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{"id":119,"date":"2019-07-01T09:07:00","date_gmt":"2019-07-01T09:07:00","guid":{"rendered":"https:\/\/archicrewindia.com\/?p=119"},"modified":"2022-06-04T19:58:27","modified_gmt":"2022-06-04T14:28:27","slug":"important-architectural-engineering-information","status":"publish","type":"post","link":"https:\/\/archicrewindia.com\/important-architectural-engineering-information\/","title":{"rendered":"Important Architectural\/Engineering Information"},"content":{"rendered":"
\n
\"land-measurement-in-punjab,-Land-Measurement-Units,-land-measurement-in-india,-land-measurement-in-haryana,-land-measurement-in-Rajasthan,-land-measurement-in-Chandigarh,-land-measurement-in-Bathinda,-land-measurement-in-Ludhiana,-land-measurement-in-patiala\"<\/a><\/div>\n
\u00a0<\/b><\/div>\n
\u00a0<\/b><\/div>\n
\u00a0<\/b><\/div>\n
\n

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

1feet-0.3048m
\n1m-3.28ft
\n1sq.m-10.76sq.f t
\n1cu.m-35.28cu.ft
\n1acre-43560sq.f t
\n1cent-435.6sq.f t
\n1hectare-2.47acre
\n1acre-100cent-4046.724sq.m<\/div>\n
1ground-2400sq.ft
\n1unit-100cu.ft- \u00ac2.83cu.m 1square-100sq.ft<\/div>\n
CONCRETE GRADE<\/b>:<\/div>\n
M5 = 1:4:8
\nM10= 1:3:6
\nM15= 1:2:4
\nM20= 1:1.5:3
\nM25= 1:1:2<\/div>\n
\n

CLEAR COVER TO MAIN REINFORCEMENT<\/b>:<\/p>\n

    \n
  1. FOOTINGS: 50 mm<\/li>\n
  2. RAFT FOUNDATION.TOP: 50 mm<\/li>\n
  3. RAFT FOUNDATION.BOTTOM\/SIDES: 75 mm<\/li>\n
  4. STRAP BEAM: 50 mm<\/li>\n
  5. GRADE SLAB: 20 mm<\/li>\n
  6. COLUMN: 40 mm<\/li>\n
  7. SHEAR WALL: 25 mm<\/li>\n
  8. BEAMS: 25 mm<\/li>\n
  9. SLABS: 15 mm<\/li>\n
  10. FLAT SLAB: 20 mm<\/li>\n
  11. STAIRCASE: 15 mm<\/li>\n
  12. RETAINING WALL: 20\/ 25 mm on earth<\/li>\n
  13. WATER RETAINING STRUCTURES: 20\/30 mm<\/li>\n<\/ol>\n<\/div>\n
    WEIGHT OF ROD PER METER LENGTH:\u00a0<\/b>DIA WEIGHT PER METER<\/b><\/div>\n
    6mm = 0.222Kg
    \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
    \n

    1bag cement-50kg<\/p>\n<\/div>\n

    1m LENGTH STEEL <\/b>BAR\u00a01 ITS VOLUME
    \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
    DESIGN MIX:<\/b>
    \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
    \n

    Fresh concrete density: 2398 Kg\/M 3<\/p>\n

    M20<\/b> ( 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%<\/p>\n<\/div>\n

    \n

    Fresh concrete density: 2430 Kg\/ M 3<\/p>\n

    M25<\/b> ( 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)<\/p>\n<\/div>\n

    STANDARD CONVERSION FACTORS
    \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
    MATERIAL CALCULATION:
    \nCEMENT IN BAGS<\/div>\n
    01. PCC 1:5:10 1440\/5*0.45 129.60Kg 2.59
    \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
    SAND CALCULATION (CFT):<\/div>\n
    01. Any Concrete Work
    \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
    METAL CALCULATION:<\/div>\n
    01. Any Concrete Work 32.00 cft
    \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
    CONVERSION TABLE:
    \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
    UNIT WEIGHT:
    \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
    DEVELOPMENT LENGTH:
    \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
    M5=2.54Bg\/m3, M7.5=3.18Bg\/m3, M10=4.32Bg\/
    \nm3,
    \nM20=8.64Bg\/m3, M25=12.9 Bg\/m3,
    \nM40=500+100Kg\/m3<\/div>\n
    1m3 Conrete = 0.9 m3 Jelly + 0.55 m3 Sand +
    \n0.225 m3<\/div>\n
    BRICK:
    \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
    Please circulate to civil Engr Grps.
    \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
    CLEAR COVER TO MAIN REINFORCEMENT:
    \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
    WEIGHT OF ROD PER METER LENGTH:
    \nDIA WEIGHT PER METER<\/div>\n
    6mm = 0.222Kg
    \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
    1bag cement-50kg
    \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
    1 M LENGTH STEEL ROD I ITS VOLUME
    \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
    DESIGN MIX:
    \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
    Fresh concrete density: 2398 Kg\/M 3
    \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
    Fresh concrete density: 2430 Kg\/ M 3
    \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
    STANDARD CONVERSION FACTORS
    \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
    MATERIAL CALCULATION:
    \nCEMENT IN BAGS<\/div>\n
    01. PCC 1:5:10 1440\/5*0.45 129.60Kg 2.59
    \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
    SAND CALCULATION (CFT):<\/div>\n
    01. Any Concrete Work
    \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
    METAL CALCULATION:<\/div>\n
    01. Any Concrete Work 32.00 cft
    \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
    CONVERSION TABLE:
    \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

    CONCRETE GRADE:M5 = 1:4:8
    \nM10= 1:3:6
    \nM15= 1:2:4
    \nM20= 1:1.5:3
    \nM25= 1:1:2<\/p>\n<\/div>\n

    CLEAR COVER TO MAIN REINFORCEMENT:
    \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
    WEIGHT OF ROD PER METER LENGTH:
    \nDIA WEIGHT PER METER<\/div>\n
    6mm = 0.222Kg
    \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
    1bag cement-50kg
    \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
    1 M LENGTH STEEL ROD I ITS VOLUME
    \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
    DESIGN MIX:
    \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
    Fresh concrete density: 2398 Kg\/M 3
    \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
    Fresh concrete density: 2430 Kg\/ M 3
    \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
    STANDARD CONVERSION FACTORS
    \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
    MATERIAL CALCULATION:
    \nCEMENT IN BAGS<\/div>\n
    01. PCC 1:5:10 1440\/5*0.45 129.60Kg 2.59
    \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
    SAND CALCULATION (CFT):<\/div>\n
    01. Any Concrete Work
    \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
    METAL CALCULATION:<\/div>\n
    01. Any Concrete Work 32.00 cft
    \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
    CONVERSION TABLE:
    \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
    UNIT WEIGHT:
    \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
    DEVELOPMENT LENGTH:
    \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
    M5=2.54Bg\/m3, M7.5=3.18Bg\/m3, M10=4.32Bg\/
    \nm3,
    \nM20=8.64Bg\/m3, M25=12.9 Bg\/m3,
    \nM40=500+100Kg\/m3<\/div>\n
    1m3 Conrete = 0.9 m3 Jelly + 0.55 m3 Sand +
    \n0.225 m3<\/div>\n
    BRICK:
    \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
    Please circulate to civil Engr Grps.
    \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
    CLEAR COVER TO MAIN REINFORCEMENT:
    \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
    WEIGHT OF ROD PER METER LENGTH:
    \nDIA WEIGHT PER METER<\/div>\n
    6mm = 0.222Kg
    \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
    1bag cement-50kg
    \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
    1 M LENGTH STEEL ROD I ITS VOLUME
    \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
    DESIGN MIX:
    \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
    Fresh concrete density: 2398 Kg\/M 3
    \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
    Fresh concrete density: 2430 Kg\/ M 3
    \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
    STANDARD CONVERSION FACTORS
    \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
    MATERIAL CALCULATION:
    \nCEMENT IN BAGS<\/div>\n
    01. PCC 1:5:10 1440\/5*0.45 129.60Kg 2.59<\/div>\n
    02. PCC 1:4:8(M 7.5) 1440\/4*0.45 162.00Kg 3.24<\/div>\n
    03. PCC 1:2:4(M 15) 1440\/2*0.45 324.00Kg 6.48<\/div>\n
    04. PCC 1:3:6(M 10) 1440\/3*0.45 216.00Kg 4.32<\/div>\n
    05. RCC 1:2:4(M 15) 144\/2*0.45 324.00Kg 6.48<\/div>\n
    06. RCC 1:1.5:3(M 20) 1440\/1.5*0.45 32.00Kg
    \n8.64<\/div>\n
    07. RCC 1:1:2(M 25) 370.00Kg 7.40<\/div>\n
    08. RCC M 30 410.00Kg 8.20<\/div>\n
    09. RCC M35 445.00Kg 8.90<\/div>\n
    10. RCC M40 480.00Kg 9.60<\/div>\n
    11. Damp Proof Course
    \nCM1:3,20mm tk 1440\/3*0.022 10.56Kg 0.21<\/div>\n
    12. 2″tk precast slab M15 324*0.05 16.20Kg 0.32<\/div>\n
    13. 3″tk precast slab M15 324*0.075 24.30Kg
    \n0.49<\/div>\n
    14. GC Masonry CM 1:7 1440\/7*0.34 70.00Kg
    \n1.40<\/div>\n
    15. Brick Work CM 1:6 1440\/6*0.25 60.00Kg 1.20<\/div>\n
    16. Brick Work CM 1:4, 115tk 1440\/4*0.25*0.115
    \n10.35Kg 0.21<\/div>\n
    17. Grano Flooring CC 1:1.5:3 1440\/1.5*0.45*0.05
    \n21.60Kg 0.43<\/div>\n
    18. Plastering CM 1:3, 12mm tk 1440\/3*0.014
    \n6.72Kg 0.13<\/div>\n
    19. Wall Plastering CM 1:4,
    \n12mm tk 1440\/4*0.014 5.00Kg 0.10<\/div>\n
    20. Laying Pressed Tiles Over
    \na CM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16<\/div>\n
    21. Ceramic Tiles, Marble,
    \nGranite, Caddapah Slab
    \nCM 1:4, 20mm tk 1440\/4*0.022 7.92Kg 0.16<\/div>\n
    22. Hollow Block Masonry
    \nCM 1:6, 200mm tk\/m\u00ac2\u00ac 10.00Kg 0.20<\/div>\n
    SAND CALCULATION (CFT):<\/div>\n
    01. Any Concrete Work
    \n(PCC, RCC) 0.45*35.315= 20.00<\/div>\n
    02. Damp Proof Course
    \nCM `1:3, 20mm tk 1.00<\/div>\n
    03. 2″tk Precast slab M15 1.00<\/div>\n
    04. 3″tk Precast slab M15 1.50<\/div>\n
    05. SS Masonry in CM 1:7 15.00<\/div>\n
    06. Brick Work in CM 1:6 15.00<\/div>\n
    07. Brick Work in CM 1:4,115mm tk 2.00<\/div>\n
    08. Grano Flooring in CC 1:1.5:3 1.00<\/div>\n
    09. Plastering in CM 1:3, 12mm tk 1.00<\/div>\n
    10. Wall Plastering CM 1:4, 12mm tk 1.00<\/div>\n
    11. Laying Pressed Tiles over a CM 1:4, 20mm tk
    \n1.00<\/div>\n
    12. Ceramic Tiles, Marble, Granite, Cuddapah slab
    \nCM 1:4, 20mm tk 1.00<\/div>\n
    METAL CALCULATION:<\/div>\n
    01. Any Concrete Work 32.00 cft<\/div>\n
    02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
    \ncft<\/div>\n
    03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
    \ncft<\/div>\n
    04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
    \ncft<\/div>\n
    05. Bricks\/cum 450.00 Nos<\/div>\n
    06. Size Stone\/ cum 90.00 Nos<\/div>\n
    07. Rough Stone 10.00 cft<\/div>\n
    08. Bond Stone\/ cum 10.00 Nos<\/div>\n
    09. Cement Paint\/100 Sft 2.00 Kg<\/div>\n
    10. White Cement\/100 Sft 2.00 Kg<\/div>\n
    11. Janathacem\/100 Sft 1.50 Kg<\/div>\n
    12. Enamel Paint\/100 Sft – 2 Coats 1.25 Litre<\/div>\n
    13. Wall Putty\/100 Sft 10.00 Kg<\/div>\n
    14. Plaster of Paris\/100 Sft 25.00 Kg<\/div>\n
    15. Distember\/100 Sft 2.00 Kg<\/div>\n
    16. Cement Primer 0.60 Litre
    \n0.40 Litre<\/div>\n
    17. Weathering Course<\/div>\n
    Lime 12.50 Kg
    \nBrick bats 32.00 Kg<\/div>\n
    18. Providing Sand Gravel Mix- Cum
    \nSand 20.00 Cft
    \nGravel 40.00 Cft<\/div>\n
    19.WBM – 75mm tk – 1st Layer – 10 Sqm
    \nMetel(60-40 mm) 35.00 Cft
    \nGravel 10.00 Cft<\/div>\n
    20. Pressed Tiles – Sqm 20.00 Nos<\/div>\n
    21. Hollow Block – 200mm tk 14.00 Nos<\/div>\n
    CONVERSION TABLE:
    \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":"

    \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

    Important Architectural\/Engineering Information<\/span> Read More \u00bb<\/a><\/p>\n","protected":false},"author":2,"featured_media":3221,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"nf_dc_page":"","_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"default","ast-global-header-display":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"default","adv-header-id-meta":"","stick-header-meta":"default","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","footnotes":""},"categories":[93,94],"tags":[],"yoast_head":"\nImportant Architectural\/Engineering Information - ArchiCrew India<\/title>\n<meta name=\"description\" content=\"- Important 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\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…","post_mailing_queue_ids":[],"_links":{"self":[{"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/posts\/119"}],"collection":[{"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/comments?post=119"}],"version-history":[{"count":0,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/posts\/119\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/media\/3221"}],"wp:attachment":[{"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/media?parent=119"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/categories?post=119"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/archicrewindia.com\/wp-json\/wp\/v2\/tags?post=119"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}