Project QS&E

Mehran University of Engineering & Technology

Project: Quantity Estimation & Rate Analysis of Building

Quantity Surveying & Estimation For Civil Works

Submitted to Sir Dr. Nafees Ahmed Memon

Prepared By: Group-9

11CE32(G.L)

11CE40(A.G.L)

11CE34

11CE52

11CE108

11CE48

Calculations of Brickwork & other Essential items of R.C.C Framed Building. S.No Particulars of Items No Length(ft) Breadth(ft) Height(ft) Quantity(cuft) Explanatory

1 Earthwork in Excavation

in Foundation

Columns

In between Columns

I. Section A wall

II. Section B wall

III. Section C wall

IV. Section D wall

V. Section E wall

VI. Outer Verandah

wall

VII. Outer bathroom

wall

VIII. Separation wall of

bathroom

IX. Bathroom at

corner

X. Verandah wall

along garden

15

02

02

02

02

02

01

01

01

01

01

4

42.84

8.5

25.34

15.33

10.5

31.09

5.16

5.5

7.05

29

4

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

3.75

.75

.75

.75

.75

.75

.75

.75

.75

.75

.75

900

32.13

6.375

19.005

11.4975

7.875

11.658

1.935

2.0625

2.643

10.875

1006.056

2 Lean concrete 1:4:8 in

Base of column

15 4 4 .25 60

3 R.C.C work (1:2:4) in

Beams ,Columns & Slabs

Fair Finished excluding

steel & its bending but

including its centering,

shuttering & Binding steel

Footing of Columns

Square Bottom

Trapezoidal

portion

Columns

Plinth Beam &

Roof Beam

XI. Section A wall

XII. Section B wall

XIII. Section C wall

XIV. Section D wall

XV. Section E wall

XVI. Outer Verandah

wall

15

15

15

04

04

04

04

04

02

4

1.5

50.34

12

12

31.34

15.33

37.34

4

.5

.5

.5

.5

.5

.5

.5

1.667

13.833

1.5

1.5

1.5

1.5

1.5

1.5

400.08

15x10.468

=157.02

155.621

151.02

36

36

94.02

45.99

56.01

Using

H/6[A1+A2+4AM]

XVII. Outer bathroom

wall

XVIII. Separation wall of

bathroom

XIX. Bathroom at

corner

XX. Verandah wall

along garden

02

02

02

02

8.66

5.5

9.55

32

.5

.5

.5

.5

1.5

1.5

1.5

1.5

12.99

8.25

14.325

48

214.06

1215.326

4 Mild Steel including

Bending in reinforcement

in R.C.C works

R.C.C footing @

0.5%

R.C.C Column @

1.5%

R.C.C Beams@

1.0%

218.66q

1059.75q

606.05q

Density of Mild

steel 78.5q/cum

557.1x.5/100x78.5q/cum

5 1st Class Brickwork in (1:6)

cement mortor

I. Section A wall

II. Section B wall

III. Section C wall

IV. Section D wall

V. Section E wall

VI. Outer Verandah

wall

VII. Outer bathroom

wall

VIII. Separation wall of

bathroom

IX. Bathroom at

corner

X. Verandah wall

along garden

02

02

02

02

02

01

01

01

01

01

50.34

12

12

31.34

15.33

37.34

8.66

5.5

9.55

3.2

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

11.75

11.75

11.75

11.75

11.75

11.75

11.75

11.75

11.75

11.75

591.495

141

141

368.245

180.127

219.37

50.87

32.312

56.10

18.8

1799.319

6 Deduction From Brickwork

Doors

D1

D2

D3

Special

Windows

W1

W2

6

2

3

1

7

1

66.36

14.7

23.1

14

41.16

5.565

1799.319-164.885

=1634.434cuft

164.885

7 .06ft thick Plastering

1:6(Inside)

Deduction

1 378.1 10.75 4064.57ft2

460.11ft2

Inside means

inside

Rooms,kitchen,

Verandah

excluding Garden

& outside

3586.46 ft2

8 .06ft thick Plastering

1:6(outside)

Deduction

1 502.06 5617.145 ft2

304 ft2

Outside house,

walls along

garden& outside

verandah

including

boundary wall

5312.99 ft2

Calculation for Boundary wall

S.No Particulars of Items No Length(ft) Breadth(ft) Height(ft) Quantity(cuft) Explanatory

1 Earthwork in Excavation

in Foundation

01

138.61 2 3.75 1039.57 60+50x2-12-

.5x6-

6.39=138.61ft

2 Lean concrete 1:4:8 in

Foundation

01 138.61 2 1 277.22

3 1st class brickwork in

Foundation & Plinth

1st footing

2nd footing

Wall portion below G.L

01

01

01

138.61

138.61

138.61

1.5

1

0.5

0.6

0.6

3.3

124.74

83.16

228.7

436.6

4 1st class brickwork in

Superstructure

Wall portion above

plinth

01

138.61

0.5

13.75

952.87

10+

+3=13.75

P.L

4'

4'

6"1'-6"

4'

Plan View of Footing

3"

1'-6"

#4 Bars 6"c/c bothway

Ties #3 Dia 6" Pitch

Dowel Bars6 Nos #5 Dia

Concrete Cover .75"

Sectional View of Column

Roof Beam

Plinth Beam

1'-6"

1'-6"G.L

10'-9"

3'

2'-5"

1'

1'-2"

1'-3"

Calculation of columns

S.No Description of items NO Length(ft) Breadth(ft) Depth(ft) Quantity Explanatory

1

Earthwork in

Excavation in

Foundation

15 4 4 3.75 900 cuft

2 Lean concrete 1:4:8

in Base of column

15 4 4 .25 60 cuft

3 R.C.C work 1:2:4 in

footing

Excluding steel and

its bending but

including centering

and shuttering and

binding of steel

Bottom square

portion

Trapezoidal Portion

Column below

Ground level

15

15

15

4

1.5

4

.5

1.667

1.33

400.05 cuft

157.02 cuft

14.96 cuft

H/6[A1+A2+4AM]

429.97 cuft

4 R.C.C work 1:2:4 in

column

Excluding steel and

its bending but

including centering

and shuttering and

binding of steel

Rectangular portion

below plinth

Rectangular portion

above plinth

15

15

1.5

1.5

.5

.5

1.75

10.75

19.68 cuft

196.87 cuft

Excluding

bottom portion

of G.L

216.55 cuft

5 Steel Reinforcing

bars including

bending

#4 Dia bars @.308

kg/ft in base

#5Dia dowel bar

@.48kg/ft

#3Dia lateral ties

@0.19kg/ft

6x15x

2

6x15

29x15

19890

1492.57

1740

61.26q

7.16q

3.30q

71.72q

Abstract of Estimated Cost of columns S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2

3

4

5

Earthwork in Excavation in foundation

Cement Concrete 1:4:8 in Base

R.C.C work 1:2:4 in footing Excluding steel and its

bending but including centering and shuttering

and binding of steel

R.C.C work 1:2:4 in column above & below G.L

Excluding steel and its bending but including

centering and shuttering and binding of steel

Steel Reinforcements bars including Bending

900cuft

60cuft

429.97cuft

15+216.55cuft

=231.55cuft

71.72q

7

93.5

220

220

6500

cuft

cuft

cuft

cuft

q

6300/-

5610/-

94593.4/-

50941/-

466180/-

623624.4/-

Add 5% Contingencies & workcharged Establishment 623624.4+31181.22=654805.62/-

0'-6"

1'-6"

12'

3" 3"

.75" Concrete cover

#7 Main bars 4 Nos

#3 Stirrups

#5 Top Bars 2 Nos

#6 Bent up Bars,4Nos

#7 Main bars 4 Nos

#3 Stirrups

#5 Top Bars 2 Nos

#6 Bent up Bars,4Nos

X-Section of Beam

L-Section of Beam

.75"

Calculation of Plinth Beam

Abstract of Estimated Cost of A Plinth Beam

S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2

R.C.C work 1:2:4 Excluding steel and its bending

but including centering and shuttering and

binding of steel

Steel bars including bending in R.C.C

9.375cuft

97.425kg

220

65

Cuft

kg

2062.5/-

6332.3/-

8394.8/-

Now A beam having 12ft clear span has Quantity of 9.375 cuft of R.C.C

Then for 335.06 Length* it will be 145.9 cuft of concrete.

Similarly 12ft beam contains 97.425kg of steel

Then for 186.76ft length it will be 1516.255kg

*Sum of Total length of Plinth beams.


1 R.C.C work 1:2:4

Excluding steel and its

bending but including

centering and shuttering


01 12.5 .5 1.5 9.375cuft

2 Steel Reinforcing

bars(Mild Steel)

including bending

Bending in R.C.C Work

#7 Main Straight Bars

@.92kg/ft

#6 Bentup bars @

.680kg/ft

#5 Top bars @.48kg/ft

#3 Stirrups @0.19kg/ft

@9c/c

4

4

2

17

49.24

48.748

23.874

39.66

45.30kg

33.14 kg

11.45 kg

7.535 kg

L=T.L-

2cover+2hooks

97.425kg

Abstract of Estimated Cost of Plinth Beams S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2



binding of steel


261.76 cuft

1516.255kg

220

65

Cuft

kg

57588.43/-

98556.57/-

156144.9/-


Calculation of Roof Beam

Abstract of Estimated Cost of A Roof Beam

S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2



binding of steel


9.375cuft

97.425kg

220

65

Cuft

kg

2062.5/-

6332.3/-

8394.8/-

Now A beam having 12ft clear span has Quantity of 9.375 cuft of concrete

Then for 186.76 Length* it will be 145.9 cuft of concrete.

Similarly 12ft beam contains 97.425kg of steel

Then for 186.76ft length it will be 1516.255kg

*Sum of Total length of Roof beams.


1 R.C.C work 1:2:4





01 12.5 .5 1.5 9.375cuft

2 Steel Reinforcing bars

(Mild Steel) including

bending Bending in

R.C.C Work

#7 Main Straight Bars

@.92kg/ft

#6 Bentup bars @

.680kg/ft

#5 Top bars @.48kg/ft

#3 Stirrups @0.19kg/ft

@9c/c

4

4

2

17

49.24

48.748

23.874

39.66

45.30kg

33.14 kg

11.45 kg

7.535 kg

L=T.L-

2cover+2hooks

97.425kg

Abstract of Estimated Cost of Roof Beams S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2



binding of steel


261.76 cuft

1516.255kg

220

65

Cuft

kg

57588.43/-

98556.57/-

156144.9/-


12'

3" 3"

.75" Concrete cover

#6 Main bars @9"

#6 Alt.Bent up Bars @9"

Cross Section of Slab

.75"

Plan showing Reinforcement BarsOuter Face of Wall

5"

Bottom Dist. BarsTop Dist. Bars

Straight Main Bar

Alt Bentup Bar

#3 Bottom Distribution Bars @9"

Top Distrib. Bars #3@11"

15' Clear

Calculation of Slab


1

R.C.C work 1:2:4





01 12.5 15.5 .416 80.72cuft

2 Steel Reinforcing bars

(Mild Steel)including

bending Bending in

R.C.C Work

#6 Main bars @9" @

0.675kg/ft

#6 Alt.Bent up Bars @9"

@ 0.675kg/ft

Top Distrib. Bars

#3@11" @ 0.168kg/ft

#3 Bottom Distribution

Bars @9 @ 0.168kg/ft

20

19

4

16

242.5

286.18

21.25

233

162.47kg

193.17kg

3.57kg

39.144kg

398.35kg

Abstract of Estimated Cost of Slab S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2

R.C.C work 1:2:4 Excluding steel and its bending but

including centering and shuttering and binding of

steel


80.72cuft

398.35kg

220

65

Cuft

kg

17758.4/-

25892.75/-

43651.15/-

Now Slab having 12x15 clear span has Quantity of 80.72 cuft of R.C.C

Then for 1698.16ft2 it will be 760.77 cuft of concrete.

Similarly 12x15 slab contains 398.35kg of steel

Then for 1698.16ft2 length it will be 3758.02kg.

Abstract of Estimated Cost of Slab S.No Name of item & Detail of work Quantity Rate

Rs.

Per Amount

Rs.

1

2

R.C.C work 1:2:4 Excluding steel and its bending but

including centering and shuttering and binding of

steel


760.77 cuft

3758.02kg

220

65

Cuft

kg

167354/-

244271.3/-

411625.3/-


Rate Analysis for Earthwork in Excavation in Foundation including Filling & up to 30m

Lead & 1.5m lift

Take Quantity = 100cum

Cost of Material : NIL

S.No Labour NO

Rate

Rs

Total

1

2

3

4

Head Mason

Mazdoor(Helpers)

Coolie

Tools &

Miscellaneous

no

20 no

24no

650/-

350/-

250/-

325/-

7000/-

6000/-

250/-

13575/-

Add 10% contractors profit = 1357.5/-

So Total will be 14932.5/-

For 100cum = 14932.5/-

For 1cum= 149.32/-

For 1cuft = .

.=4.228/-

Rate analysis for lean concrete (1:4:8) in foundation

Take quantity = 10cum

Loose quantity =1.5x10=15cum

Cement=[(

)x15]=1.15cum

F.A=[(

)x15]=4.61cum

C.A=[(

)x15]=9.23cum

1.15cum of cement

1 beg of cement =0.035cum

No of begs of cement =.

.= 32.8 33begs

Cost of material

S.No Particulars Quantity Rate

Rs/-

Per Total

Rs/-

1

2

3

Cement

F.A

C.A

33Begs

4.61cum

9.32cum

450/-

300/-

700/-

Beg

Cum

Cum

14850/-

1383/-

6524/-

22757/-

Cost of labour

S.No

Labour

NO

Rate

Rs/-

Total

Rs/-

1

2

3

4

5

Head Mason

Masons

Mazdoor(Helpers)

Coolie

Tools &

Miscellaneous(Lump

sum)

no

1.5no

12no

18no

750/-

600/-

350/-

250/-

375/-

900/-

4200/-

4500/-

300/-

10275/-

Total=Material cost + Labour cost=33032/-

Add 1.5% water charges = 495.45/-

Add 10% contractors profit =3303.2/-

For 10cum=36830.65/-

For 1cum= 3683/-

For 1cuft =

.=104.3/-

Rate analysis for R.C.C 1:2:4


Loose quantity =1.5x10=15cum

Cement=[(

)x15]=2.14cum

F.A=[(

)x15]=4.28cum

C.A=[(

)x15]=8.57cum

1.15cum of cement



.= 61.22 62begs

Steel bars @1%=

x10=0.1cum

78.5 quintal/cum

0.1cum steel=78.5x0.1=7.85x100kg=785kg

Cost of material


Rs/-

Per Total

Rs/-

1

2

3

4

5

Cement

F.A

C.A

Steel

Binding wire

62Begs

4.28cum

8.57 cum

785kg

1.5kg

450/-

300/-

700/-

70/-

75/-

Beg

Cum

Cum

Kg

kg

27900/-

1284/-

5999/-

54950/-

112.5/-

90245.5/-

Cost of labour

S.No

Labour

NO

Rate

Rs/-

Total

Rs/-

1

2

3

4

5

6

Head Mason

Masons

Mazdoor(Helpers)

Coolie

Waterman

Tools &

Miscellaneous(Lump

sum)

no

3no

12no

20no

6no

750/-

600/-

350/-

250/-

200/-

375/-

1800/-

4200/-

4500/-

1200/-

300/-

12375/-

Bending,Cracking & Binding steel

S.no

Labour

No

Rate

Rs/-

Total

Rs/-

1

2

3

Black smith

Mazdoor

Tools & miscellaneous

8No

8no

600/-

350/-

4800/

2800/-

150/-

7750/-

Centering & Shuttering:

NO

Labour

NO

Rate

Rs/-

Total

Rs/-

1

2

3

4

5

Timber planks(Lump sum)

Carpenters

Helpers

Nails

T&P

10NO

10NO

550/-

350/-

2000/-

5500/-

3500/-

250/-

150/-

11400/-

Total=M.Cost+L.Cost+L for steel Cost+Shuttering=121770/-



For 10cum=133244.7/-

For 1cum= 13324.47/-

For 1cuft =.

.=377.46/-

Rate analysis for 1st class brickwork in Super structure with 1:6 Cement Sand mortar


30% of dry volume of mortar is required =3cum

1:6 ratio

Cement=[(

)x3]=0.428cum

Sand=[(

)x3]=2.57cum

0.428 cum of cement



.= 12.22 13begs

Cost of material


Rs/-

Per Total

Rs/-

1

2

3

Cement

Bricks(500 per

cum)

Sand

13Begs

5000nos

2.57 cum

450/-

7/-

300/-

Beg

Cum

Cum

5850/-

35000/-

810/-

41660/-

Cost of labour

S.No

Labour

NO

Rate

Rs/-

Total

Rs/-

1

2

3

4

5

6

7

Head Mason

Masons

Mazdoor(Helpers)

Coolie

Tools &

Miscellaneous(Lump

sum)

Scaffolding

Water man

no

10 no

7no

10no

2no

750/-

600/-

350/-

250/-

250/-

375/-

6000/-

2450/-

2500/-

1000/-

350/-

500/-

13175/-

Total=M.Cost+L.Cost= 54835/-


Add 10% contractors profit = 5483.5/-

For 10 cum= 61141/-

For 1 cum= 6114.1/-

For 1 cuft .

.=173.15/-

Rate analysis for (0.06ft) Plastering (1:6)

Take 100 sq.m

100x0.012m=1.2cum

2 cum will be considered

1:6 Ratio

Cement=[(

)x2]=0.0285 cum

Sand=[(

)x2]=1.71 cum

Cost of material


Rs/-

Per Total

Rs/-

1

2

Cement

Sand

9Begs

1.7cum

450/-

700/-

Beg

Cum

4050/-

1190/-

5240/-

Cost of labour

S.No

Labour

NO

Rate

Rs/-

Total

Rs/-

1

2

3

4

5

Head Mason

Masons

Mazdoor(Helpers)

Scaffolding

Water man

1/3 no

10 no

15no

3/4no

750/-

600/-

350/-

250/-

250/-

6000/-

5250/-

500/-

187.5/-

12187.5/-

Total=M.Cost+L.Cost=17427.5/-



For 10 cum= 19431.6/-

For 1 cum= 1943.16/-

For 1 cuft .

.=55.03/-

Summary of Quantities S.No Discription of items Quantity Cost

Rs/-

1 Earthwork in excavation in foundation 2045.6cuft 8648.7/-

2 Lean concrete 1:4:8 in base of column & footing 337.22cuft 35172.04/-

3 R.C.C work 1:2:4 in footing 557.02cuft 210252.76/-

4 R.C.C work 1:2:4 in column 213.51cuft 80587.7/-

5 Steel reinforcement bars including bending in column 71.72q 466180/-

6 Quantity of R.C.C Roof beam 261.76cuft 98803.92/-

7 Quantity of steel in Roof beam 1516.255kg Included

8 Quantity of R.C.C for slab 760.77cuft 287133.8/-

9 Quantity of steel for slab 3758.02 kg Included

10 Masonry work in superstructure 2587.27cuft 447985.8/-

11 0.06ft Thick Plastering(1:6) 8899.36ft2 489731.78/-

12 Quantity of R.C.C in plinth beam 261.76cuft 98803.92/-

13 Quantity of steel in plinth beam 1516.255kg Included

2223299.52/-

Plinth Area Rate is .

=1111.6/-per cuft

Documents

Project QS&E