Main Analysis Of Rates.docx

ANALYSIS OF RATES STANDARD CALCULATION FOR BRICK WORK AND MORTAR Assuming a 30 cm brick wall of area 100m2 = 30m3 (Nominal)

Vol. of B/W = 100x30/100

Actual volume = (29/100)x100 = 29 m3 Vol. of one symmetrical brick (i.e. with mortar) = 0.20x0.10x0.10 = 2000x10-6 m3 (or vol. of one standard or madular brck) Nos. of bricks in 29m3, volume = 29/2000x10-6 = 14500 nos. Nos. of bricks for 1 m3 of B/W = 14500/30x1 = 484 nos. Adding 5% for loose, breakage etc. For 10m3 of B/W, nos. of bricks = 5000 nos. 9″x4.5″x3″ → traditional brick 22.9 x 11.4 x 7.6 cm → 1984.056 cm3 20x10x10 = 2000 cm3 Cement Mortar Vol. of cement mortar (set) = 29 – (14500 x 0.19 x 0.09 x 0.09)

= 6.85 m3 Adding 15% extra for filling of frog, Unevnness of bricks and wastage/looses Vol. of C.M. reg. = 6.685x1.15 = 7.688 m3 Taking allowances for dry/loose vol. of C.M. as 25%  Dry/loose vol. of CM = 7.688 x1.25 = 9.609 m3 (for 30m3 of B/W)  Dry/loose vol. of C.M. for 10m3 B/W = (9.609/30) x 10 = 3.2 m3 For 100m3 of B/W dry/loose vol. of C.M. = 32m3 Or 32% of B/W



EARTHWORK IN EXCAVATION IN FOUNDATION INCLUDING (FILLING) UP TO TRENCH) UNIT -100 CUM. Take 100m3 (of work)

Particulars

Quantity

Rate (Rs)

Cost (Rs)

Mistri (Mason)

½ No.

380/no/d

190

Mazdoor (Beldar)

44 nos.

200/no./d

8800

Sundries, T&P etc.

Lump sum

120 L.S.

120

Materials Labours, etc.

Total of Material and Labour =

Add 10% contractor’s profit



=

9110

Rs. 911

Grand total

=

Rs. 10,021

 Rate per m3

=

10021/100 = Rs. 100.21

1:5:10 CEMENT CONCRETE BLOCK 9 INCH THICK IN FOUNDATION Take – 10 cum.

Taking allowances for dry/loose volume as 52% Total dry/loose volume = 10+5.2 = 15.2 m3

15.2  Cement =   x1  1  5  10 

= 0.95 m3

$ No. of bags of cement = 0.95x30 = 28.50 bags Sand  

15.2   x5  1  5  10 

= 4.75 m3

15.2  3 1st class brick ballast =   x10 = 9.50 m  1  5  10 

Particulars

Quantity

Rate (Rs)

Cost (Rs)

28.5 bags

300/bag

8550

Sand (white)

4.75m3

671/m3

3187.25

1st

9.50 m3

1236/m3

11742

Mistri (Mason)

2 nos.

380/no/d

760

Mazdoor (Beldar)

30 nos.

200/no./d

6000

Sundries, T&P etc.

Lump sum

120 L.S.

120

Materials Cement (0.95m3)

class brick ballast

(40mm gauge) Labour etc

Total of materials and labour

= Rs. 30395.25

Adding 10% contractor’s profit = Rs. 3039.52

Adding 1.5% of water charges = Rs.455.93 Grand Total  Rate per m3

= Rs.33890.7 = 33890.7/10 = Rs. 3389



1ST CLASS BRICK WORK 1:8 CEMENT SAND MORTAR IN FOUNDATION UP TO PLINTH Taking 10m3

As the no. of bricks for 1m3 = 500 nos. No. of bricks for 10m3 of B/W =500x10 = 5000 nos. Dry/loose volume of cement mortar for 10m3 of B/W = 3.2 m3 Therefore, 3 .2  Cement   x1 1 8 

= 0.35 m3

No. of bags = 0.35x30 = 10.66 bags = 11 bags 3.2  White sand =   x8 1 8 

Particulars

= 2.84 m3 Quantity

Rate (Rs)

Cost (Rs)

5000 nos.

7000/1000 nos.

35000

Cement (0.35m3)

11 bags

300/bag

3300

Sand (white)

2.84 m3

671.08/m3

1905.86

7½

380 /no/d

2850

14 nos.

200/no./d

2800

Materials 1st Class Brick

Labour etc Mistri (Mason) Mazdoor (Beldar)

Sundries, T&P etc.

Lump sum

120 L.S.

Total of materials and labour = Adding 10% contractor’s profit = Rs.4597.58 Adding 1.5% of water charges = Rs.689.637 Grand Total  Rate per m3

= Rs.51263.077 = 51263.077/10 = Rs. 5126.3077

120 45975.86



EARTHWORK IN FILLING TO RAISE THE LEVEL OF GROUND UPTO PLINTH – UNIT M

3

Taking 100 cum. Particulars

Quantity

Rate (Rs)

Cost (Rs)

½ No.

380/no/d

190

Mazdoor (Beldar)

175 nos.

200/no./d

35000

Sundries, T&P etc.

Lump sum

120 L.S.

120

Materials Labours, etc. Mistri (Mason)

Total of Material and Labour = Add 10% contractor’s profit Grand total 

Rate per m3

35310.00

= Rs. 3531/= Rs. 38841 /= 38841/100 = Rs. 388.41



2.5 CM. THICK DPC (DAMP PROOF COURSE) WITH 1:2:4 CEMENT CONCRETE – UNIT M2 Taking 100 sqm.

2 .5 Volume of cement concrete =   x100 = 2.50 m3  100 

Adding 10% extra for unevenness of base, wastages etc. Vol. of cement concrete

= 2.50 x 1.1 = 2.75 m3

Dry/loose vol. of cement concrete

= 2.75x1.52 = 4.18 m3

(Taking allowances as 52%) 4.18  Cement   x1

= 0.59 m3

1 2  4 

No. of cement bags

= (0.59x30) = 17.7 bags = 18 bags

4.18  3 Sand (Mooram) =   x 2 = 1.18 m 1 2  4 

Stone ballast (20 mm gague)  

4.18   x4 1 2  4 

= 2.36 m3

Cem-seal or impremo = 1kg per bag of cement = 1x18 = 18 kg

Particulars

Quantity

Rate (Rs)

Cost (Rs)

Cement (0.59m3)

18 bags

300/bag

5400

Sand (Mooram)

1.18m3

671.08/m3

791.87

mm

2.36m3

1660.04 /m3

3917.69

Cem-seal or impermo (1 kg

18 kg

120/kg

2160

10 ½ nos.

380/no/d

3990

12 nos.

200/no/d

2400

Forms in sides

Lump sum

120 L.S.

120

Sundries, T&P etc.

Lump sum

150 L.S.

150

Materials

Stone

ballast

(20

gauge)

per bag of cement) Labours Mistri (Mason) Mazdoor( Beldar)

Total materials and Labours = Adding 10% contractor’s profit

=

Rs. 1892.95

Adding 1.5% water charges

=

Rs. 283.94

=

Rs. 21106.45

=

211.06

Grand total  Rate per m2

18929.56



R.C.C. WORK IN COLUMN 1:1½ : 3 - UNIT 1M3 Taking - 10m3

Taking allowances for loose/dry conc.

= 52%

Dry loose vol. of conc. = 10x1.52

= 15.2m3



1.52 cement = 

 3   1  2.76m  2.76  30  83bags 1  1 . 5  3  

Sand = 

5.2  3   15  4.14m  1  1.5  3 

Stone aggregate = 

5.2  3   3  8.28m  1  1.5  3 

Steel: 1% steel = 0.1m3 f 

M  M   .vol.  78.5q / m 3  0.1m3  7.85q vol.

So for column taking 2% 2% steel = 15.7 q Binding are = 2% of total steel =

15.7  0.2  0.0314q 100

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Cement (2.76m3) 83 bag

2.76m3

300/bag

24900.00

Coarse sand

4.14

777.04/m3

3216.94

Stone ballast

8.28m3

1660/m3

13745.13

M.S bars @ 2/-

15.7q

5000/q

78500

Binding wire

0.0314q

50/kg

157

Total=

120519.07

Materials:

Labour Mason

3 nos.

380/no/d

1140.00

Mazdoor

56 nos

200/no/d

11200.00

Sundries

L.S.

120 L.S

120.00

Black smith

12 nos.

400/no/d

4800.00

T&P

L.S.

150/-

150.00

Carpenter

10 nos.

400/no/d

4000.00

Timber planks and ballies

L.S.

600 L.S.

600.00

T&P

L.S.

150 L.S.

150.00

Total =

22160

Total of materials and labours = Rs. 142679.07 Adding 1 ½ % water charges

= Rs. 2140.18

Adding 10% contractor’s profit = 14267.9 Grand total

= Rs. 159087.15

 Rate per m3

= Rs. 15908.715



1ST CLASS BRICK WORK IN SUPER STRUCTURE WITH

20X10X10

BRICK

WORK

SAND MORTAR - UNIT 1M3 Taking - 10m3 No. of bricks for 10m3 = 5000 nos. Dry/loose vol. of cement mortar for 10m3 = 3.2 m3 

3.2  3 cement =    1  0.45m  0.45  30  135bags 1 6 

3.2  3 Sand =    6  2.74m 1 6 

1:6

CEMENT

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: 1st class brick

5000 nos 7000/-

35000.00

Cement (0.45 m3)

13.5 bag

300/bag

4050

Sand coarse

2.74 m3

777.04/m3

2129.08

Total =

41179.08

Labour Mason

10 nos.

380/no/d

3800.00

Mazdoor

17 nos

200/no/d

3400.00

Scaffolding

L.S.

200 L.S

200.00

Sundries T&P

L.S.

120 L.S.

120.00

Total =

7520.00

Total of material and labour

= Rs. 41179.08

Adding 1 ½ % water charges

= Rs. 617.68

Adding 10% contractor’s profit = Rs. 4117.90 Grand total

= Rs. 45913.85

 Rate per m3

= Rs. 4591.38.



WOOD WORK IN CHAUKHAT OR FRAME - UNIT 1M3 (TEAK WORK)

Taking frame of (210x120) cm door of (18x12)cm section Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: Timber 5.98x0.8x0.12

0.053m3

63576/m3

3369.528

0.003m3

63576/m3

190.728

Total =

3560.257

400/no/d

325

(L=2x2.14+1x1.2=5.48) Wastage 5%

Labour Carpenter

13/16 nos.

Helper

½ nos.

200/no/d

100.00

Sundries T&P

L.S.

150 L.S.

150.00

Total =

575

Total of material and labour

= Rs.4135.257

Adding 10% contractor’s profit

= 413.52

Grand total

= Rs 4548.77

 Rate per m3

= Rs. 454.87



12 MM CEMENT PLASTERING IN CEILING 1:3 WITH COARSE SAND Taking - 100m3 = 100m2

Taking area

t = 12 mm = 0.012 m Volume = 1.2 m3 Adding 20% extra for unevenness of base joints and wastages, etc. Vol. of cement mortar reqd. 1.44 m3  Dry

loose vol. of C.M. = 1.44x1.52

= .8m3

(Taking 25% allowance)  Cement

1.8  3 =    1  0.45m  0.45  30  35bags 1  3 

1.8  3 Coarse sand =    3  1.35m 1  3 

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Cement (0.45m3)

13.5 bag

300/bag

4050

Coarse sand

1.35m3

777.08/m3

1049

Total=

5099

Materials:

Labour Mason

12 nos.

380/no/d

4560.00

Mazdoor

15 nos

200/no/d

3000.00

200 L.S.

200.00

Total =

7760.00

Scaffolding, T&P sundries L.S. etc

Total of material and labour

= Rs. 12859

Adding 1 ½ % water charges

= Rs. 192.885

Adding 10% contractor’s profit = Rs. 1285.9 Grand total  Rate per m2

= Rs. 14337.78 = Rs. 143.37



TOR STEEL REINFORCEMENT @ 1% OF R.C.C. WORK UNIT – 1 CU.M. Taking 10m3 Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: Steel , Mild steel bar @ 1% = 1.0 cum @ 8.5 q/cum = 7.85 q Per 10 cum

7.85q

5000/q

39250.00

Binding wire

1.50 kg

50/kg

75.00

Black smith

8 nos.

400/no/d

3200

Mazdoor

8 nos

200/no/d

1600.00

T&P etc.

L.S.

150 L.S.

150.00

Total =

44275

Labour

Total of labours and materials or (bending and binding of steel = Rs. 44275.00 Adding 10% contractor’s profit = 4427.50 Grand total

= Rs. 48702.5

 Rate per m3 

= Rs. 487.02

MILD STEEL FRAMES OF DOORS AND WINDOWS OF (35X35X5) MM ANGLE SECTION:

Taking a frame of (1200x2100) sq.m. door of (35x35x5) mm angle section of mild steel Length = [2x(2.1+0.04)+(1x1.2)] = 5.48 m (Taking 4 cm insertion into the ground Quality

= 5.48x2.61 @ kg/m = 14.3028 kg Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Labours: Black smith 1st class

¾ nos.

400/day

300.00

Helper

½ nos.

200/day

100.00

Sundries T&P etc.

L.S.

150/L.S.

150.00

Total=

550

Total of materials and labours = Rs. 550 Adding 10% contractor’s profit = Rs. 55 Grand total

= Rs. 605

 Rate per door frame

= Rs. 1200

 Rate per quintal

= Rs. 6000.00



R.C.C. work in (M20 GRADE) in beam, slabs and lintels Unit- 1cu.m Taking - 10m3 grade = M20 (1:1 ½ : 3)

Taking 52% extra dry volume Thus dry volume = 15.2 cum Material calculation Cement = 

152   1  2.8cu.m  84bags  1  1.5  3 

15.2 Coarse sand = 

  1  4.2cu.m 1  1 . 5  3  

Stone ballast = 

15.2  3   3  8.4m  1  1.5  3 

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: Cement (84 bag)

2.8m3

300/bag

25200.00

Coarse sand

4.2 m3

777.08/m3

3263.73

Stone ballast (20mm gauge)

8.4m3

1660.04/m3

13944.336

Total=

42408.066

Labour Mason

3 ½ nos. 380/no/d

1330.00

Mazdoor + (Water man)

35+2=37 200/no/d

7400.00

Sundries T&P

L.S.

150.00

150 L.S

Timber planks and balies

L.S.

200 L.S.

200.00

Carpenter IInd class

10 Nos.

300/-

3000.00

Mazdoor

10 nos.

200/no/d

2000.00

Nails

L.S.

300 L.S.

300.00

T&P

L.S.

150 L.S.

150.00

Total =

14530

Total of materials, labours & centering and shuttering = Rs. 56938.066 Adding 1 ½ % water charges

= Rs. 854.07

Adding 10% contractor’s profit = Rs. 5693.80 Grand total  Rate per 1 cum

= Rs. 63485.936 = Rs. 6348.59



TEAK WOOD WORK IN DOOR AND WINDOWS SHUTTER GLAZING IN WINDOW SHUTTERS: Taking a door shutter 1064x2032 mm = 2.162m2

Particular/ details of

No.

items

L (m)

B/W Thick Quantity

Rate

Cost

(m)

(m)

(Rs.)

(Rs)

Materials Timber: Style

04

2.032 0.10

0.04

0.0325

Top rail

01

1.064 012

0.04

0.051

Freeze rail

01

1.064 0.12

0.04

0.051

Lock rail

01

1.064 0.18

0.04

0.0077

Bottom rail

01

1.064 015

0.04

0.0064

Pannels total sum of 01 length and breadth L=203.2-(2x12) (18+15)+(6x1.2)=153.4 = 1.534 m B=(106.4+1.2)-4x10 +4x1.2=72.4=0.724 m

1.534 0.724 0.025

0.0278

Insertion = 1.2 cm Central overlap= 1.2cm Total

0.0846

Adding 5% for wastage

0.002

Grand total

0.0888

63576 5645.55

cu.m

/m3

S.No.

Particulars

Quantity

Rates

Cost (Rs.)

(Rs.) Brass fitting Tower bolts (30cm) upper

1 no.

30/no.

30.00

Tower bolts (35cm) lower

1 no.

20/no.

20.00

Hinges (10cm)

6 nos.

15/no.

90.00

Brass handle

2 nos.

45/no.

90.00

Wooden cleat

2 nos.

15/no.

30.00

15/nos.

30.00

Hinges 2.5 cm (for wooden 2 nos. cleat) Screw (40mm)

20 nos.

1/no.

20.00

Screw (20 mm)

80 nos.

0.50/no.

40.00

Sliding bolt

L.S.

60 LS

60.00

Labour Carpenter I-class

1/15 nos. 400/no/d

26.66

Carpenter II-class

4 nos.

300/no/d

1200.00

Helper

2 nos.

200/no/d

400.00

Putty, glues etc

L.S.

150 L.S.

150.00

Sundries T&P

L.S.

150 L.S.

150.00

Total =

2336.66

Total of materials, labours & fittings = Rs. 2336.66 Adding 10% contractor’s profit = Rs. 233.66 Grand total

= Rs. 2570.32

 Rate per sq.m. (for doors) = Rs. 1188.86 Taking a window shutter 100x150 cm, (area = 1.5 m2) Particular/

No. L

details of items

B/W

Thick Quantity Rate

Cost

(m)

(m)

(m)

(Rs)

1.5

0.075 0.04

0.018

1.0

0.075 0.04

0.006

(Rs.)

Timber: Style

04

Top & bottom rail 2 Sash bars verticals

(15mm insertion) L=150-

2

1.38 0.04

0.04

0.004

50- 6

0.38 0.04

0.04

0.004

(2x7.5)+(2x1.5) = 1.38 m Sash

bar

horizontal (15mm insertion) L

=

(2x7.5)+(3x1.5) = 38cm = 0.38m Total Add

0.032 5%

for

0.002

wastage Grand total

0.034

63576 2161.58

cum

/m3

Particulars

Quantity Rates (Rs.)

Cost (Rs.)

Fittings Tower bolts (30cm) upper

1 no.

30/no.

30.00

Tower bolt (15cm) lower

1 no.

20/no.

20.00

Hinges (10cm)

4 nos.

15/no.

60.00

Brass handle

1 nos.

50/no.

50.00

Wooden cleat

2 nos.

15/no.

30.00

Hinges 2.5 cm (for wooden cleat)

2 nos.

15/nos.

30.00

Screw (40mm)

20 nos.

1/no.

20.00

Screw (20 mm)

50 nos.

.50/no.

25.00

40/sqft

430.40

L.S.

25.00

25.00

Carpenter I-class

1/15

400/nos.

26.66

Carpenter II-class

2 nos.

300/no/d

600.00

Glass panels 16 nos x 18.5 x 33.75 1.0 2 cm = 1.0 m2 B=1/2[50-2x7.5-1(2x1.5)] = 18.5 cm HT = ¼[150-(2.75)-(3x1)+ (2x1.5) = 33.75 cm Putting, glues & nails for fixing Labours

Helper

1 nos.

200/no/d

200.00

L.S.

150 L.S.

150.00

Total =

1697.00

Putty, glues etc Sundries T&P

Total of materials, labours & fittings = Rs. 3858.58 Adding 10% contractor’s profit

= Rs. 385.85

Grand total

= Rs. 4244.43

 Rate per m3

= Rs. 2829.62



PLASTERING ON WALLS WITH 1:5 CEMENT SAND MORTAR (OUTSIDE & INSIDE) UNIT-1M3 Taking - 100m3

Thickness of plaster = 12 mm Volume of cement mortar = 100x0.012 = 1.2 m3 Adding 30% extra for filling joints unevenness etc Volume of cement mortar = 1.2x1.3 = 1.56 m3 Taking allowances for loose/dry vol. of mortar as = 25% Dry/loose vol. of cement mortar= 1.56x1.52 = 1.95m3 = 2.0 m3 

2.0  3 Cement =    1  0.33m  10bags 1 2  3 

2.0  3 Sand (Fine) =    3  1.0m  1.0bags 1 2  3 

2.0  Sand (Coarse) =    2  0.67 1 2  3 

Particulars Materials:

Quantity

Rates (Rs.)

Cost (Rs.)

Cement (10 bags)

0.333m3

300/bag

3000.00

Fine sand

1.0 m3

671.08/m3

671.08

Coarse sand

0.67m3

777.04/m3

52.06

Total=

3723.14

Labour Mason

11 nos.

380/no/d

4180.00

Mazdoor

20 nos

200/no/d

4000.00

Scaffolding

L.S.

500 L.S

500.00

Sundries T&P

L.S.

150 L.S

150.00

Total =

8830.0

Total of materials and labours = Rs. 12553.14 Adding 1 ½ % water charges

= Rs. 188.29

Adding 10% contractor’s profit = 1255.31 Grand total

= Rs. 13996.74

 Rate per m3 = Rs. 139.96



MOSAIC FLOORING OVER BASE CONCRETE 1:2:4 (CEMENT, COARSE SAND, STONE AGGREGATE) Taking – 100m2

6 mm thick mosaic layer 1: 1 ½ over 7.5 cm thick cement concrete (1:2:4) Total dry vol. of materials for cement concrete = 12.4 m3 (with allowances 53% & 10% for voids and unevenness respectively) 

12.4  3 Cement =    1  1.8m  54bags 1  2  4 

12.4  3 Coarse Sand =    2  3.5m 1 2  4 

12.4  Sand (Coarse) =    4  7.1 1 2  4 

Total dry vol. of materials for 6 mm thick mosaic layer (with allowances 50% & 20% for voids and finishing and cutting respectively) = 1.08 m3 1.08  3 Cement =   1  0.43m  12.9bags  1  1.4 

Marble chips = 0.43 x 1.5 = 0.65 m5

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: 75 mm CC. (1:2:4) Stone ballast 12 mm gauge

7.1 m3

1660/m3

11786.284

Coarse sand

35m3

777.04/m3

27196.4

Cement (54 bags)

1.8m3

300/bag

16200

Cement (12.9 bags)

0.4 m3

300/bag

3870

Marble chips (3mm gauge)

0.65m3

3000/m3

1950

Marble dust

0.04m3

1500/m3

60

Mason

21 nos.

380/no/d

7980

Beldar

20 nos

200/no/d

4000.00

Polisher

120 nos.

200/no/d

24000.

Polishing stone

L.S.

150 L.S

150.00

Axalic acid powder

L.S.

100/-

100

Side forms

L.S.

120/-

120

Sundries T&P etc.

L.S.

150/-

150

6 mm mosaic (1:1 ½ )

Labours

(carborndom)

Total of materials and labours = Rs. 97562.68

Adding 1 ½ % water charges

= Rs. 1463.44

Adding 10% contractor’s profit = 9756.26 Grand total

= Rs. 108782.38

 Rate per m3 = Rs. 1087.82



GLAZED TILE WORK IN KITCHEN AND TOILET UPTO DOOR LEVEL UNIT – 1M2 Taking – 100m2

Glazed tile laid over 12 mm thick cement sand mortar Total dry vol. of mortar = 2m3 Cement = 2/(1+3) = 0.5 m3 = (15 bags) Coarse Sand = 0.5x3 = 1.5 Assuming size of tile = 150mm x 150 mm No. of tiles = 100/0.15x0.15 = 4445 Nos. Adding 5% extra for breakage and wastage etc. No. of tiles req. 4445x1.05 = 4667.2 = 4670 Nos. Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Glazed tiles: (15x15)cm (4670 nos.)

100 sqm. 25/piece

116750

Cement (15 bags)

0.50 m3

300/m3

4500

Coarse sand

1.5m3

777.04/m3

1165.56

Cement for tiles and joints

6 bags

300/bag

1800

Mason

16 nos.

380/no/d

6080

Mazdoor

15 nos

200/no/d

3000

Labours

Polisher

120 nos.

200/no/d

24000

Polishing stone

L.S.

150 L.S

150.00

Axalic acid

L.S.

100/-

100

Sundries T&P

L.S.

150/-

150

Total

157695.56

Total of materials and labours = Rs. 157695.56 Adding 1 ½ % water charges

= Rs. 2365.43

Adding 10% contractor’s profit = 15769.55 Grand total  Rate per m3

= Rs. 175821.54 = Rs. 1758.21



WHITE WASHING AND COLOUR WASHING ON WALLS AND CEILING (3 COATS) UNIT – 1M2 Taking – 100m2 Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: 1st White lime un slaked

30kg

8/kg

240

Glue powder

L.S.

150 L.S.

150

Coloring pigment (10kg/kg)

300q

0.40 L.S.

120

Total =

510.00

Labours White washer

1 ½ Nos. 300/d

450

Mazdoor

1 ½ Nos. 200/d

350

Sundries T&P

L.S.

150 L.S.

150.00

Total =

950.00

Total of material and labour

= Rs. 1460

Adding 10% contractor’s profit = 146 Grand total  Rate per m2

= Rs. 1606.00 = Rs. 16.06



ROOF TERRACING WORK WITH BRICK TILE LAID OVER MUD PHUSKA UNIT-1M2 Taking - 10m2

Mud phuska roofing 10cm thick below one layer of brick tile with two coat of bitumen painting below mud phuska and tile one laid 1:3 cement mortar No. of brick tile = 381 nos. for 10m2 Total dry material for mortar = 0.23 m3 0.23  3 Cement =    1  0.05m  1.7bags 1  3 

0.23  3 Sand =    3  0.1725m 1  3 

Particulars

Quantity

Rates (Rs.)

Cost (Rs.)

Materials: Brick tiles (23x12x4)

381 nos.

Cement (1.7 bags)

0.0575m3 300/bag

510

Sand (coarse)

0.1725m3 777.04/m3

134.039

Earth (loamy soil)

1.0m3

150/m3

150

Bhusa cow dung etc.

L.S.

150L.S.

150

Bitumen

20kg

150/kg

3000

Labour

5000/d

1905

Mason

2 nos.

380/no/d

760

Mazdoor

5 nos

200/no/d

1000

Sundries T&P

L.S.

150 L.S

150

Total =

5849.039

Total of materials and labours = Rs. 5849.039 Adding 1 ½ % water charges

= Rs. 87.73

Adding 10% contractor’s profit = 584.9 Grand total  Rate per m2

= Rs. 6521.66 = Rs. 65.21