Jamin Mapni Gujarat || Jamin Map Ane Antar || Juna Mapo Sikhvanu Patrak 2020

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Jamin Mapni  Gujarat || Jamin Naksha Antar Juna Mapo Sikhvanu Patrak 2020.

India Contry In Variouse State Avilable In Land As Largest Every State So Jamin Mapni  Gujarat Research As JAmin Naksha And Jamin Map & Rules Given In This Posts 2020

Jamin Mapni Ane Antar Image 2020

Gujarat Various Farm in Jamin Mapni Shedual Available In This Posts Jamin Naksha And Map Given Below Image You Can See Image And Read  Jamin Mapni  Gujarat. Jamin Mapni Online Available Only On Google Map You can Visit Google Map India.

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Online Jamin Naksha 

Gujarat State in online Jamin Naksha As Important As FArm MAp ni so As Login Google Map Apps and Website Availble in This Link

Online JAmin Mapni Gujarat News

Get the land records – Record of Rights-RoR online for various villages of Gujarat. This service is provided by the Department of Revenue, Gujarat State. Users can get details of the RoR by selecting the name of the district, taluka, village and survey number of the land.

Jamin Mapni Gujarat

Jamin Naksha 2020

  • 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 = 9 sq feet.
  • 1 Sq yard = 1296 Sq inch.
  • 1 Meter = 1.0936 Yards.
  • 1 Meter = 39.370 inch.
  • 1 Meter = 3.280 feet.
  • 1 Sq meter = 1.1959 Sq yard.
  • 1 Sq meter = 1550 Sq inch.
  • 1 Sq Meter = 10.763 Sq feet.
  • 1 feet = 0.304 meter.
  • 1 feet = 0.333 yards.
  • 1 feet =12 inch
  • 1 Sq feet = 0.111 Sq Yard.
  • 1 Sq feet = 0.09290 Sq Meter.
  • 1 Sq feet = 144 Sq inch.
  • 1 inch = 2.54 cm.
  • 1 Inch = 0.0254 meter.
  • 1 Inch = 0.0277 yards.
  • 1 Inch = 0.0833 feet.
  • 1 Sq Inch = 0.00064516 Sq Meter.
  • 1 Sq Inch = 0.00077160 Sq Yards.
  • 1 Sq Inch = 0.00694444 Sq feet.
  • 1 Acre = 4046.86 Sq Meter.
  • 1 Acre = 4840 Sq yards.
  • 1 Acre = 43560 Sq feet.
jamin map
ANSA 
  • CONCRETE GRADE:
  • M5 = 1:4:8
  • M10= 1:3:6
  • M15= 1:2:4
  • M20= 1:1.5:3
  • M25= 1:1:2
CLEAR COVER TO MAIN REINFORCEMENT:
1.FOOTINGS : 50 mm
2.RAFT FOUNDATION.TOP : 50 mm
3.RAFT FOUNDATION.BOTTOM/SIDES : 75 mm
4.STRAP BEAM : 50 mm
5.GRADE SLAB : 20 mm
6.COLUMN : 40 mm
7.SHEAR WALL : 25 mm
8.BEAMS : 25 mm
9.SLABS : 15 mm
10.FLAT SLAB : 20 mm
11.STAIRCASE : 15 mm
12.RET. WALL : 20/ 25 mm on earth
13.WATER RETAINING STRUCTURES : 20/30 mm
WEIGHT OF ROD PER METER LENGTH:
DIA WEIGHT PER METER
6mm = 0.222Kg
8mm = 0.395 Kg
10mm = 0.616 Kg
12mm = 0.888 Kg
16mm = 1.578 Kg
20mm = 2.466 Kg
25mm = 3.853 Kg
32mm = 6.313 Kg
40mm = 9.865 Kg
1bag cement-50kg
1feet-0.3048m
1m-3.28ft
1sq.m-10.76sq.ft
1cu.m-35.28cu.ft
1acre-43560sq.ft
1cent-435.6sq.ft
1hectare-2.47acre
1acre-4046.724sq.m
1ground-2400sq.ft
1unit-100cu.ft-2.83cu.m 1square-100sq.ft
1 M LENGTH STEEL ROD I ITS VOLUME
V=(Pi/4)*Dia x DiaX L=(3.14/4)x D x D X 1 (for
1m length) Density of Steel=7850 kg/ cub meter
Weight = Volume x Density=(3.14/4)x D x D X
1×7850 (if D is in mm ) So = ((3.14/4)x D x D X
1×7850)/(1000×1000) = Dodd/162.27
DESIGN MIX:
M10 ( 1 : 3.92 : 5.62)
Cement : 210 Kg/ M 3
20 mm Jelly : 708 Kg/ M 3
12.5 mm Jelly : 472 Kg/ M 3
River sand : 823 Kg/ M 3
Total water : 185 Kg/ M 3
Fresh concrete density: 2398 Kg/M 3
M20 ( 1 : 2.48 : 3.55)
Cement : 320 Kg/ M 3
20 mm Jelly : 683 Kg/ M 3
12.5 mm Jelly : 455 Kg/ M 3
River sand : 794 Kg/ M 3
Total water : 176 Kg/ M 3
Admixture : 0.7%
Fresh concrete density: 2430 Kg/ M 3
M25 ( 1 : 2.28 : 3.27)
Cement : 340 Kg/ M 3
20 mm Jelly : 667 Kg/ M 3
12.5 mm Jelly : 445 Kg/ M 3
River sand : 775 Kg/ M 3
Total water : 185 Kg/ M 3
Admixture : 0.6%
Fresh concrete density: 2414 Kg/ M 3
Note: sand 775 + 2% moisture, Water185 -20.5 =
164 Liters,
Admixture = 0.5% is 100ml
M30 ( 1 : 2 : 2.87)
Cement : 380 Kg/ M 3
20 mm Jelly : 654 Kg/ M 3
12.5 mm Jelly : 436 Kg/ M 3
River sand : 760 Kg/ M 3
Total water : 187 Kg/ M 3
Admixture : 0.7%
Fresh concrete density: 2420 Kg/ M 3
Note: Sand = 760 Kg with 2% moisture
(170.80+15.20)
STANDARD CONVERSION FACTORS jamin map
INCH = 25.4 MILLIMETRE
FOOT = 0.3048 METRE
YARD = 0.9144 METRE
MILE = 1.6093 KILOMETER
ACRE = 0.4047 HECTARE
POUND = 0.4536 KILOGRAM
DEGREE FARENHEIT X 5/9 – 32 = DEGREE
CELSIUS
MILLIMETRE= 0.0394 INCH
METRE = 3.2808FOOT
METRE = 1.0936YARD
MATERIAL CALCULATION:
CEMENT IN BAGS
01. PCC 1:5:10 1440/5*0.45 129.60Kg 2.59
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) 144/2*0.45 324.00Kg 6.48
06. RCC 1:1.5:3(M 20) 1440/1.5*0.45 32.00Kg
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. 2″tk precast slab M15 324*0.05 16.20Kg 0.32
13. 3″tk 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 Masonry
CM 1:6, 200mm tk/m¬2¬ 10.00Kg 0.20
SAND CALCULATION (CFT):
  • 01. Any Concrete Work
  • (PCC, RCC) 0.45*35.315= 20.00
  • 02. Damp Proof Course
  • CM `1:3, 20mm tk 1.00
  • 03. 2″tk Precast slab M15 1.00
  • 04. 3″tk Precast slab M15 1.50
  • 05. SS Masonry in CM 1:7 15.00
  • 06. Brick Work in CM 1:6 15.00
  • 07. Brick Work in CM 1:4,115mm tk 2.00
  • 08. Grano Flooring in CC 1:1.5:3 1.00
  • 09. Plastering in CM 1:3, 12mm tk 1.00
  • 10. Wall Plastering CM 1:4, 12mm tk 1.00
  • 11. Laying Pressed Tiles over a CM 1:4, 20mm tk
  • 1.00
  • 12. Ceramic Tiles, Marble, Granite, Cuddapah slab
  • CM 1:4, 20mm tk 1.00
METAL CALCULATION:
  • 01. Any Concrete Work 32.00 cft
  • 02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
  • cft
  • 03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
  • cft
  • 04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
  • cft
  • 05. Bricks/cum 450.00 Nos
  • 06. Size Stone/ cum 90.00 Nos
  • 07. Rough Stone 10.00 cft
  • 08. Bond Stone/ cum 10.00 Nos
  • 09. Cement Paint/100 Sft 2.00 Kg
  • 10. White Cement/100 Sft 2.00 Kg
  • 11. Janathacem/100 Sft 1.50 Kg
  • 12. Enamel Paint/100 Sft – 2 Coats 1.25 Litre
  • 13. Wall Putty/100 Sft 10.00 Kg
  • 14. Plaster of Paris/100 Sft 25.00 Kg
  • 15. Distember/100 Sft 2.00 Kg
  • 16. Cement Primer 0.60 Litre
  • 0.40 Litre
  • 17. Weathering Course
  • Lime 12.50 Kg
  • Brick bats 32.00 Kg
  • 18. Providing Sand Gravel Mix- Cum
  • Sand 20.00 Cft
  • Gravel 40.00 Cft
  • 19.WBM – 75mm tk – 1st Layer – 10 Sqm
  • Metel(60-40 mm) 35.00 Cft
  • Gravel 10.00 Cft
  • 20. Pressed Tiles – Sqm 20.00 Nos
  • 21. Hollow Block – 200mm tk 14.00 Nos

CONVERSION TABLE:

  • 01. 1 RM 3.28 Rft
  • 02. 1 Sqm 10.76 Sft
  • 03. 1 Cum 35.32 Cft
  • 04. 1 Inch 2.54 cm
  • 05. 1 sft 0.09Sqm
  • 06. 1 Acre 0.04 Hectare
  • 07. 1 Hectare 2.47 Acres
  • 08. 1 Cft 0.028 Cum
  • 09. 1 Feet 12.00 Inch
  • 10. 1 Feet 0.305 M
  • 11. 1 Cum 1000.00 Litre

UNIT WEIGHT:

  • 01. Concrete 25 kN/m3
  • 02. Brick 19 kN/m3
  • 03. Steel 7850 Kg/m3
  • 04. Water 1000 Lt/m3
  • 05. Cement 1440 Kg/m3
  • 06. 1Gallon 4.81 Litres
  • 07. Link 8″ = 200mm
  • 08. 1 Hectare 2.471 acr(10000m2)
  • 09. 1 Acr 4046.82m2 = 100 cent
DEVELOPMENT LENGTH:Jamin Mapni  Gujarat
  • 01. Compression 38d
  • 02. Tension 47 & 60d
  • 03. 1 Cent 435.60 Sft
  • 04. 1 Meter 3.2808 ft
  • 05. 1 M2 10.76 ft2
  • 06. 1 Feet 0.3048m
  • 07. 1 KN 100Kg
  • 08. 1kN 1000N
  • 09. 1 Ton 1000Kg = 10,000 N = 10 kN
  • 10. 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 Kg
  • Water absorption 12 to 15%
  • Compressive strength = 36Kn/cm2
  • 230mm Wall/m3 = 460 Bricks + 20Cft Sand +
  • 66Kg Cement
CONCRETE GRADE:
  • M5 = 1:4:8
  • M10= 1:3:6
  • M15= 1:2:4
  • M20= 1:1.5:3
  • M25= 1:1:2
CLEAR COVER TO MAIN REINFORCEMENT:
  • 1.FOOTINGS : 50 mm
  • 2.RAFT FOUNDATION.TOP : 50 mm
  • 3.RAFT FOUNDATION.BOTTOM/SIDES : 75 mm
  • 4.STRAP BEAM : 50 mm
  • 5.GRADE SLAB : 20 mm
  • 6.COLUMN : 40 mm
  • 7.SHEAR WALL : 25 mm
  • 8.BEAMS : 25 mm
  • 9.SLABS : 15 mm
  • 10.FLAT SLAB : 20 mm
  • 11.STAIRCASE : 15 mm
  • 12.RET. WALL : 20/ 25 mm on earth
  • 13.WATER RETAINING STRUCTURES : 20/30 mm

WEIGHT OF ROD PER METER LENGTH:Jamin Mapni Gujarat

DIA WEIGHT PER METER
6mm = 0.222Kg
8mm = 0.395 Kg
10mm = 0.616 Kg
12mm = 0.888 Kg
16mm = 1.578 Kg
20mm = 2.466 Kg
25mm = 3.853 Kg
32mm = 6.313 Kg
40mm = 9.865 Kg
1bag cement-50kg
1feet-0.3048m
1m-3.28ft
1sq.m-10.76sq.f ¬t
1cu.m-35.28cu.f ¬t
1acre-43560sq.f ¬t
1cent-435.6sq.f ¬t
1hectare-2.47ac ¬re
1acre-100cent-4 ¬046.724sq.m
1ground-2400sq. ¬ft
1unit-100cu.ft- ¬2.83cu.m 1square-100sq.f ¬t
1 M LENGTH STEEL ROD I ITS VOLUME
V=(Pi/4)*Dia x DiaX L=(3.14/4)x D x D X 1 (for
1m length) Density of Steel=7850 kg/ cub meter
Weight = Volume x Density=(3.14/4)x D x D X
1×7850 (if D is in mm ) So = ((3.14/4)x D x D X
1×7850)/(1000×1000) = Dodd/162.27

DESIGN MIX:

  • M10 ( 1 : 3.92 : 5.62)
  • Cement : 210 Kg/ M 3
  • 20 mm Jelly : 708 Kg/ M 3
  • 12.5 mm Jelly : 472 Kg/ M 3
  • River sand : 823 Kg/ M 3
  • Total water : 185 Kg/ M 3
  • Fresh concrete density: 2398 Kg/M 3
  • M20 ( 1 : 2.48 : 3.55)
  • Cement : 320 Kg/ M 3
  • 20 mm Jelly : 683 Kg/ M 3
  • 12.5 mm Jelly : 455 Kg/ M 3
  • River sand : 794 Kg/ M 3
  • Total water : 176 Kg/ M 3
  • Admixture : 0.7%
  • Fresh concrete density: 2430 Kg/ M 3
  • M25 ( 1 : 2.28 : 3.27)
  • Cement : 340 Kg/ M 3
  • 20 mm Jelly : 667 Kg/ M 3
  • 12.5 mm Jelly : 445 Kg/ M 3
  • River sand : 775 Kg/ M 3
  • Total water : 185 Kg/ M 3
  • Admixture : 0.6%
  • Fresh concrete density: 2414 Kg/ M 3
  • Note: sand 775 + 2% moisture, Water185 -20.5 =
  • 164 Liters,
  • Admixture = 0.5% is 100ml
  • M30 ( 1 : 2 : 2.87)
  • Cement : 380 Kg/ M 3
  • 20 mm Jelly : 654 Kg/ M 3
  • 12.5 mm Jelly : 436 Kg/ M 3
  • River sand : 760 Kg/ M 3
  • Total water : 187 Kg/ M 3
  • Admixture : 0.7%
  • Fresh concrete density: 2420 Kg/ M 3
  • Note: Sand = 760 Kg with 2% moisture
  • (170.80+15.20)

STANDARD CONVERSION FACTORS :-Jamin Mapni Gujarat

  • INCH = 25.4 MILLIMETRE
  • FOOT = 0.3048 METRE
  • YARD = 0.9144 METRE
  • MILE = 1.6093 KILOMETER
  • ACRE = 0.4047 HECTARE
  • POUND = 0.4536 KILOGRAM
  • DEGREE FARENHEIT X 5/9 – 32 = DEGREE
  • CELSIUS
  • MILLIMETRE= 0.0394 INCH
  • METRE = 3.2808FOOT
  • METRE = 1.0936YARD
MATERIAL CALCULATION:
CEMENT IN BAGS
  • 01. PCC 1:5:10 1440/5*0.45 129.60Kg 2.59
  • 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) 144/2*0.45 324.00Kg 6.48
  • 06. RCC 1:1.5:3(M 20) 1440/1.5*0.45 32.00Kg
  • 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. 2″tk precast slab M15 324*0.05 16.20Kg 0.32
  • 13. 3″tk 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 Masonry
  • CM 1:6, 200mm tk/m¬2¬ 10.00Kg 0.20
SAND CALCULATION (CFT):
  • 01. Any Concrete Work
  • (PCC, RCC) 0.45*35.315= 20.00
  • 02. Damp Proof Course
  • CM `1:3, 20mm tk 1.00
  • 03. 2″tk Precast slab M15 1.00
  • 04. 3″tk Precast slab M15 1.50
  • 05. SS Masonry in CM 1:7 15.00
  • 06. Brick Work in CM 1:6 15.00
  • 07. Brick Work in CM 1:4,115mm tk 2.00
  • 08. Grano Flooring in CC 1:1.5:3 1.00
  • 09. Plastering in CM 1:3, 12mm tk 1.00
  • 10. Wall Plastering CM 1:4, 12mm tk 1.00
  • 11. Laying Pressed Tiles over a CM 1:4, 20mm tk
  • 1.00
  • 12. Ceramic Tiles, Marble, Granite, Cuddapah slab
  • CM 1:4, 20mm tk 1.00
METAL CALCULATION:
  • 01. Any Concrete Work 32.00 cft
  • 02. Grano Flooring in CC 1:1.5:3, 50mm tk 1.60
  • cft
  • 03. Grano Flooring in CC 1:1.5:3, 75mm tk 2.40
  • cft
  • 04. Grano Flooring in CC 1:1.5:3, 100mm tk 3.20
  • cft
  • 05. Bricks/cum 450.00 Nos
  • 06. Size Stone/ cum 90.00 Nos
  • 07. Rough Stone 10.00 cft
  • 08. Bond Stone/ cum 10.00 Nos
  • 09. Cement Paint/100 Sft 2.00 Kg
  • 10. White Cement/100 Sft 2.00 Kg
  • 11. Janathacem/100 Sft 1.50 Kg
  • 12. Enamel Paint/100 Sft – 2 Coats 1.25 Litre
  • 13. Wall Putty/100 Sft 10.00 Kg
  • 14. Plaster of Paris/100 Sft 25.00 Kg
  • 15. Distember/100 Sft 2.00 Kg
  • 16. Cement Primer 0.60 Litre
  • 0.40 Litre
  • 17. Weathering Course
  • Lime 12.50 Kg
  • Brick bats 32.00 Kg
  • 18. Providing Sand Gravel Mix- Cum
  • Sand 20.00 Cft
  • Gravel 40.00 Cft
  • 19.WBM – 75mm tk – 1st Layer – 10 Sqm
  • Metel(60-40 mm) 35.00 Cft
  • Gravel 10.00 Cft
  • 20. Pressed Tiles – Sqm 20.00 Nos
  • 21. Hollow Block – 200mm tk 14.00 Nos
CONVERSION TABLE:
  • 01. 1 RM 3.28 Rft
  • 02. 1 Sqm 10.76 Sft
  • 03. 1 Cum 35.32 Cft
  • 04. 1 Inch 2.54 cm
  • 05. 1 sft 0.09Sqm
  • 06. 1 Acre 0.04 Hectare
  • 07. 1 Hectare 2.47 Acres
  • 08. 1 Cft 0.028 Cum
  • 09. 1 Feet 12.00 Inch
  • 10. 1 Feet 0.305 M
  • 11. 1 Cum 1000.00 Litre
Last Word_ Jamin mapni ane antar Related all map and patrak available on freshgujarat.com website 2020

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