Rate Analysis for Conc

Analysis of Rates Mass Concrete in Dams(M-25) Rate per cum Average Lead =1 km (A) Materials: Sno. Item 1 Cement (PPC) 2 Sand



Cur*e Aggregate A20

4 5 ! %

Cur*e Aggregate A10 #ater Adm$xture S$&$ca 'ume

Quantities Unit 412.000 x 1.02 Kgs. 0.!" x 1.00 mᶟ

Rate 5.20 !00.44

Per Kgs. mᶟ

Amount   2185.25 221.!

mᶟ

"18.2

mᶟ

400.0

1.00 mᶟ 1.00 Lts 1.00 Kgs. 1.00 Kgs.

"18.2 1.00 2".00 28.00

mᶟ

0.4! x 1.00 0.2"0 202.000 4.120 0.000

x x x x

Lts Kgs. Kgs. Total:

2!!.!" 202.00 11".48 0.00 !5."# Rs Rs

2 r 5 #a*tage and $nc$denta&* $nc$ denta&* #rk*

Total C$ar%es o& item (A)

!5."# !5."# Rs

(') 'atc$in% Miin%* +a,in% o& Concrete:

1

+atc,$n +atc,$ngg- $x$ng $x$ng C,arge C,arge** u*e rate rate / 120cum 120cum., .,rr = Rate per cum. = *e rate 1%42.%45% 120x.80x.%5 120x.80x.%5

1%42.%5 2.2 2.2 Rs

ak$ng ;< management /actr a* 0.%5 - P&ant :/$c$enc /actr a* 0.80 Total ()

2

2.2 2.2 Rs

ran*prt / Cncrete < ! m7 (2>*.) ran*$t ran*$t $xture Av. Lead = 1.00  3au&$ng Cc&e $me 6 Actua& Prduct$n / +atc,$ng P&ant (120x0.80x0.%5) Lad$ng t$me / ne tran*$t $xture Sptt$ng - a$t$ng Laded ,au&$ng9 !.0..P.3. urn$ng and un&ad$ng t$me :mpt ,au& 98.00 ..P.3.

=

%2 m 7

=

!x2x!0 %2 =

=

=

1x!0 ! 1x!0 8

=

10 m$n

=

1.5 m$n. 10 m$n.

= =

5 m$n. %.5 m$n.

Total C,cle Time/

>. / r$p* $n a 50 m$n. #rk$ng ,ur* =

50 4

?ut put / ne tran*$t m$xture per ,ur =

!x2x1.5"

*e rate / @$e*e& ran*$t* $xture

0 min.

1.4% r$p*

1%.!4% m7

=

800 800 1%.!4%

Trans1ort Rate 1er cum. /

Total (2)



05. Rs

P&acement / cncrete < Cncrete Pump *e Rate / Cncrete Pump = ?ut put / cncrete pump u*$ng ! m7 ran*$t* $xture= Rate per cum

100 1%42.%4! La<ur /r p&acement L.S.

=

$
"" Rs

!02.055 Rs

= =

Total (0)

5

C&ean$ngB S&urrB Cur$ng - '$n$*,$ng ($) Sand +&a*t$ng LS ($$) Cement /r *&urr mrtar LS ($$$) C&ean$ng and a*,$ng LS ($v) Cur$ng and '$n$*,$ng LS

Cat#a&k* and t,er a$d* /r cncret$ng

= = = =

?t,er C,arge* ($) rack C,arge* LS ($$) :&ectr$c$t C,arge* LS ($$$) L$g,t$ng LS

10 R*. 10 R*. 10 R*. 21 R*. 5 Rs.

=

100 R*.

ta& (!) %

 R* 18.%5 R* 2.5 Rs

ta& (5) !

100 R*. 1%42.%45%5 m7,r

#02.050! Rs

Total ()

4

R*.

100 R*.

= = =

20 R* 50 R* 0 R*

ta& (%)

100 R*

Total C$ar%es o& item (') item  to 3

C

22!." Rs

S,utter$ng C,arge* 9R* .per Cum

500 R*

Total C$ar%es o& item C

5"" Rs

 Abstract of Charges  A. Materials B. Batching, Mixing and Laying C. Shuttering

Rate in Rs. Per mᶟ  3395.08 2293.10 500

Prime Cost

6188.18  

 Add "#erhead charges $ Contactor%s  &ro'it(2)*of Prime Cost 

1237.64

Grand Tota

742!.82

+ence Rate &er c,m. -

Rate Analysis for Batching Plant 120mᶟ/hr.

742!.82

Rs

Rate Analysis for Batching Plant 120mᶟ/hr.

A) Depreciaon Charges Cost Of Batching and Mixing Plant at site

16619663 Rs.

Rated Life

30000 hs

Life in !s.

1" !s

#e$ecia%on Chages of the Plant&'

(9".)9 Rs. *ii+

Costx0.90 30000 Cost of Ci,il -os and /ec%on Chages

1)00000 Rs.

aing life of Ci,il -os&'. 102000 's #e$ecia%on Chages fo Ci,il -os

1)0.00 Rs

Cost 10000 otal #e$ecia%on Chages&'s.*iii+

 

648.59 Rs

B) Repair  !aintance Charges 4)5 of de$ecia%on of $lant

 

486.44 Rs

C) P.".#. Charges /lectic /neg cons7m$%on on f7ll load 3.)x60 8h i+

Cost of 3.)x60 8h /lec%cal /neg Rs. :.10&7nit

((1.00 Rs

ii+

Cost of L7;icants < =ease  :)5 of C*i+ a;o,e

110.:) Rs

iii+ >7ndies < Miscellaneo7s >7$$lies 105 of item *;+

(".6( Rs

otal P.O.L. Chages&'s.

 

599.89424 Rs

D) #a$o%r Charges Rated Life in 's.&!s

30000

1664

1" i+

O$eato



:)0 x

1: x

1

1."0 Rs

1

0.99 Rs

1664 ii+

Beldas



134 x

1: x

1664

*i+

iii+ Mechnic



:)0 x

1: x

1664 x i,+ ?oeman



1)0 x

Cho8ida 

134 x

0.90 Rs

1

0.)( Rs

1

0.99 Rs

: 1: x

1664 x ,+

1

: 1: x

1664 #iect La;o7 Chages

).:1 Rs

x

@dd fo hidden cost of la;o7 )05 of diect la;o7 Chages

:.61 Rs



otal La;o7 Chages&'s *x+

7.82 Rs

&o%rly 'se Rate (ABCD)

 

 

1742.75 Rs

Concrete Design !i* +or ,a-ra %% &P (for 1mᶟ !i*)

>.Ao. 1 : 3 ( ) 6 4

>.Ao. 1 : 3 ( ) 6 4

tem

Cement (PPC) Sand Cur*e Aggregate A20 Cur*e Aggregate A10 #ater Adm$xture S$&$ca 'ume

tem

Cement (?PC) Sand Cur*e Aggregate A20 Cur*e Aggregate A10 #ater Adm$xture S$&$ca 'ume

nit MD10 MD1) MD:0 MD:) Kgs.

3:6

3(6

396

(1:

Rate ).:

:60

mᶟ

0.3") 0.3" 0.39:3 0.369

600.((

14

mᶟ

0.()( 0.((9 0.(:3" 0.(36

91".3:

:6

mᶟ

0.303 0.:99 0.:":6 0.:9

91".3:

:6

Lts

:0:

:0(

:0:

:0:

1

Kgs.

3.:6

3.(6

3.96

(.1:

:9

Kgs.

0

0

0

0

:"

nit MD(0 MD)) Rate Kgs.

(30

)00

).(

:40

mᶟ

0.366 0.3)( 600.((

14

mᶟ

0.()1 0.(36 91".3:

:6

mᶟ

0.301 0.:91 91".3:

:6

Lts

140.: 160

1

Kgs. (.601

4.4

1)4

1)4

Kgs.

)0

:"

:"

30.1

>$. #ensit Of >and

16"0 g&mᶟ

>$. #ensit Of Co7se @ggegate

1):9 g&mᶟ

:9