rate analysis for block work& plastering

7/26/2019 Rate Analysis for Block Work& Plastering

1/20

12 mm Cement plaster in single coat in CM 1:4

DESCRIPTION OF ITEMS UOM U!NTIT"

Materials

Cement Bag 0.11

River Sand Cum 0.02

Lime rendering Sqm 1.00

Total Material

#astage o$ Material 5%

Total Material Cost %!&:'

Manpo(er

Labour Cost Sqm 1.00

Helpers for sifting of materials Sqm 1.00

Total la)o*r %+&:'

Mac,inar-

Hire !arges " #aintenan!e of $quipments 2.00%

Total Mac,iner- %C&:'

S*)total 1. %!&/%+&/%C&:'

Miscelleneo*s

ater " $le!tri!it& 1.50%

S!affolding 2.50%

Sundries " Contingen!ies '.00%

(ransportation) (ools and ta!*les) lead " Lifts +.50%

Total Miscellaneo*s %D&:'

S*)total 2. %!&/%+&/%C&/%D&:'

O0er ea 3 Pro$its

,ver Head " -rofits 15.00%

Total O0er ea 3 Pro$its %E&:'

S*)total . %!&/%+&/%C&/%D&/%E&:'

Ta5es 3 D*ties

/( n!luded on #aterial -ri!e

Servi!e (a3 $3!luded

Total Ta5es 3 D*ties %F&:'

6ran Total Rate Per 1S7m

R!TE8S7m 9INR *p to ;t, $loor

From 6th Floor to 11th Floor

From 11th Floor to Terrace

Material Basic Price

Cement Bag 390/-

R.Sand Cft 130/-


2/20

1; mm Cement plaster in single coat in CM 1:4


Materials

Cement Bag 0.12

River Sand Cum 0.02


Corner Beads4mes 0 5%

Total Material



Manpo(er



Total la)o*r %+&:'

Mac,inar-



S*)total 1. %!&/%+&/%C&:'

Miscelleneo*s


S!affolding 2.25%




S*)total 2. %!&/%+&/%C&/%D&:'

O0er ea 3 Pro$its



S*)total . %!&/%+&/%C&/%D&/%E&:'

Ta5es 3 D*ties









3/20

12 mm Cement plaster in single coat in CM 1:; $or Ro*g, Plastering


Materials

Cement gs 0.12

River Sand Cum 0.02


Total Material



Manpo(er



Total la)o*r %+&:'

Mac,inar-



S*)total 1. %!&/%+&/%C&:'

Miscelleneo*s


S!affolding 2.00%




S*)total 2. %!&/%+&/%C&/%D&:'

O0er ea 3 Pro$its



S*)total . %!&/%+&/%C&/%D&/%E&:'

Ta5es 3 D*ties









4/20

2< mm Cement plaster in single coat in CM 1:= (it, (ater proo$ing compon


Materials

Cement gs 0.11

River Sand Cum 0.0'

ater proofing !ompound Ltr 0.0'

Corner Beads4mes 0 +%

Total Material



Manpo(er



Total la)o*r %+&:'

Mac,inar-



S*)total 1. %!&/%+&/%C&:'

Miscelleneo*s


S!affolding 2.00%




S*)total 2. %!&/%+&/%C&/%D&:'

O0er ea 3 Pro$its



S*)total . %!&/%+&/%C&/%D&/%E&:'

Ta5es 3 D*ties









5/20

12 mm 3 > mm Cement plaster in Do*)le coat in CM 1:= 3 1:4 (it, (ater pro


Materials

Cement gs 1.'0

River Sand Cum 0.0'

ater proofing !ompound Ltr 0.0'

Corner Beads4mes 0 +%

Total Material



Manpo(er



Total la)o*r %+&:'

Mac,inar-



S*)total 1. %!&/%+&/%C&:'

Miscelleneo*s


S!affolding '.00%



S*)total 2. %!&/%+&/%C&/%D&:'

O0er ea 3 Pro$its



S*)total . %!&/%+&/%C&/%D&/%E&:'

Ta5es 3 D*ties









6/20

R!TE !MOUNT 9INR REM!R?S

+25.00 +6.75

2)116.80 ''.87

+.00 +.00

>


7/20


+25.00 51.00

2)116.80 '5.99

+.00 +.00

+85.00 2+.25

11;@24

5.76

121@


8/20


+25.00 51.00

2)116.80 '5.99

+.00 +.00

>=@BB

4@;

B1@

175.00 175.00

150.00 150.00

2;@@24

42


9/20


+25.00 +6.75

2)116.80 52.92

2+5.00 7.'5

+85.00 19.+0

12=@42

6.'2

200.00 200.00

175.00 175.00

A;@;@1=

=;2@>=

'

=;2@>=

=;@


10/20

o$ing compon


+25.00 552.50

2)116.80 52.92

2+5.00 7.'5

+85.00 19.+0

=2@1A

'1.61

215.00 215.00

185.00 185.00

4


11/20

2


12/20


13/20

1;


14/20

1


15/20

!MOUNT 9INR REM!R?S

6'.75

++.00

575.00

=>2@A;

4@14

A1=@>B

175.00

100.00

2A;@;

19.9+

29.91

19.9+

++.86

114@=4

1111@4>

166.72

1==@A2

12A>@21

'

12A>@21

12A>@


16/20


17/20

!MOUNT 9INR REM!R?S

6'.75

++.00

+75.00

562.50

'9.50

11>4@A;

;B@24

124@BB

175.00

150.00

'9.'8

15.80

>

8.12 ;

>@12

1=2@2>

'2.65

+8.97

'2.65

7'.+5

1>A@A1

1>2


18/20

!MOUNT 9INR REM!R?S

6'.75

++.00

+75.00

562.50

'9.50

11>4@A;

;B@24

124@BB

175.00

150.00

'9.'8

15.80

>

7.82

A@>2

1;A2@A;

'1.+5

+7.18

'1.+5

70.77

1>A

1A;@=2

26'.0+

2=@


19/20

Abstract o A!al"se# $ates rom %etails $ate A!al"sis

&.'o %escri(tio! )!it

1 MA&*'$+ *$-1.01 200 mm thic /./ Blocs &ie 200 200 400 S!m

"# to th $loo%

$%om th $loo% to 10th $loo%

$%om 10th $loo% to &e%%ace

1.02 150 mm thic /./ Blocs &ie 150 200 400 S!m

"# to th $loo%



1.03 100 mm thic /./.Blocs &ie 100 200 400 S!m

"# to th $loo%



&b Total Amo!t

2 PA&T$' *$-&

2.01 /eili! Plasteri! 12mm thic :ith /M 1;4 S!m

"# to th $loo%



2.02 !ter!al :alls (lasteri! 15 mm thic :ith /M 1;4 S!m

"# to th $loo%



2.03 !ter!al $oh (laster 10


20/20

$ate

1'2().00 11.20

1'32).00

1'3().00

2'093.00 6.11

2'143.00

2'193.00

2'01(.00 443.(4

2'06(.00

2'11(.00

31.00 414.1)

)1.00

631.00

640.00 339.20

690.00

(40.00

36.00 26).00

)6.00

636.00

63.00 2(4.26

(03.00

(3.00

1'30).00 1'033.32

1'3).00

1'40).00

rate analysis for block work& plastering

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