Basic

Basic

Prakash

Jay G:

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:

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

SSM 1:7/m3 = Slize 95 + Soiling 8 Cft +60.5 Kg

Current = 1000 Watts = 1 Unit, 25Watt*40Hr = 1

Unit

Sunshade = 65mm - 0.56 bag/m2,

= 90mm - 0.78 bag/m2

Tiles, Kotta, Marble - 0.33 bag/m2

Press Tiles - 0.22 bag/m2

Ceilling & RCC plasreting 1:3 - 0.13 bag/m2

Wall 1:5 - 0.09 bag/m2

Smoothplast 1:3 - 0.18 bag/m2,

Brick on edge - 0.08/Rmt

Pavement 75 tk - 0.49/m2

Floorfinish CM 1:4 - 0.15bag/m2

EFFECTIVE COVER:

Footing = 50mm, Column = 40mm, Slab = 20mm,

Beam = 25mm

NitoFloorHarder = 3 Kg/m2, Fibre Mash - 0.9 Kg/

m3

REINFORCEMENT STEEL FOR CONCRETE ITEM -

Kg/m3:

Column = 125, Footing = 75, Slab = 65, Beam =

120

RC Wall = 80, Min.Plot Area req for Approval =

95m2

FABRICATION STEEL (TRUSS+PULIN):

20-30m span 1m2 = 25 Kg,

40m & above 1m2 = 33 kg

UG Sump = 12 Kl(3*2*2m)

= 24 Kl(4*2.5*2.5m)

Column Lead for Resi - 2.0T/m2 per Floor

FSI:

Resi - 17m2/250m2

Shop - 17m2/200m2

Min.Width - 6msi - 17m2/250m2

Shop - 17m2/200m2

Min.Width - 6m

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