<\/div>\n
\n8.64<\/div>\n
\nCM1:3,20mm tk 1440\/3*0.022 10.56Kg 0.21<\/div>\n
\n0.49<\/div>\n
\n1.40<\/div>\n
\n10.35Kg 0.21<\/div>\n
\n21.60Kg 0.43<\/div>\n
\n6.72Kg 0.13<\/div>\n
\n12mm tk 1440\/4*0.014 5.00Kg 0.10<\/div>\n
\na CM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16<\/div>\n
\nGranite, Caddapah Slab
\nCM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16<\/div>\n
\nCM 1:6, 200mm tk\/m\u00ac2\u00ac 10.00Kg 0.20<\/div>\n
\n(PCC, RCC) 0.45*35.315= 20.00<\/div>\n
\nCM `1:3, 20mm tk 1.00<\/div>\n
\n1.00<\/div>\n
\nCM 1:4, 20mm tk 1.00<\/div>\n
\ncft<\/div>\n
\ncft<\/div>\n
\ncft<\/div>\n
\n0.40 Litre<\/div>\n
\nBrick bats 32.00 Kg<\/div>\n
\nSand 20.00 Cft
\nGravel 40.00 Cft<\/div>\n
\nMetel(60-40 mm) 35.00 Cft
\nGravel 10.00 Cft<\/div>\n
\n01. 1 RM 3.28 Rft
\n02. 1 Sqm 10.76 Sft
\n03. 1 Cum 35.32 Cft
\n04. 1 Inch 2.54 cm
\n05. 1 sqft 0.09Sqm
\n06. 1 Acre 0.04 Hectare
\n07. 1 Hectare 2.47 Acres
\n08. 1 Cft 0.028 Cum
\n09. 1 Feet 12.00 Inch
\n10. 1 Feet 0.305 M
\n11. 1 Cum 1000.00 LitresSEE ALSO\u00a0\u00a0Land Measurement Units<\/a><\/p>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"