boq & cost estimation

8/9/2019 BOQ & Cost Estimation

1/30

Sl.No Description No L B D

1 Earthwork

Peripheral wall 1 103.67 3 3

Long Main wall 1 22.501 3 3

Wall !itchen" #e$ 2 %.667 3 3

wallhall & Li'ing 1 %.667 3 3

2 Foundation flling with RR stone

Peripheral wall 1 103.67 3 3

Long Main wall 1 22.501 3 3

Wall !itchen" #e$ 2 %.667 3 3

wallhall & Li'ing 1 %.667 3 3

3 Basement wall

Peripheral wall 1 103.67 1.5 2

Long Main wall 1 2(.001 1.5 2

Wall !itchen" #e$ 2 10.167 1.5 2

wallhall & Li'ing 1 10.167 1.5 2

4 Earthflling in Basement

)all 1 16.(17 *.5 1.667

Li'ing 1 7.75 *.5 1.667

Be$ 2 7.75 *.5 1.667

+itchen 1 6.5 *.5 1.667

5 PCC ooring

)all 1 16.(17 *.5 0.333

Li'ing 1 7.75 *.5 0.333

Be$ 2 7.75 *.5 0.333

+itchen 1 6.5 *.5 0.333

6 Floor fnising with 2mm C! 1"3

)all 1 17.*17 11

Li'ing 1 *.25 11

Be$ 2 *.25 11

+itchen 1 % 11

# $all

Peripheral wall 1 103.67 11


2/30

Long Main wall 1 2(.%3( 11

Wall !itchen" #e$ 2 11 11

wallhall & Li'ing 1 11 11

%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

' Plastering( )uter

Peripheral wall 1 106.33% 13.5

* Plastering( +nner



Wall !itchen" #e$ ( 11 11


%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

1Roofng sheet in&luding steel ,urlines and main load -

Sheeting 1 30 26

11.intels with shuttering and re-ar

DoorD 1 ( 0.667 0.5

DoorD1 2 3.5 0.667 0.5

Win$owW 1 ( 0.667 0.5

Win$owW1 ( 3 0.667 0.5

,pening, 2 3.5 0.667 0.5

12/unshade with shuttering and re-ar

DoorD 1 ( 0.25 1.5

Win$owW 1 ( 0.25 1.5

Win$owW1 ( 3 0.25 1.5


3/30

13%oors(shutters and holders

DoorD 1 3 7

DoorD1 2 2.5 7

14windows(shutters and grills

Win$owW 1 3 3

Win$owW1 ( 2 3

15$hite washing 0distem-ering

)utside


+nside





%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

16.ots

!itchen 1 % 2 0.25

Be$ 2 11 2 0.25

1#Cu,-oards

)all 1 3 7

+itchen 1 3 7

Be$ 2 3 7

1'kit&hen ,laorms

plat-or 1 17 2 0.25

1*kit&hen sink

sin! 1 1


4/30

2toilet se,ti& tank

21&hoke ,it


5/30

/

*33.03

202.50*

156.006

7%.003

136*55&t

3'#'2Cum

*33.03

202.50*

156.006

7%.003

136*55&t

3'#'2Cum

311.01

72.003

61.002

30.501

4#4516&t

1343#1Cum

25*.*%7%

122.732*

2(5.(65%

102.*373

#31124&t

2#35Cum

51.*351%

2(.51713

(*.03(25

20.56275

1464*&t

4135#3Cum

1*7.0%7

101.75

203.5

%%

5*33#st

54'436/m

11(0.37


6/30

273.17(

2(2

121

1##654/t

21

35

*

2(

35

124 /t

165254/t

153525/m

1(35.563

143556/t

13336#/m

1111.022

5(6.3(%

(%(

2(2

23'33#/t

21

35

*

2(

35

124 /t

225*3#/t

2**1/m

aring mem-ers

7%0

#' st

#2463'/m

1.33(

2.33(5

1.33(

(.002

2.33(5

1133*&t

321'Cum

1.5

1.5

(.5


7/30

#5 &t

2123#Cum

21

35

56st

5.202527 S

*

2(

33st

365##/m

1(35.563

1111.022

5(6.3(%

(%(

2(2

3'1'*3/t

21

35

*

2(

35

124 /t

36*4*3/t

34326'/m

(

11

15 &t 243'2'

424#6 Cum 6

#5

21 0.10*723

21 1.(62*6*

(2 13.33333

'4st

#'3#*/m

%.5

'5 &t

24#Cum

1

1 o


8/30


9/30

Sl.No Description No L B D

1 Earthwork

-ooting 11 ( ( (

Peripheral wall 1 **.67 1.5 1.5

Long Main wall 1 22.501 1.5 1.5

Wall !itchen" #e$ 1 %.667 1.5 1.5

wallhall & Li'ing 1 %.667 1.5 1.5

,tsi$e roo 3 %.75 1.5 1.5

2 PCC or ooting 1"4"'

Footing 11 35 35 #5

Peripheral wall 1 **.67 1.5 #5

Long Main wall 1 22.501 1.5 #5

Wall !itchen" #e$ 1 %.667 1.5 #5

wallhall & Li'ing 1 %.667 1.5 #5

,tsi$e roo 3 %.75 1.5 #5

2 RCC or ooting 1"2"4

4ooting 11 3 3 1.5

RCC or &olumn u,to PB 1"2"4

oln 11 0.75 0.75 5#5

2 RCC or Plinth -eam 1"2"4

Peripheral wall 1 102.*2 0.75 #5

Long Main wall 1 2(.751 0.75 #5

Wall !itchen" #e$ 1 10.*17 0.75 #5

wallhall & Li'ing 1 10.*17 0.75 #5

,tsi$e roo 3 10.*17 0.75 #5

2 RCC or &olumn -eam 1"2"4

oln 11 0.75 0.75 11

2 RCC or roo -eam 1"2"4

Peripheral wall 1 102.*2 0.75 #5

Long Main wall 1 2(.751 0.75 #5

Wall !itchen" #e$ 1 10.*17 0.75 #5


10/30

wallhall & Li'ing 1 10.*17 0.75 #5

,tsi$e roo 3 10.*17 0.75 #5

steel reuired

4ooting 132 3 0.2706(*

Column 44 1#5 0.2706(*

PB roo -eam

Peripheral wall 2 103.67 0.2706(*

Long Main wall ( 25.501 0.2706(*

Wall !itchen" #e$ ( 11.667 0.2706(*

wallhall & Li'ing ( 11.667 0.2706(*

,tsi$e roo 12 11.667 0.2706(*

3 Basement wall

Peripheral wall 1 103.67 1.5 2

Long Main wall 1 2(.001 1.5 2

Wall !itchen" #e$ 2 10.167 1.5 2

wallhall & Li'ing 1 10.167 1.5 2

4 Earthflling in Basement

)all 1 16.(17 *.5 1.667

Li'ing 1 7.75 *.5 1.667

Be$ 2 7.75 *.5 1.667

+itchen 1 6.5 *.5 1.667

5 PCC ooring

)all 1 16.(17 *.5 0.333

Li'ing 1 7.75 *.5 0.333

Be$ 2 7.75 *.5 0.333

+itchen 1 6.5 *.5 0.333

6 Floor fnising with 2mm C! 1"3

)all 1 17.*17 11

Li'ing 1 *.25 11

Be$ 2 *.25 11

+itchen 1 % 11


11/30

# $all



Wall !itchen" #e$ 2 11 11


%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

' Plastering( )uter


* Plastering( +nner





%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

1Roofng sheet in&luding steel ,urlines and main load -

Sheeting 1 30 26

11.intels with shuttering and re-ar

DoorD 1 ( 0.667 0.5

DoorD1 2 3.5 0.667 0.5

Win$owW 1 ( 0.667 0.5

Win$owW1 ( 3 0.667 0.5

,pening, 2 3.5 0.667 0.5

12/unshade with shuttering and re-ar


12/30

DoorD 1 ( 0.25 1.5

Win$owW 1 ( 0.25 1.5

Win$owW1 ( 3 0.25 1.5

13%oors(shutters and holders

DoorD 1 3 7

DoorD1 2 2.5 7

14windows(shutters and grills

Win$owW 1 3 3

Win$owW1 ( 2 3

15$hite washing 0distem-ering

)utside


+nside





%edu&tions

DoorD 1 3 7

DoorD1 2 2.5 7

Win$owW 1 3 3

Win$owW1 ( 2 3

,pening, 2 2.5 7

16.ots

!itchen 1 % 2 0.25

Be$ 2 11 2 0.25

1#Cu,-oards

)all 1 3 7

+itchen 1 3 7

Be$ 2 3 7

1'kit&hen ,laorms

plat-or 1 17 2 0.25


13/30

1*kit&hen sink

sin! 1 1

2toilet se,ti& tank

21&hoke ,it


14/30

/

70(

22(.2575

50.62725

1*.50075

1*.50075

5*.0625

1#6*5&t

34*64Cum

101.0625

112.12%%

25.31363

*.750375

*.750375

2*.53125

2'#53#&t

'1422* 24426*

1(%.5

1(%.5

42513 2125#

35.57%13

355#'1&t

1#4' 53#4

57.%*25

13.*22((

6.1(0%13

6.1(0%13

1%.(22((

1251*&t

2*3# 145153

6%.0625

6'625&t

1*2#35 *636#6

57.%*25

13.*22((

6.1(0%13


15/30

6.1(0%13

1%.(22((

1251*&t

2*3# 145153

107.1771

20%.3***

56.116(

27.6073

12.63066

12.63066

37.%*1*7

462454 23122#

311.01

72.003

61.002

30.501

4#4516&t

1343#1Cum

25*.*%7%

122.732*

2(5.(65%

102.*373

#31124&t

2#35Cum

51.*351%

2(.51713

(*.03(25

20.56275

1464*&t

4135#3Cum

1*7.0%7

101.75

203.5

%%

5*33#st


16/30

54'436/m

11(0.37

273.17(

2(2

121

1##654/t

21

35

*

2(

35

124 /t

165254/t

153525/m

1(35.563

143556/t

13336#/m

1111.022

5(6.3(%

(%(

2(2

23'33#/t

21

35

*

2(

35

124 /t

225*3#/t

2**1/m

aring mem-ers

7%0

#' st

#2463'/m

1.33(

2.33(5

1.33(

(.002

2.33(5

1133*&t

321'Cum


17/30


18/30

1

1 o


19/30

/lo %es&ri,tion 7nit

1 Earthwork Cum

Earthwork excavation by machinery Cum

L/C for trimming Cum

Disposal & stacking of soil at site CumShoring, strutting an ewatering Cum

!ools an "lants Cum

Total

2Foundation flling with RR stone Cum

Cost ## stone Cft

L/C for laying Cft

$atering & Consoliation Cum

!ools an plants Cum

Total

3 Basement wall Cum

Cost of cement %g

Cost of san Cft

Cost of rubble stone Cft

an stone 'o

L/c for laying Cft

Curing charges Cum

!ools an plants Cum

Total

4 Earthflling in Basement Cum

L/C for laying Cft

$atering & Consoliation Cum

!ools an plants Cum

Total

5 PCC ooring 1"4"' Cum

Cost of cement %g

Cost of san Cft

Cost of ()mm metal Cft

L/C for laying & mixing Cum

Curing charges Cum

!ools an plants Cum

Total

6 Floor fnising with 2mm C! 1"3 /m

Cost of cement %g


20/30

Cost of san Cft

L/C for fixing S*m

Curing charges & scaffoling S*m

!ools an plants S*m

# $all /m

Cost of soli block+-)mm tk 'oCost of cement %g

Cost of san Cft

L/C for laying 'o

Lifting cost S*m

Scaffoling cost S*m

Curing Charges S*m

!ools an plants S*m

Total

' Plastering( )uter 1"5 /mCost of cement %g

Cost of san Cft

L/C for fixing S*m


!ools an plants S*m

* Plastering( +nner /m

Cost of cement %g

Cost of san Cft

L/C for fixing S*m


!ools an plants S*m

1Roofng sheet in&luding steel ,urlines a /m

Roofng sheet /m

Cost of Sheet S*m

.ixing accessories S*m

L/C for .ixing S*m

/u-(1

/teel ,i,e

Steel pipe +g

4iing +g

/teel ,i,ing

2 s pipe (

2 s pipe 3

1 s pipe 6


21/30


22/30

1#Cu,-oards o

1'kit&hen ,laorms &um

Cost of cement %g

Cost of san Cft

Cost of ()mm metal Cft

L/C for laying & mixing CumCuring charges Cum

!ools an plants Cum

Shuttering S*m

Steel %g

1*kit&hen sink no

2toilet se,ti& tank &hoke ,it no


23/30

89: Rate ;mount

3'#'212' 12 4653'41535*3 4653'41536

)) 0))) 0)))

)) 1))) 1)))

)) ))) ))) )) -)) -))

)) -)) -))

120.00

3'#'212' ##666 3122*366 3122*3#

222 111 -332(

1-1 -)) 40-4

111 ()) 004

)) -)) -))

776.66

1343#55 2 165*1 2*133#66**6 2*133#6# 33

30) -)) 2)3)) 115

-)) 1(30 25(30

1-1 (()) 4405

4)) -)) )-))

1-1 ))) 1-12

)) ())) ()))

)) ))) )))

2 165.91

2#35'4 46*' *#2664626#'' *#2664626'

1-1 )) 1-1

111 ()) 004

)) -)) -))

46.98

4135#33'3 2 64*14 1*5614*#36' 1*5614*#4

0()) -)) 3)))

())) 1(30 0-42

1)) (()) 03())

)) 2-))) 2-)))

)) 1))) 1)))

)) ())) ()))

2 649.14

54'436455 1611 ''31'*#611 ''31'*#6

)-0 -)) -(3)


24/30

)) 1(30 1(30

)40 2)) 21)0

)40 ()) (-1

)40 )) )40

1611

153525'4 53#'6 '25#4562'2'5 '25#4562'3

1)) (-)) 1(-)) 4)) -)) 1-))

)) 1(30 1(30

1)) -)) 0-))

)) -))) -)))

)) (-)) (-))

)) 1)) 1))

)) ()) ())

537.86

13336#5# 13*'* 1'6566*'' 1'6566*' 012 -)) 103

)) 1(30 1(30

)40 2)) 21)0

)40 ()) (-1

)40 )) )40

13*'*

2**5*5 14#'1 31243'#366* 31243'#3#

45( -)) 150)

)) 1(30 1(30

)40 2)) 21)0

)40 ()) (-1

)40 )) )40

14#'1

#2463#6'1 5#5 41666666666# 416666666#

) 2-))) 25-))

)) 2-)) 2-))

)) 1-)) 1-))

5#5

1 3 5*6# 3 5*6# 3 5*6#

((*.%62%(67 60 26 **1.77

((*.%62%(67 % 3 5*%.*0

3 5*6#

41 6 175.556232%55%

*143553#* 6 16(.5%3*6%3023

*143553#* 2 10*.7226(553(*


25/30

44*'62'466*3kg

321'16* 1 6*14 32331#43'*# 32331#43*

(0)) -)) )3)))

())) 1(30 0-42

1)) (()) 03())

)) 3)))) 3)))) )) 1))) 1)))

)) ())) ()))

))) ())) ())))

3))) 4))) - 0))))

10 069.14

2123#435 1 66*14 2265'5222#*1 2265'5222'

(0)) -)) )3)))

())) 1(30 0-42

1)) (()) 03()) )) 3)))) 3))))

)) 1))) 1)))

)) ())) ()))

-)) ())) 3))))

3))) 4))) - 0))))

10 669.14

522526*4 16146 '4 '4

10.76( 150 161(.6

365##4' 2152' 66 66

10.76( 100 1076.(

10.76( 100 1076.(

2152'

34326#651 1 34326#651431 34326#6514

424#6#2 126*142'5#1 51264*##'#2 51264*##'#

(0)) -)) )3)))

())) 1(30 0-42

1)) (()) 03())

)) 3)))) 3))))

)) 1))) 1)))

)) ())) ()))

-)) ())) 3))))

)))) 4))) 4 )))))

12 6*14


26/30

4 25 1 1

246*##4 12 6*14 2*515412#5 2*515413

(0)) -)) )3)))

())) 1(30 0-42

1)) (()) 03())

)) 3)))) 3)))) )) 1))) 1)))

)) ())) ()))

-)) ())) 3))))

)))) 4))) 4 )))))

12 6*14

1 2 2

1 #5 #5 #5


27/30


28/30


29/30


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boq & cost estimation

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