Rate Analysis

School of Building Science & TechnologyQuantity Surveying & Specifications

RATE ANALYSISStudent Name: Japan ShahCode No: 2404

ItemItem Description Unit Quantity Rate Amount

No.1.01

Cu.m

For 10 Cum

[A] Materials --- --- ---

[B] Labours Skilled Nos. --- 150 --- Unskilled Nos. 5 90 450.00

Total labour rate 450.00

[C] Water + electric @ 2% of A+B --- --- 9.00

[D] Tools, Equipments & plants @ 2% A+B --- --- 9.00

[E] Scaffolding @ 2% A+B --- --- ----

[F] Profit & overhead @ 15% of A+B+C+D --- --- 70.2

Total cost 538.20

Unit Rate 54

Checked by:

Name of the Project: Vrajnandan Bunglows

Excavation for foundation up to 1.5 M depth including sorting out and stacking of useful materials, removing of grass or plants, and disposing of the excavated stuff up to 50 M. lead. In ordinary soil.

Date: Page No.




No.1.03

Cu.m

For 10 Cum


[B] Labours Skilled Nos. --- 150 --- Unskilled Nos. 2.6 90 234.00




[E] Scaffolding @ 2% A+B --- --- ----


Total cost 279.86

Unit Rate 28


Filling available excavated earth (including rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consoladating each deposited layer by ramming and watering.

Checked by:Date: Page No.




No.1.04

Cu.m

For 10 Cum


[B] Labours Skilled Nos. --- 150 --- Unskilled Nos. 2.5 90 225.00




[E] Scaffolding @ 2% A+B --- --- ----


Total cost 269.10

Unit Rate 27


Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc. comp.



Item Item Description Unit Quantity Rate AmountNo.1.02

Cu.m

For 10 Cum


[B] Labours Skilled Nos. --- 150 --- Unskilled Nos. 2 90 180.00




[E] Scaffolding @ 2% A+B --- --- ----


Total cost 215.28

Unit Rate 22



Filling in excavated trenches with sand under B.B.C.C. including watering ramming, consolidating and dressing etc. comp.



Remarks

Rs

Rs/Cum



ItemItem Description Unit Quantity Rate Amount Remarks

No.3.01

Cu.m

For 10 Cum

[A] Materials

Bricks Nos. 4314 2.10 9059.40

Cement Bags 12.14 200.00 2428.00

Sand cu.m. 2.74 142.00 389.08

Total material rate 11876.48

[B] Labours Skilled Nos. 8.2 150.00 1230.00 Unskilled Nos. 18 90.00 1620.00




[E] Scaffolding @ 2% A+B --- --- 294.53

[F] Profit & overhead @ 15% of A+B+C+D+E --- --- 2341.51032

Total cost 17951.58 Rs

Unit Rate 1795 Rs/Cum



Brick work using common brunt clay building bricks having crusing strength not less than 35 Kg/S.cm. in foundation and plinth in cement mortar 1:4 (1cement : 4 fine sand), Conventional



Calculation for rate analysis for Brick work for 10 Cum

[A] Materials1. Bricks Total No= 10 / (0.24 X 0.125 X 0.085) = 3921.56 10% Wastage=3922 x 1.1= 4314 bricks

2. Cement Wet Mortar =

= 2.22 + 5% Wastage = 2.33 cu.m.

Dry Mortar = 2.33 x 1.25 (25% Shrinkage Factor) = 2.91 cu.m

Cement =

3. Sand Sand

= 2.49 + 10% Wastage = 2.74 cu.m.



10×[ (0.24×0.125×0 . 085 )−(0 .23×0.115×0 .075 ) ]0 . 24×0 . 125×0 .085

2.917

=0. 416+2%Wastage

=0 .420 .0345

=12 .41Bags

=2 .91×67




No.3.02

Cu.m

For 10 Cum

[A] Materials

Bricks Nos. 4314 2.10 9059.40

Cement Bags 12.14 200.00 2428.00

Sand cu.m. 2.74 142.00 389.08


[B] Labours Skilled Nos. 9.8 150.00 1470.00 Unskilled Nos. 21.3 90.00 1917.00




[E] Scaffolding @ 2% A+B --- --- 305.27






Brick work using common brunt clay building bricks having crusing strength not less than 35 Kg/S.cm. for Ground floor in cement mortar 1:4 (1cement : 4 fine sand), Conventional




No.3.03

Sq.m

For 10 Sqm

[A] Materials

Bricks Nos. 539 2.10 1131.90

Cement Bags 1.38 200.00 276.00

Sand cu.m. 0.20 142.00 28.40






[E] Scaffolding @ 2% A+B --- --- 37.13



Unit Rate 226 Rs/Sqm



Half brick masonary in common brunt clay building bricks having crushing strength not less than 35 Kg./Sq.cm. in cement mortar 1:3 (1 Cement : 3 coarse sand) in Ground floor., Conventional



Calculation for rate analysis for Brick work for 10 Sqm

[A] Materials1. Bricks Bricks = 0.24 x 0.085 = 0.0204 = 10 / 0.0204 = 490.20 = 490.20 + 10% Wastage = 539 Bricks

2. Cement Wet Mortar = [10 - (490 x 0.23 x 0.075)] x 0.115 = 0.18 + 5% Wastage = 0.19 cu.m. Dry Mortar = 0.19 x 1.25 (25% Shrinkage Factor) = 0.24 cu.m.

Cement = 0.24 / 4 = 0.048 + 2% Wastage = 1.38 Bags

3. Sand Qty = 0.24 x 3 /4 = 0.18 + 10% Wastage = 0.20 cu.m.






No.3.04

Cu.m

For 10 Cum

[A] Materials

Bricks Nos. 4314 2.10 9059.40

Cement Bags 12.14 200.00 2428.00

Sand cu.m. 2.74 142.00 389.08


[B] Labours Skilled Nos. 9.8 150.00 1470.00 Unskilled Nos. 21.3 90.00 1917.00 10% extre labour for rise 338.70




[E] Scaffolding @ 2% A+B --- --- 312.04






Brick work using common brunt clay building bricks having crusing strength not less than 35 Kg/S.cm. for First floor in cement mortar 1:4 (1cement : 4 fine sand), Conventional




No.3.05

Sq.m

For 10 Sqm

[A] Materials

Bricks Nos. 539 2.10 1131.90

Cement Bags 1.38 200.00 276.00

Sand cu.m. 0.20 142.00 28.40



10% extra labour for rise 42.00Total labour rate 462.00



[E] Scaffolding @ 2% A+B --- --- 37.97






Half brick masonary in common brunt clay building bricks having crushing strength not less than 35 Kg./Sq.cm. in cement mortar 1:3 (1 Cement : 3 coarse sand) in First floor., Conventional




No.3.06

Cu.m

For 10 Cum

[A] Materials

Bricks Nos. 4314 2.10 9059.40

Cement Bags 12.14 200.00 2428.00

Sand cu.m. 2.74 142.00 389.08


[B] Labours Skilled Nos. 9.8 150.00 1470.00 Unskilled Nos. 21.3 90.00 1917.00 20% extre labour for rise 677.40




[E] Scaffolding @ 2% A+B --- --- 318.82






Brick work using common brunt clay building bricks having crusing strength not less than 35 Kg/S.cm. for tarrace in cement mortar 1:4 (1cement : 4 fine sand), Conventional




No.3.07

Sq.m

For 10 Sqm

[A] Materials

Bricks Nos. 539 2.10 1131.90

Cement Bags 1.38 200.00 276.00

Sand cu.m. 0.20 142.00 28.40



20% extra labour for rise 84.00Total labour rate 504.00



[E] Scaffolding @ 2% A+B --- --- 38.81






Half brick masonary in common brunt clay building bricks having crushing strength not less than 35 Kg./Sq.cm. in cement mortar 1:3 (1 Cement : 3 coarse sand) in Tarrace., Conventional




No.2.01

Cu.m

For 10 Cum

[A] Materials

Cement Bags 36.31 200.00 7262.00

Sand Cum 5.14 142.00 729.88

Brick bats Cum 10.28 175.00 1799.00






[E] Scaffolding @ 2% A+B --- --- ----


Total cost 14774.04

Unit Rate 1477



Providing and laying brick bat cement concrete 1:5:10 (1 Cement : 5 Course sand : 10 hand broken bricks) including ramming, curing complete



Calculation for rate analysis for BBCC for 10 Cum

[A] Materials

1. Cement Wet Mix = 10cu.m.

Dry Mix = 15.2 cu.m. (52% Shrinkage Factor)

Cement = 15.2 / 13 = 1.17 / 0.0345 = 35.60 Bags +2% Wastage = 36.31 Bags

2. Sand Qty = (15.2 x 4) / 13 = 4.67 + 10% Wastage = 5.14 cu.m.

3. Brick bats Brick bats = (15.2 x 8) / 13 = 9.35 + 10% Wastage = 10.28 cu.m.

Checked by:


Date: Page No.




No.2.03

Cu.m

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30

Grit (10mm. Down Size) Cum 2.96 300.00 888.00

Kapchi (20mm. Down Size) Cum 5.93 350.00 2075.50





[D] Tools, Equipments & plants @ 2% A+B --- --- 457.58 Mixer Machine (On Rent) 120.00 Needle Vibrator 60.00

[E] Scaffolding @ 2% A+B --- --- 457.58


Total cost 28047.87

Unit Rate 2805



Providing and laying reinforced cement concrete 1:1.5:3 (1 Cement : 1.5 Course sand : 3 broken stone aggregate 40 m.m nominal size) including compcting and curing, excluding cost of form work and reinforcement complete in coping and plinth beem



Calculation for rate analysis for RCC for 10 Cum

[A] Materials


Dry Mix = 15.2 cu.m. (52% Shrinkage Factor) = 15.5 cu.m. (2% Wastage)

Cement = 15.5 / 5.5 = 2.82 + 2% Wastage = 2.88 / 0.0345 = 81.35 bags

2. Sand Qty = (15.5 x 1.5) / 5.5 = 4.23 + 10% Wastage = 4.65 cu.m.

Coarse Aggregates = (15.5 x 3) / 5.5 = 8.46 cu.m. = 10.28 cu.m.

3. Grit Grit (33%) = 8.46 x 0.33 = 2.62 +5% Wastage = 2.96 cu.m.

4. Kapchi Kapchi = 8.46 x 0.67 = 5.64 + 5% Wastage = 5.93 cu.m.

Checked by:


Date: Page No.




No.

3.03 Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 480.50


Total cost 29493.23

Unit Rate 2949


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for column including curing etc. complete excluding formwork and reinforcement below plinth lvl.





No.

3.04

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 460.88


Total cost 28297.39

Unit Rate 2830


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for coping and for plinth beam including curing etc. complete excluding formwork and reinforcement for above plinth lvl. and below GF slab.





No.

3.05

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 489.56


Total cost 30045.44

Unit Rate 3005


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg 20mm down size) for column including curing etc. complete excluding formwork and reinforcement for above plinth upto GF slab.





No.

3.06

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 482.06


Total cost 29588.31


Providing and laying reinforced cement concrete in 1:1.5:3(1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for lintel bend and chajja slab including curing etc. complete excluding formwork and reinforcement for above plinth and upto GF slab.

Unit Rate 2959





No.3.07

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 478.76


Total cost 29387.18


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for beam including curing etc. complete excluding formwork and reinforcement for above plinth and upto GF slab.

Unit Rate 2939





No.3.08

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 505.16



Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for stair case including curing etc. complete excluding formwork and reinforcement for above plinth and below GF slab.

Total cost 30996.26

Unit Rate 3100





No.

3.09

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 467.06



Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for slab including curing etc. complete excluding cost of formwork and reinforcement for above plinth and below GF slab.

Total cost 28674.06

Unit Rate 2867





No.

3.10

Cum

For 10 Cum

[A] Materials

Cement Bags 36.31 200.00 7262.00

Sand Cum 5.14 142.00 729.88

Brick bats Cum 10.28 175.00 1799.00


[B] Labours Skilled Nos. 3.10 150.00 465.00 Unskilled Nos. 23.30 90.00 2097.00 10% extra for rise 256.20




[E] Scaffolding @ 2% A+B --- --- 56.54


Total cost 15460.03


Providing and laying BBCC in 1:4:8 (1-cement, 4-fine agg. 8-brick bat) including curing, ramming etc. complete for above GF slab below FF slab.

Unit Rate 1546





No.

3.11

Cum

For 10 Cum

[A] Materials

Cement Bags 65.55 200.00 13110.00

Sand Cum 4.88 142.00 692.96

Sinder Cum 9.55 500.00 4775.00






[E] Scaffolding @ 2% A+B --- --- 55.80


Total cost 25968.53


Providing and sinder concrete in 1:2:4 for sunk slab filling including curing etc. complete above GF slab below FF slab.

Unit Rate 2597




Calculation for rate analysis for Sinder concerte for 10 Cum

[A] Materials



Cement = 15.2 / 7 = 2.21 / 0.0345 = 64.26 Bags +2% Wastage = 65.55 Bags

2. Sand Qty = (15.2 x 2) / 7 = 4.34 + 10% Wastage = 4.88 cu.m.

3. Sinder Brick bats = (15.2 x 4) / 7 = 8.68 + 10% Wastage = 9.55 cu.m.






No.3.12

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30









Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg 20mm down size) for column including curing etc. complete excluding formwork and reinforcement for above GF slab & upto FF slab.

Mixer Machine (On Rent) 120.00 Needle Vibrator 60.00

[E] Scaffolding @ 2% A+B --- --- 498.72


Total cost 30604.23

Unit Rate 3060





No.

3.13

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for lintel bend and chajja above including curing etc. complete excluding formwork and reinforcement for above GF slab upto FF slab.


[E] Scaffolding @ 2% A+B --- --- 490.47


Total cost 30101.39

Unit Rate 3010





No.

3.14

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30




[B] Labours Skilled Nos. 5.10 150.00 765.00 Unskilled Nos. 51.10 90.00 4599.00 10 % extra for rise 536.40



Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for stair case including curing etc. complete excluding formwork and reinforcement for above GF slab upto FF slab.



[E] Scaffolding @ 2% A+B --- --- 515.88


Total cost 31650

Unit Rate 3165.01





No.3.15

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30




[B] Labours Skilled Nos. 5.30 150.00 795.00 Unskilled Nos. 53.00 90.00 4770.00 10 % extra for rise 556.50


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for concrete fins including curing etc. complete excluding formwork and reinforcement for above GF slab upto FF slab.




[E] Scaffolding @ 2% A+B --- --- 520.31


Total cost 31919.65

Unit Rate 3192





No.3.16

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30






Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for beam including curing etc. complete excluding formwork and reinforcement for above GF slab and upto FF slab.




[E] Scaffolding @ 2% A+B --- --- 478.76


Total cost 29387.18

Unit Rate 2939





No.3.17

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30




[B] Labours Skilled Nos. 5.00 150.00 750.00


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for slab including curing etc. complete excluding formwork and reinforcement for above GF upto FF slab.

Unskilled Nos. 30.10 90.00 2709.00Total labour rate 3459.00



[E] Scaffolding @ 2% A+B --- --- 467.06


Total cost 28674.06

Unit Rate 2867





No.3.18

Cum

For 10 Cum

[A] Materials

Cement Bags 36.31 200.00 7262.00

Sand Cum 5.14 142.00 729.88

Brick bats Cum 10.28 175.00 1799.00




Providing and laying BBCC in 1:4:8 (1-cement, 4-fine agg. 8-brick bat) including curing, ramming etc. complete for above FF slab and upto SF slab.




[E] Scaffolding @ 2% A+B --- --- 257.31


Total cost 15682.78

Unit Rate 1568





No.

3.19

Cum

For 10 Cum

[A] Materials

Cement Bags 65.55 200.00 13110.00

Sand Cum 4.88 142.00 692.96

Sinder Cum 9.55 500.00 4775.00




Providing and sinder concrete in 1:2:4 for sunk slab filling including curing etc. complete above FF slab and upto SF slab.




[E] Scaffolding @ 2% A+B --- --- 433.05


Total cost 26394.23

Unit Rate 2639





No.

3.20

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30




Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement,

1.5-fine agg. 3- coarse agg 20mm down size) for column including curing etc.

complete excluding formwork and reinforcement for above FF slab and

upto SF slab.






[E] Scaffolding @ 2% A+B --- --- 507.89


Total cost 31163.02

Unit Rate 3116





No.

3.21

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30



Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg.) for lintel bend and chajja including curing etc. complete excluding formwork and reinforcement for above FF slab and upto SF slab.







[E] Scaffolding @ 2% A+B --- --- 498.89


Total cost 30614.47

Unit Rate 3061





No.

3.22

Cum

For 10 Cum

[A] Materials

Cement Bags 81.35 200.00 16270.00


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for beam including curing etc. complete excluding formwork and reinforcement for above FF slab & upto SF slab.

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 494.93


Total cost 30373.11

Unit Rate 3037





No.

3.23

Cum

For 10 Cum

[A] Materials


Providing and laying reinforced cement concrete in 1:1.5:3 (1-cement, 1.5-fine agg. 3- coarse agg. 20mm down size) for slab including curing etc. complete excluding formwork and reinforcement for above FF slab upto SF slab.

Cement Bags 81.35 200.00 16270.00

Sand Cum 4.65 142.00 660.30








[E] Scaffolding @ 2% A+B --- --- 480.89


Total cost 29517.37

Unit Rate 2952




Remarks

Rs

Rs/Cum



Calculation for rate analysis for BBCC for 10 Cum




Remarks

For 10 Cum

Rs

Rs/Cum



Calculation for rate analysis for RCC for 10 Cum




Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

Rs

Rs/Cum



Remarks

Rs

Rs/Cum



Calculation for rate analysis for Sinder concerte for 10 Cum




Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum



Remarks

For 10 Cum

Rs

Rs/Cum




No.4.01

Sq.m

For 1.5 Sqm

[A] Materials 12mm ply wood BWR grade Sqm 1.8 485 58.20 (divided by 15 - no of repetitions) Wooden battens Cum 0.04 12350 32.93 (divided by 15 - no of repetitions) Nails kg 0.25 40 10 Binding wire kg 0.25 35 8.75 Deshuttering oil Lit 0.15 15 2.25


[B] Labours Skilled 0.2 150 30 Unskilled 0.2 90 18


[C] Water + electric @ 2% of A+B 0.00

[D] Tools, Equipments & plants @ 2% A+B 3.20

[E] Profit & overhead 24.50

Total cost 187.84

Unit Rate 125


Providing and erecting formwork including deshuttering etc. complete for plinth beam and coping below plinth upto 1.5m depth.





No.4.03

Sq.m

For 0.72 Sqm footing

[A] Materials 12mm ply wood BWR grade Sqm 0.8 485 25.87 (divided by 15 - no of repetitions) Wooden battens Cum 0.02 12350 18.53 (divided by 15 - no of repetitions) Nails kg 0.1 40 4 Binding wire kg 0.12 35 4.2 Deshuttering oil Lit 0.1 15 1.5







Total cost 91.60

Unit Rate 127


Providing and erecting formwork including deshuttering etc. complete for padetal of column below plinth.




Calculation for rate analysis for 0.72 Sqm footing

Materials1. 12mm plywood Length=2 x (1.2+1.2+0.03) =4.86 (here 0.3 is for thickness of ply for both sides) Q=4.86 x 0.15=0.729 SqmTotal =0.729+10% wastage=0.8 Sqm

2. Battens Q=4.86 x 0.075 x 0.05=0.018 Cum Q=4 x 0.5 x 0.050 x 0.025=0.0025 CumTotal = 0.0205 + 10% wastage = 0.02253. Nails For first use for 10 Sqm= 5kg For other 15 uses= 1 Kg / every use Total weight= 20 Kg for 10 Sqm for 16 uses Total weight per Sqm per use = 20/10 x 16 = 0.125 Kg / Sqm Total weight for 0.72 Sqm=0.1 Kg

4. Binding Wire Assume 0.1 kg 5. Deshuttering oil Assume 0.1 Lit.






No.4.02

Sq.m

Rate analysis for 3.84 Sqm

[A] Materials 12mm ply wood BWR grade Sqm 4.38 485 141.62 (divided by 15 - no of repetitions) Wooden battens Cum 0.06 12350 52.69 (divided by 15 - no of repetitions) Props Nos. 6 50 15.00 (divided by 20 - no of repetitions) Nails kg 0.38 40 15.2 Binding wire kg 0.4 35 14 Deshuttering oil Lit 0.25 15 3.75 Shakanja Nos. 4 40 3.2


[B] Labours Skilled 0.96 150 144 Unskilled 0.77 90 69.3





Total cost 534.38

Unit Rate 139


Providing and erecting formwork including deshuttering etc. complete for column below plinth.




Calculations for rate analysis for 3.84 Sqm of column formwork

Materials1. 12mm plywood Q= 2 x 0.35 x 2.4 =1.68 Q=2 x (0.45 + 0.03) x 2.4=2.30 (here 0.3 is for thickness of ply for both sides)Total =3.98+10% wastage=4.38

2. Battens Vertical Q=10 x 0.075 x 0.025 x 2.4=0.045 Horizontal Q=2 x 3 x 0.075 x 0.025 x 0.50=0.0056 Q=2 x 3 x 0.075 x 0.025 x 0.35=0.0039 Q=2 x 4 x 0.25 x 0.075 x 0.025 =0.0038 (L=0.480-0.075-0.075-0.075=0.255) Q=2 x 4 x 0.2 x 0.075 x 0.020 =0.0024 (L=0.350-0.075-0.075=0.2) Total=0.0157Total=0.061 + 5% wastage=0.064

3. Props 6 Nos.

4. Nails For first use for 10 Sqm= 5kg For other 15 uses= 1 Kg / every use Total weight= 20 Kg for 10 Sqm for 16 uses Total weight per Sqm per use = 20/10 x 16 = 0.125 Kg / Sqm Total weight for 3.84 Sqm=0.48 Kg

5. Binding Wire Assume 0.5 kg 6. Deshuttering oil


Assume 0.5 Lit.

7. Shakanja Total 6 Nos.





No.4.04

Sq.m




[B] Labours Skilled 1 150 150 Unskilled 0.9 90 81





Total cost 555.14

Unit Rate 145


Providing and erecting formwork including deshuttering etc. complete for column above plinth and upto Ground Floor slab.





No.4.05

Sq.m


[A] Materials 12mm ply wood BWR grade Sqm 3.61 485.00 116.72 (divided by 15 - no of repetitions) Wood Cum 0.02 12350.00 15.89 (divided by 15 - no of repetitions) Props Nos. 3 50.00 7.50 (divided by 20 - no of repetitions) Nails kg 0.5 40.00 20.00 Binding wire kg 0.5 35.00 17.50 Deshuttering oil Lit 0.4 15.00 6.00







Total cost 428.98

Unit Rate 143


Providing and erecting formwork including deshuttering etc. complete for lintel and chajja above plinth and upto Ground Floor slab lvl.





Materials1. 12mm plywood For sides 2 x 0.25 x 5=2.5 Sqm For bottom = 1.3 x 0.23 = 0.3 Sqm For bottom= 0.46 x 1.76 = 0.81 Sqm Total = 3.61 Sqm

2. Wood Qty = (5+ 0.46) x 2 x 0.025 x 0.050 =0.0136 Qty = 2 x 1.76 x 0.025 x 0.05=0.004 Total =0.0193






No.12.02

Sq.m









Total cost 577.67


Providing and erecting formwork including deshuttering etc. complete for Stair case from G.F. to F.F.

Unit Rate 142





Materials1. 12mm plywood For Decking: Inclined Length = 1.54 m Q= 0.915 x 1.54 =1.41 Sqm Landing = 0.915 x 0.665 m Q= 0.915 x 0.665 =0.84 Sqm

For Risers: Nos - 5 (0.180 x 0.915) Q= 5 x 0.915 x 0.18 = 0.82 Sqm

For Strings: Flight Length = 1.54 m (.34 x 1.54) Nos. - 2 Q= 2 x 1.54 x 0.34 = 1.09 Sqm Landing = 1.14 x 0.125 m (Sides - 2) Q= 2 x 1.14 x 0.125 = 0.28 Sqm For Winder Side a (0.915 x 0.23) 0.915+.030 = 0.945 Q= 0.945 x 0.23 = 0.22 Sqm For Winder Side b (0.915 x 0.16) Q= 0.915 x 0.18 = 0.16 Sqm Total = 4.59 + 5% Wastage = 4.81 Sqm


PROJECTION

WAIST SLAB

DUE TO WINDER

OF FLIGHT 2

FLIGHT 1

230 18

0

WINDER (BRICK

900

1250

MASONRY)WAIST SLAB

250

180

STEPS

LANDING

665





No.4.06

Sq.m

For 1.98 Sqm beam formwork

[A] Materials 12mm ply wood BWR grade Sqm 1.677 485 54.22 (divided by 15 - no of repetitions) Wooden battens Cum 0.07 12350 53.52 (divided by 15 - no of repetitions) Props Nos 5 50 12.5 Nails kg 0.25 40 10 Binding wire kg 0.2 35 7 Deshuttering oil Lit 0.2 15 3 Shankaja Nos 5 40 4


[B] Labours Skilled 0.59 150 88.5 Unskilled 0.4 90 36





Providing and erecting formwork including deshuttering etc. complete for beam at Ground Floor slab.


Total cost 310.54

Unit Rate 157




Calculation for rate analysis for 1.98 Sqm beam formwork

Materials1. 12mm plywood Length=2 x (0.28+0.025) x 2.5=1.525 (here 0.025 is for thickness of ply for both sides)

Total =1.525+10% wastage=1.677 Sqm

2. Battens Bottom=0.025 x 0.230 x2.5=0.0144 Cum Sides=2 x 2 x 0.075 x 0.050 x 2.5=0.0375 Cum Sides=2 x 6 x 0.130 x 0.050 x 0.025=0.00195 Cum T head= 5 x 0.3 x 0.075 x 0.05=0.0056 CumTotal = 0.0594 + 10% wastage = 0.065 Cum

3. Props Total Nos. 5

4. Nails For first use for 10 Sqm= 5kg For other 15 uses= 1 Kg / every use Total weight= 20 Kg for 10 Sqm for 16 uses Total weight per Sqm per use = 20/10 x 16 = 0.125 Kg / Sqm Total weight for 1.975 Sqm=0.25


5. Binding Wire Assume 0.2 kg 6. Deshuttering oil Assume 0.2 Lit.

7. Shankaja Total No 5





No.4.07

Sq.m

For 12.8 Sqm

[A] Materials Shuttering plate Nos. 23.7 300 203.14 (divided by 35 - no of repetitions) Wooden battens Cum 0.16 12350 130.09 (divided by 15 - no of repetitions) Props Nos. 42 50 140.00 (divided by 15 - no of repetitions) Nails kg 1.6 40 64 Binding wire kg 1.5 35 52.5 Deshuttering oil Lit 2 15 30






Providing and erecting formwork including deshuttering etc. complete for Ground Floor slab.


[E] Profit & overhead @ 15% of A+B+C+D 197.54

Total cost 1514.49

Unit Rate 118



CALCULATIONS FOR RATE ANALYSISStudent Name: Japan ShahCode No: 2404

Calculation for 12.8 Sqm

[A] Materials1. Shuttering plate Area of 1 plate= 0.9 x 0.6=0.54 Sqm No of Shuttering plates= 12.8/0.54 = 23.7 Nos

2. Battens Total No= 4/0.9 = 5+1=6 Nos Total volume= 6 x 3.2 x 0.1 x 0.075 = 0.144 Material wastage 10% = 0.144 x 1.1 = 0.158

3. Props Total Nos.= 42 Nos

4. Nails For first use for 10 Sqm= 5kg For other 15 uses= 1 Kg / every use Total weight= 20 Kg for 10 Sqm for 16 uses Total weight per Sqm per use = 20/10 x 16 = 0.125 Kg / Sqm Total weight for 12.8 Sqm=1.6 Kg

5. Binding Wire Assume 1.5 Kg for 12.8 Sqm slab formwork


6. Deshuttering Oil Assume 2 Lit. for 12.8 Sqm formwork

[B] Labours Skilled 0.23 / Sqm Unskilled 0.2/ Sqm Total Skilled = 0.23 x 12.8= 2.94 Total Unskilled = 0.23 x 12.8= 2.54





No.4.08

Sq.m




[B] Labours Skilled 1 150 150 Unskilled 0.9 90 81


Providing and erecting formwork including deshuttering etc. complete for stub column of First Floor.

10% extra for rise 23.1Total labour rate 254.10




Total cost 582.23

Unit Rate 152





No.4.09

Sq.m




[B] Labours Skilled 0.80 150 120


Providing and erecting formwork including deshuttering etc. complete for lintel and chajja at First Floor Lintel Level.

Unskilled 0.69 90 62.1 10 % extra for rise 18.21





Total cost 450.34

Unit Rate 151





No.4.14

Sq.m





Providing and erecting formwork including deshuttering etc. complete for Sloping Roof at First Floor Lintel slab.

[B] Labours Skilled 1.2 150 180 Unskilled 1.1 90 99 10% extra for rise 27.9





Total cost 644.17

Unit Rate 168





No.4.10

Sq.m




Providing and erecting formwork including deshuttering etc. complete for beams First Floor slab level.


[B] Labours Skilled 0.59 150 88.5 Unskilled 0.4 90 36 10% extra for rise 12.45





Total cost 325.14

Unit Rate 164





No.4.11

Sq.m

For 12.8 Sqm



Providing and erecting formwork including deshuttering etc. complete for First Floor slab.


[B] Labours Skilled 2.94 150 441 Unskilled 2.56 90 230.4 10% extra for rise 67.14





Total cost 1593.25

Unit Rate 124





Sq.m





Providing and erecting formwork including deshuttering etc. complete for Lintel beams First Floor lintel level.






Total cost 296.11

Unit Rate 150





Sq.m

For 12.8 Sqm




Providing and erecting formwork including deshuttering etc. complete for First Floor Lintel slab.

[B] Labours Skilled 2.5 150 375 Unskilled 2 90 180 10% extra for rise 55.5





Total cost 1443.06

Unit Rate 113




Remarks

Rs/Sqm



Length=2 x (1.2+1.2+0.03) =4.86 (here 0.3 is for thickness of ply for both sides)



Remarks

Rs/Sqm



Q=2 x (0.45 + 0.03) x 2.4=2.30 (here 0.3 is for thickness of ply for both sides)



Remarks

Rs/Sqm



Remarks

Rs/Sqm



For Winder Side a (0.915 x 0.23)

For Winder Side b (0.915 x 0.16)

WINDER (BRICK

900

1250

MASONRY)WAIST SLAB

250

180

STEPS

LANDING

665



Remarks

Rs/Sqm



Length=2 x (0.28+0.025) x 2.5=1.525 (here 0.025 is for thickness of ply for both sides)



Remarks

Rs

Rs / Sqm





Remarks

Rs/Sqm



Remarks

Rs

Rs / Sqm



Remarks

Rs/Sqm



Remarks

Rs

Rs / Sqm




No.5.01

Kg.

For 100 Kg

[A] Materials Reinforcement Bars kgs. 102.00 33.00 3366.00 Binding wire (@ 1.3kg/ 100kgs.) kgs. 13.00 35.00 455.00


[B] Labours Skilled 1 150 150 Unskilled 1 90 90




[E] Scaffolding @ 2% A+B --- --- 0.00



Unit Rate 48 Rs / Kg

Checked by:


Providing, fabricating & erecting tor steel ( yield strength 4250 kg/cm2 ) bars for RCC work Including binding, bending and placing in position etc. complete. for below plinth level. (coping, footing, plinth beam, column)

Date: Page No.




No.5.02

Kg.

For 100 Kg







[E] Scaffolding @ 2% A+B --- --- 0.00





Providing, fabricating & erecting mild steel ( yield strength 2600 kg/cm2 )bars for RCC work Including binding, bending and placing in position etc. complete for below plinth level. (coping, footing, plinth beam, column)





No.5.03

Kg.

For 100 Kg







[E] Scaffolding @ 2% A+B --- --- 0.00





Providing, fabricating & erecting tor steel ( yield strength 4250 kg/cm2 ) bars for RCC work Including binding, bending and placing in position etc. complete. for Ground Floor slab level. (beam, slab, stub column)





No.5.04

Kg.

For 100 Kg







[E] Scaffolding @ 2% A+B --- --- 0.00





Providing, fabricating & erecting mild steel ( yield strength 2600 kg/cm2 )bars for RCC work Including binding, bending and placing in position etc. complete for Ground Floor slab level. (beam, slab, stub column)





No.5.05

Kg.

For 100 Kg



[B] Labours Skilled 1 150 150 Unskilled 1 90 90 10% extra for rise 24




[E] Scaffolding @ 2% A+B --- --- 0.00





Providing, fabricating & erecting tor steel ( yield strength 4250 kg/cm2 ) bars for RCC work Including binding, bending and placing in position etc. complete. for First Floor slab level. (beam, slab, stub column)




No.5.06

Kg.

For 100 Kg



[B] Labours Skilled 1 150 150 Unskilled 1 90 90 10% extra for rise 24




[E] Scaffolding @ 2% A+B --- --- 0.00






Providing, fabricating & erecting mild steel ( yield strength 2600 kg/cm2 )bars for RCC work Including binding, bending and placing in position etc. complete for First Floor slab level. (beam, slab, stub column)




No.6.01

Sq.m

For 100 Sqm

[A] Materials Cement Bags 16.94 160.00 2710.40 Sand Cum 2.29 110.00 251.90






[E] Scaffolding @ 2% A+B --- --- 135.15


Total cost 8237.15

Unit Rate 82

Checked by:


Proving and laying 20 mm thick double coat Mala finished cement plaster consisty of 10mm thick cement plaster each in two coats on fair sides of Brick walls for interior plastering in C.M. 1:3 (1 cement : 3 sand) including Mala finishing etc. complete for

Date: Page No.



Calculations for rate analysis of 100 Sqm

[A] Materials1st Coat (1:4)Wet Mortar = 100 x 0.012 = 1.20 + 10% Wastage = 1.32 cu.m.Dry Mortar = 1.32 x 1.25 (25% Shrinkage) = 1.65 cu.m.

Cement = 1.65 / 5 = 0.33 + 2% Wastage = 0.34 / 0.345 = 9.60 Bags

Sand = (1.65 x 4) / 5 = 1.32 + 10% Wastage = 1.45 cu.m.

2nd Coat (1:3)Wet Mortar = 100 x 0.008 = 0.80 + 10% Wastage = 0.82 cu.m.Dry Mortar = 0.82 x 1.25 (25% Shrinkage) = 1.02 cu.m.


Sand = (1.02 x 3) / 4 = 0.765 + 10% Wastage = 0.84 cu.m. For Third coat = 10 Kg Total weight=30.7 Kg + 10% wastage Total qty = 33.77 Kg






No.6.02

Sq.m

For 100 Sqm







[E] Scaffolding @ 2% A+B --- --- 73.00


Total cost 4449.35

Unit Rate 44


Proving and laying 20 mm thick double coat Mala finished cement plaster consisty of 10mm thick cement plaster each in two coats on ceiling, soffit of beam of concrete for interior plastering in C.M. 1:3 (1 cement : 3 sand) including Mala finishing etc. co





[A] MaterialsProportion 1:4Wet Mortar = 100 x 0.010 = 1.00 + 10% Wastage = 1.1 cu.m.Dry Mortar = 1.1 x 1.25 (25% Shrinkage) = 1.23 Cum


Sand = (1.65 x 4) / 5 = 0.98 + 10% Wastage = 1.08 Cum






No.6.03

Sq.m

For 100 Sqm







[E] Scaffolding @ 2% A+B --- --- 137.85


Total cost 8401.71

Unit Rate 84


Providing & applying 20mm thick double coat sand face external plaster consisry of 10mm thick plaster each in two coats, first coat in CM 1:4 (1cement : 4sand), second coat in CM 1:2 (1cemnt : 2sand) on fair sides of Brick wall including scaffolding, curi





[A] Materials1st Coat (1:4)Wet Mortar = 100 x 0.012 = 1.20 + 10% Wastage = 1.32 cu.m.Dry Mortar = 1.32 x 1.25 (25% Shrinkage) = 1.65 cu.m.



2nd Coat (1:4)Wet Mortar = 100 x 0.008 = 0.80 + 10% Wastage = 0.82 cu.m.Dry Mortar = 0.82 x 1.25 (25% Shrinkage) = 1.02 cu.m.








No.6.10

Sq.m

For 100 Sqm







[E] Scaffolding @ 2% A+B --- --- 142.74


Total cost 8699.76

Unit Rate 87


Proving and laying 20 mm thick double coat Mala finished cement plaster consisty of 10mm thick cement plaster each in two coats on over head water tank plastering in C.M. 1:3 (1 cement : 3 sand) including Mala finishing etc. complete for Tarrace.





No.6.06

Sq.m

For 100 Sqm


Water proofing agent @ 100ml/bag Lit 1.69 100.00 169.00Total material rate 3131.30

[B] Labours Skilled 8.00 150 1200 Unskilled 28.00 90 2520 10 % extra for rise 37.2




[E] Scaffolding @ 2% A+B --- --- 137.77


Total cost 8397.08

Unit Rate 84


Proving and laying 20 mm thick double coat Mala finished cement plaster consisty of 10mm thick cement plaster each in two coats on ceiling, soffit of beam of concrete for interior plastering in C.M. 1:3 (1 cement : 3 sand) including Mala finishing etc. complete for First Floor.





No.6.04

Sq.m

For 100 Sqm



[B] Labours Skilled 9.50 150 1425 Unskilled 30.00 90 2700 10% extra for lift 412.5




[E] Scaffolding @ 2% A+B --- --- 146.10


Total cost 8904.55

Unit Rate 89


Providing & applying 20mm thick double coat sand face external plaster consisry of 10mm thick plaster each in two coats, first coat in CM 1:4 (1cement : 4sand), second coat in CM 1:2 (1cemnt : 2sand) on fair sides of Concrete slab including scaffolding, c





No.6.05

Sq.m

For 100 Sqm



[B] Labours Skilled 8.50 150 1275 Unskilled 28.00 90 2520 20% extra for rise 759




[E] Scaffolding @ 2% A+B --- --- 150.33


Total cost 9162.37

Unit Rate 92


Proving and laying 20 mm thick double coat Mala finished cement plaster consisty of 10mm thick cement plaster each in two coats on fair sides of Brick walls for interior plastering in C.M. 1:3 (1 cement : 3 sand) including Mala finishing etc. complete for First Floor.





No.6.09

Sq.m

For 100 Sqm







[E] Scaffolding @ 2% A+B --- --- 82.60


Total cost 5034.47


Providing & applying 20mm thick double coat sand face external plaster consisry of 10mm thick plaster each in two coats, first coat in CM 1:4 (1cement : 4sand), second coat in CM 1:2 (1cemnt : 2sand) on both sides of Brick wall including scaffolding, curing etc. complete for at Tarrace level.

Unit Rate 50





No.6.07

Sq.m

For 100 Sqm



[B] Labours Skilled 9.50 150 1425 Unskilled 30.00 90 2700 20% extra for lift 825




[E] Scaffolding @ 2% A+B --- --- 154.35



Providing & applying 20mm thick double coat sand face external plaster consisry of 10mm thick plaster each in two coats, first coat in CM 1:4 (1cement : 4sand), second coat in CM 1:2 (1cemnt : 2sand) on fair sides of Brick wall including scaffolding, curing etc. complete for at First Floor level.

Total cost 9407.39

Unit Rate 94





No.6.08

Sq.m

For 100 Sqm



[B] Labours Skilled 9.50 150 1425 Unskilled 30.00 90 2700 30% extra for lift 1237.5




[E] Scaffolding @ 2% A+B --- --- 162.60


Providing & applying 20mm thick double coat sand face external plaster consisry of 10mm thick plaster each in two coats, first coat in CM 1:4 (1cement : 4sand), second coat in CM 1:2 (1cemnt : 2sand) on fair sides of Concrete slab including scaffolding, curing etc. complete for at First Floor level.


Total cost 9910.23

Unit Rate 99




Remarks

Rs

Rs / Sqm



= 1.20 + 10% Wastage

= 0.80 + 10% Wastage



Remarks

Rs

Rs / Sqm



= 1.00 + 10% Wastage



Remarks

Rs

Rs / Sqm



= 1.20 + 10% Wastage

= 0.80 + 10% Wastage



Remarks

Rs

Rs / Sqm



Remarks

Rs

Rs / Sqm



Remarks

Rs

Rs / Sqm



Remarks

Rs

Rs / Sqm




No.10.01

Sq.m

For 1.78 Sqm

[A] Materials

Teak Wood Cum 0.07 20000.00 1340.00

Glass Sqm 1.23 300.00 369.00

Beading Rmt 3.47 21.00 72.79

Bars Kg 10.85 32.00 347.20

Hardware

Handles Nos. 2.00 15.00 30.00

Hook & Eye Nos. 4.00 7.00 28.00

Butt Hinges Nos. 4.00 9.00 36.00

Stopper Nos. 4.00 10.00 40.00

Holdfast Nos. 4.00 3.00 12.00

Nails + Fevicol (2% of Hardware) 2.92Total material rate 2277.91

[B] Labours Skilled 2.31 150 346.5 Unskilled 0.71 90 63.9 Fixing 40




[E] Scaffolding @ 2% A+B --- --- 54.57


Total cost 3325.81

Unit Rate 1868

Checked by:


Providing and fixing frame of C P sag and glassed window including hardware, finishing etc. complete at Ground Floor level.

Date: Page No.



Calculations for rate analysis of 1.92 Sqm

[A] Materials

For Shutter: 1. Wood(30 mm): Style (Nos. - 4) Q= 4 x 0.03 x 0.075 x 1.3 = 0.0117 Cum Rails (Nos. - 4) Q= 4 x 0.03 x 0.075 x 0.685 = 0.00616 CumFor Frame: (125 x 65) Length = 1.37+1.37+1.3+1.3 = 5.34 Q= 0.125 x 0.065 x 5.34 = 0.0433 Cum Total = 0.06116Cum Total = 0.06116 + 10% Wastage = 0.0672

2. Glass (6 mm): Q= 2 x 0.535 x 1.15 = 1.23 Sqm

3. Beading: (0.685 + 1.15) Q= 2 x 2 x 0.685 x 1.15 = 3.466 CumTotal = 0.0024 + 5% Wastage = 0.00364. For steel bar (Nos. - 9) Q= 9 x 0.88 x 1.37 = 10.85 KgTotal = 10.85 + 5% Wastage = 16.275


6851520

1300

535

1150

GLAZING

HORNS

HOLDFAST

BEADING

FRAME

RAILS





No.10.02

Sq.m

For 1.92 Sqm

[A] Materials

BlockBoard Sqm 1.92 550.00 1056.00

6mm Plywood Sqm 3.84 260.00 998.40

Wood Cum 0.04 20000.00 878.00

Hardware

Handles Nos. 2.00 20.00 40.00

Tower Bolts Nos. 1.00 15.00 15.00

Butt Hinges Nos. 3.00 11.00 33.00

Aldrop Nos. 1.00 15.00 15.00

Holdfast Nos. 6.00 3.00 18.00






[E] Scaffolding @ 2% A+B --- --- 70.77


Total cost 4313.36

Unit Rate 2247


Providing and fixing frame of C P sag and flushed door including hardware, finishing etc. complete at Ground Floor level.




Calculations for rate analysis of 1.92 Sqm

[A] Materials

For Shutter: 1. Block Board (25 mm): Q= 0.915 x 2.1 = 1.92 Sqm Total = 1.92 + 5% Wastage = 0.096

2. Plywood (6 mm): Q= 2 x 0.915 x 2.1 = 3.84 SqmTotal = 3.84 + 5% Wastage = 4.03

3. Wood (5 mm): L= 6.03 Q= 2 x 0.040 x 6.03 x 0.005 = 0.0024 CumTotal = 0.0024 + 5% Wastage = 0.0036

For Frame: (125 x 65)3. Wood Length = 2.1+2.1+0.915 =5.115 Q= 0.125 x 0.065 x 5.115 = 0.0415 CumTotal = 0.0415 + 5% Wastage = 0.0436


HOLDFAST

HORNS

WOODEN FRAME

915

2100





No.10.05

Sq.m

For 1.78 Sqm

[A] Materials

Teak Wood Cum 0.07 20000.00 1340.00

Glass Sqm 1.23 300.00 369.00

Beading Rmt 3.47 21.00 72.79

Bars Kg 10.85 32.00 347.20

Hardware

Handles Nos. 2.00 15.00 30.00

Hook & Eye Nos. 4.00 7.00 28.00

Butt Hinges Nos. 4.00 9.00 36.00

Stopper Nos. 4.00 10.00 40.00

Holdfast Nos. 4.00 3.00 12.00






[E] Scaffolding @ 2% A+B --- --- 54.97


Total cost 3350.19


Providing and fixing frame of C P sag and glassed window including hardware, finishing etc. complete at First Floor level.

Unit Rate 1882





No.10.06

Sq.m

For 1.92 Sqm

[A] Materials

BlockBoard Sqm 1.92 550.00 1056.00

6mm Plywood Sqm 3.84 260.00 998.40

Wood Cum 0.04 20000.00 878.00

Hardware

Handles Nos. 2.00 20.00 40.00

Tower Bolts Nos. 1.00 15.00 15.00

Butt Hinges Nos. 3.00 11.00 33.00

Aldrop Nos. 1.00 15.00 15.00

Holdfast Nos. 6.00 3.00 18.00






[E] Scaffolding @ 2% A+B --- --- 71.17


Total cost 4337.74

Unit Rate 2259


Providing and fixing frame of C P sag and flushed door including hardware, finishing etc. complete at First Floor level.



Remarks

Rs

Rs / Sqm



6851520

1300

535

1150

GLAZING

HORNS

HOLDFAST

BEADING

FRAME

RAILS



Remarks

Rs

Rs / Sqm



HOLDFAST

HORNS

WOODEN FRAME

915

2100



Remarks

Rs

Rs / Sqm



Remarks

Rs

Rs / Sqm




No.

6.01

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80

White Cement Bags 6.00 550.00 3300.00

Marble (With Polishing) Sqm 105.00 970.00 101850.00Total material rate 109956.80





[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 133496.08

Unit Rate 1335


Providing and laying marble flooring with bed mortar 1:8 (1 cement, 8sand) including cutting finishing, filling up of joints, polishing etc. complete for above plinth lvl. below GF slab.





[A] MaterialsMarble = 100 sq.m. + 5% Wastage = 105 sq.m.

Wet Mortar = 100 x 0.05 = 5 cu.m.Dry Mortar = 5 cu.m. x 1.25 (Shrinkage Factor 25%) = 6.25 cu.m.

Cement = 6.25 / 7 = 0.89 + 2% Wastage = 0.90 / 0.0345 = 26 Bags

Sand = 6.25 x 6 / 7 = 5.35 + 10% Wastage = 5.88 cu.m.

White Cement = 3 kg. per sq.m. = 3 x 100 = 300 kgs. = 3 Bags.






No.6.02

Rmt

For 100 Rmt

[A] Materials

Cement (OPC) Bags 2.21 160.00 353.60

Sand Cum 0.08 110.00 8.80







[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 11032.50

Unit Rate 110


Providing and laying marble skirting of 75mm including cutting finishing, filling up of joints, polishing etc. complete. For above plinth lvl. below GF slab.





[A] MaterialsMarble = 100 x 0.075 = 7.5 sq.m. + 5% Wastage = 7.88 sq.m.Wet Mortar = 100 x 0.075 x 0.015 = 0.1125 cu.m. + 5% Wastage = 0.12 cu.m.

Dry Mortar = 0.12 x 1.25 (Shrinkage Factor 25%) = 0.15 cu.m.

Cement = 0.15 / 2 = 0.075 + 2% Wastage = 2.21 Bags

Sand = 0.15 / 2 = 0.075 + 10% Wastage = 0.08 cu.m.

White Cement = 3 kgs. per sq.m. = 3 x 7.88 = 23.64kgs. = 0.47 bags






No.6.03

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80

Glazed Tiles Sqm 105.00 375.00 39375.00

White cement Bags 0.50 550.00 275.00

Colouring pigment Kg 1.00 75.00 75.00Total material rate 44531.80





[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 55082.74

Unit Rate 551


Providing and laying of glazed tiles for floor in bathroom terrace etc. including cutting finishing, filling up of joints etc. complete. for above plinth lvl. below GF slab.





No.6.04

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 18.49 160.00 2958.40

Sand Cum 0.69 110.00 75.90

Glazed Tiles Sqm 105.00 375.00 39375.00







[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 53113.52

Unit Rate 531


Providing and laying of glazed tiles for vertical surface in bathroom, kitchen etc. including cutting finishing, filling up of joints etc. complete. for above plinth lvl. below GF slab.





No.6.05

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80







[E] Scaffolding @ 2% A+B --- --- 0.00




Providing and laying marble flooring for steps with bed mortar 1:8 (1 cement, 8sand) including cutting finishing, filling up of joints, polishing etc. complete for above plinth lvl. below GF slab.

Unit Rate 1331





No.

6.06

Nos.

For 100 Nos

[A] Materials

Cement (OPC) Bags 1.00 160.00 160.00

Sand Cum 0.10 110.00 11.00







[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 3843.35


Providing and laying marble skirting 75mm for steps with including cutting finishing, filling up of joints, polishing etc. complete for above plinth lvl. below GF slab.

Unit Rate 38





No.

6.08

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80







[E] Scaffolding @ 2% A+B --- --- 0.00



Providing and laying marble flooring with bed mortar 1:8 (1 cement, 8sand) including cutting finishing, filling up of joints, polishing etc. complete for above GF slab below FF slab.


Unit Rate 1330





No.

6.09

Rmt

For 100 Rmt

[A] Materials

Cement (OPC) Bags 2.21 160.00 353.60

Sand Cum 0.08 110.00 8.80







[E] Scaffolding @ 2% A+B --- --- 0.00



Providing and laying marble skirting of 75mm including cutting finishing, filling up of joints, polishing etc. complete for above GF slab below FF slab.

Total cost 11147.32

Unit Rate 111





No.

6.10

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80

Glazed Tiles Sqm 105.00 375.00 39375.00






[E] Scaffolding @ 2% A+B --- --- 0.00


Providing and laying of glazed tiles for floor in bathroom terrace etc. including cutting finishing, filling up of joints etc. complete. for above GF slab below FF slab.


Total cost 54936.11

Unit Rate 549





No.

6.11

Rmt

For 100 Rmt

[A] Materials

Cement (OPC) Bags 2.21 160.00 353.60

Sand Cum 0.08 110.00 8.80


Glazed tiles Sqm 7.88 375.00 2955.00Total material rate 3575.90






Providing and laying of glazed tiles for skirting 75mm in bathroom terrace etc. including cutting finishing, filling up of joints etc. complete. for above GF slab below FF slab.

[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 5539.75

Unit Rate 55





No.

6.12

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 18.49 160.00 2958.40

Sand Cum 0.69 110.00 75.90

Glazed Tiles Sqm 105.00 375.00 39375.00







Providing and laying of glazed tiles for vertical surface in bathroom, kitchen etc. including cutting finishing, filling up of joints etc. complete for above GF slab below FF slab.


[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 53310.86

Unit Rate 533





No.6.13

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80






Providing and laying marble flooring for steps with bed mortar 1:8 (1 cement, 8sand) including cutting finishing, filling up of joints, polishing etc. complete for above GF slab below FF slab.



[E] Scaffolding @ 2% A+B --- --- 0.00



Unit Rate 1334





No.3.14

Nos.

For 100 Nos

[A] Materials

Cement (OPC) Bags 1.00 160.00 160.00

Sand Cum 0.10 110.00 11.00






Providing and laying marble skirting 75mm for steps with including cutting finishing, filling up of joints, polishing etc. complete for above GF slab below FF slab.



[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 3900.75

Unit Rate 39





No.6.15

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80





Providing and laying marble flooring with bed mortar 1:8 (1 cement, 8sand) including cutting finishing, filling up of joints, polishing etc. complete for above FF slab below SF slab.




[E] Scaffolding @ 2% A+B --- --- 0.00



Unit Rate 1332





No.6.16

Rmt

For 100 Rmt

[A] Materials

Cement (OPC) Bags 2.21 160.00 353.60

Sand Cum 0.08 110.00 8.80





Providing and laying marble skirting of 75mm including cutting finishing, filling up of joints, polishing etc. complete for above FF slab below SF slab.

20% extra for rise 192Total labour rate 1152.00



[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 11262.13

Unit Rate 113





No.

6.17

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 26.00 160.00 4160.00

Sand Cum 5.88 110.00 646.80

Glazed Tiles Sqm 105.00 375.00 39375.00


[B] Labours Skilled 4.70 150 705


Providing and laying of glazed tiles for floor in bathroom terrace etc. including cutting finishing, filling up of joints etc. complete. for above FF slab below SF slab.

Unskilled 9.10 90 819 20% extra for rise 304.8




[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 55118.38

Unit Rate 551





No.

6.18

Sqm

For 100 Sqm

[A] Materials

Cement (OPC) Bags 18.49 160.00 2958.40

Sand Cum 0.69 110.00 75.90

Glazed Tiles Sqm 105.00 375.00 39375.00


Colouring pigment Kg 1.00 75.00 75.00


Providing and laying of glazed tiles for vertical surface in bathroom, kitchen etc. including cutting finishing, filling up of joints etc. complete for above FF slab below SF slab.






[E] Scaffolding @ 2% A+B --- --- 0.00


Total cost 53508.20

Unit Rate 535





No.

3.19

Sqm

For 100 Sqm

[A] Materials China Mosaic Sqm 100.00 64.56 6456.00 Cement Bags 18.45 160.00 2952.00 Sand Cum 2.75 100.00 275.00 White Cement Bags 5.00 550.00 2750.00



Providing and laying china mosaic including cutting finishing, filling up of joints etc. complete for above FF slab below SF slab.





[E] Scaffolding @ 2% A+B --- --- 334.34


Total cost 20378.02

Unit Rate 204





[A] Materials1. China mosaic Qty 100 Sqm

2.Cement Quantity of mortar required: 100 Sqm x 0.025m

Wet volume: 2.5 Cum Dry volume: 2.5x1.25 (25%-shrinkage factor) : 3.12cu.m.


CEMENT = 1x3.12

(4+1) x0.0345 =18.09 bags + 2% wastage =18.45 bags

3. Sand Sand: 1x3.12x4/5=2.75

4. White Cement 2.5 Kg / Sqm =100 x 2.5=2500 Kg = 5 Bags





No.

6.21

Sqm

For 100 Sqm

[A] Materials China Mosaic Sqm 100.00 64.56 6456.00 Cement Bags 18.45 160.00 2952.00 Sand Cum 2.75 100.00 275.00


Providing and laying china mosaic including cutting, finishing, filling up of joints etc. complete for above SF slab below TF slab.

White Cement Bags 5.00 550.00 2750.00Total material rate 12433.00





[E] Scaffolding @ 2% A+B --- --- 334.34


Total cost 20378.02

Unit Rate 204




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No.11.01

Sq.m

For 100 Sqm

[A] Materials Slaked lime Kg 30.8 5 154.00 Glue Kg 0.08 150 12.00 Ultramarine blue Kg 0.09 70 6.30 Sodium chloride Kg 4.01 5 20.05 Cement kg 33.77 11 371.47 Brush etc @ 10% 56.38






[E] Scaffolding @ 2% A+B --- --- 22.56


Total cost 1348.85

Unit Rate 13


Providing and applying 3 coats of white wash on newly plastered internal surface including finishing etc. complete at Ground Floor level.





[A] Materials1. Slaked lime For first coat =12 Kg For second coat = 8 Kg For Third coat = 8 Kg Total weight=28 Kg + wastage Total qty = 30.8 Kg

2. Glue For first coat =0.03 Kg For second coat = 0.02 Kg For Third coat = 0.02 Kg Total weight=0.07 Kg + 10% wastage Total qty = 0.077 Kg

3. Ultramarin blue For first coat =0.04 Kg For second coat = 0.02 Kg For Third coat = 0.02 Kg Total weight=0.08 Kg + 10% wastage Total qty = 0.088 Kg

4. Sodium Chloride For first coat =1.55 Kg For second coat = 1.05 Kg For Third coat = 1.05 Kg Total weight=3.65 Kg + 10% wastage Total qty = 4.01 Kg

5. Cement For first coat =10.7 Kg For second coat = 10 Kg For Third coat = 10 Kg Total weight=30.7 Kg + 10% wastage Total qty = 33.77 Kg






No.11.02

Sq.m

For 100 Sqm

[A] Materials Cement Paint Kg 42 25 1050.00 Brush sand etc. @ 10% 105.00


[B] Labours Skilled 5.5 150 825 Unskilled 4 90 360




[E] Scaffolding @ 2% A+B --- --- 46.80


Total cost 2798.64

Unit Rate 28


Providing and applying 2 coats of semi-acrylic paint on newly plastered external surface including finishing etc. complete at Ground Floor level.



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Rate Analysis

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