valve pits estimate 2014-15

8/12/2019 Valve Pits Estimate 2014-15

1/15

JANGAREDDYGUDEM NAGARPANCHAYAT

Material Lead Statement for 201!1"

Sl# No# De$%ri&tion Unit Co$t at $o'r%e Lead in (#M# Sei)n!

1 Cost of Cement OPC Local 000#00

2 Cost of Sand for Mortor Concrete Items Jalleru 1 Cum 462.00 7.00 109.30 13.42

3 Cost of Sand for Motor Jalleru 1 Cum 606.00 7.00 109.30 13.42

4 Cost of Sand for flln! Jalleru 1 Cum 342.00 7.00 109.30 13.42

" #!!re!ates 6 mm $omnal s%e &'( )oad 1 Cum 73".00 4".00 ""6.60 6*.3"

6 #!!re!ates 10 mm $omnal s%e &'( )oad 1 Cum 93".00 4".00 ""6.60 6*.3"7 #!!re!ates 13.2+12." mm $omnal s%e &'( )oad 1 Cum 1097.00 4".00 ""6.60 6*.3"

* #!!re!ates 20 mm $omnal s%e &'( )oad 1 Cum 136".00 4".00 ""6.60 6*.3"

9 #!!re!ates 2" mm $omnal s%e &'( )oad 1 Cum 1313.00 4".00 ""6.60 6*.3"

10 #!!re!ates 40 mm $omnal s%e &'( )oad 1 Cum *4".00 4".00 ""6.60 6*.3"

11 #!!re!ates ,elo- ".6mm &'( )oad 1 Cum ""7.00 4".00 ""6.60 6*.3"

12 #!!re!ates 22.4 mm to 2.36mm &'( )oad 1 Cum 914.00 4".00 ""6.60 6*.3"

13 #!!re!ates 22.4 mm to ".60 mm &'( )oad 1 Cum 1040.00 4".00 ""6.60 6*.3"

14 #!!re!ates 4" mm to 22.4 mm &'( )oad 1 Cum 114".00 4".00 ""6.60 6*.3"

1" #!!re!ates 63 mm to 4" mm &'( )oad 1 Cum 662.00 4".00 ""6.60 6*.3"

16 #!!re!ates 11.2 mm to 0.09 mm &'( )oad 1 Cum 704.00 4".00 ""6.60 6*.3"

17 #!!re!ates 13.2 mm to 0.09 mm &'( )oad 1 Cum 79*.00 4".00 ""6.60 6*.3"

1* #!!re!ates 13.2 mm to ".6 mm &'( )oad 1 Cum 919.00 4".00 ""6.60 6*.3"

19 #!!re!ates "3 mm to 22.4 mm &'( )oad 1 Cum *72.00 4".00 ""6.60 6*.3"

20 #!!re!ates10 mm to " mm &'( )oad 1 Cum *7".00 4".00 ""6.60 6*.3"

21 #!!re!ates 2" mm to 10 mm &'( )oad 1 Cum 1129.00 4".00 ""6.60 6*.3"

22 #!!re!ates elo- ".6 mm &'( )oad 1 Cum ""7.00 4".00 ""6.60 6*.3"

23 Cost of 'ra/el anameta 1 Cum 103.00 " *4.10 10.33

24 Cost of Stone ust+ &'( )oad 1 Cum. 3"7.00 4".00 ""6.60 6*.3"

uarr ru,,s5 1 Cum. *1.00 4".00 ""6.60 6*.3"

2" Cost of Steel Local 1 M 000

2* Cost of rcs

29 20 MM 8' Metal 'raded: 0.70 cm 1903.2" 1332.27

0.10 cm 163".2" 163."2

0.10 cm 1473.2" 147.32

0.10 cm 1273.2" 127.32

20 MM HG Metal Graded1,,0#"

So'r%e name of3'arr4

Con5e4an%eC*ar)e$

Ded'%t 1 6%ontra%tor

&rofit

20mm8' Metal

12mm8' Metal

10 mm 8' Metal

6 mm 8' Metal


2/15

ELURU MUN7C7PAL7TY DATA 2010!2011S#No De$%ri&tion Unit 8'antit4 Rate Amo'nt

1

9rdinar4 $oil

Man'al Mean$ U&to . m de&t* 'nit ! 1 %'m

Ta:in) o't &'t 10 %'m

a: La,our

Mate

Ma%door ;nsled: da 3.64 2"0.00 910.00

2" < la,our 227."0

11.,#"0

,=c: o/er 5eads > contractor roft 14< 1"9.2"

12+/#," 10 Cum

R$#12+#/- 1 %'m

28'arr4 D'$t fillin) o't &'t /%'m

a: La,our

Mate

Ma%door ;nslled: da 0.31 21".00 66.6"

2" < on La,our )s.66.6": 16.66

,: Materal ?lln!:

Cost of ust 1 cum 6 *9".2" "371.47

#dd Seonara!e c5ar!es 1 cum @ @

""#,+

C> : o/er 5eads > contractor roft 14< 763.67

"/-#/1

)ate er cum +11#

3

Sand fillin)

a: La,our

Mate

Ma%door ;nslled: da 0.31 2"0.00 77."0

2" < on La,our )s.66.6": 19.3*

,: Materal ?lln!:

Cost of sand 1 cum 6 477.** 2*67.26

#dd Seonara!e c5ar!es 1 cum @ @2+/#1

C> : o/er 5eads > contractor roft 14< 414.9*

&art5-or n eAca/aton for structures as er dra-n!and tec5ncal secfcatons Clause 30".1 ncludn!settn! outB constructon of s5orn! and ,racn!Bremo/al of stums and ot5er deleterous materal and

dsosal uto a lead of "0 mB dressn! of sdes and,ottom and ,acflln! n trenc5es -t5 eAca/atedsuta,le materal as er ec5ncal Secfcaton 30"MO) + 304 MO)8 Pa!e $o.4*4:

;illin) in fo'ndation tren%*e$ a$ &er dra


3/15

4

;nt 1 cum

A#Material$

Cement ! 162.00 )&?D )&?D

coarse a!!re!ate 40 mm cum 0.90 13*3.2" 1244.92

fne a!!re!ate sand: Motor cum 0.4" 741.** 333.*4

Senora!e c5ar!es for C# cum 0.90 0.00 0.00

Senora!e c5ar!es for ?# cum 0.4" 0.00 0.00

Eater ncludn! for curn!: M1*9 P.$o.34: l 1.20 77.00 92.40

# Ma%*iner4

Concrete mAer 10+7 cft 0.2+0.* cum caact 5our 1.00 24*.40 24*.40

C#La>o'r .00?200 Die$el P#No#1.0

Mason 1st class da 0.10 2*".00 2*."0

Ma%door ;nslled da 1.39 21".00 29*.*"

2" < on La,our )s.327.3": *1.*4

Eater c5ar!es 1< )s.327.3" 3.27

2+/0#1/

Contractor roft 14< 414.42

..,#"- 1 Cum

"

a# Material$

Cement M 0.22 4000.00 **0.00%oar$e $and cum 0.4" 741.** 333.*4

0mm a))re)ate$ cum 0.60 13*3.2" *29.9"

20mm a))re)ate$ cum 0.30 170".62 "11.69

Mec5ancal concrete mAer 0.40+0.26 cum caact 8our 0.40 24*.40 99.36

%# La>o'r

Mason 1st class da 0.10 2*".00 2*."0

Ma%door ;nslled da 1.39 21".00 29*.*"

add 2" < Ml #llo-ance *1.*4

.1"1#-"

.1"#1+

./,#0

O/er 5ead > contractors roft F14< 4*".39

)ate+1 Cum .+"2#.

6 ;nt G 1 M

a Material

Plain Cement %on%rete 1@@- '$in) 0 mm metal


4/15

lacsmt5 + ar ,ender da 10.00 300.00 3000.00

Ma%door ;nslled: da 10.00 21".00 21"0.00

La,our on 2"< 12*7."0

Sundres on Materal "2+/,#"0

d 95er*ead$ on a> 741".4"e Contra%tor$ &rofit on a>% /0.-2#+" 1 onn

/0#.- ?1 ()

7 PLASTER7NGPla$terin) o'r

Mason 1st class da 0.10 2*".00 2*."0

Ma%door ;nslled da 1.39 21".00 29*.*"

2" < on La,our *1.*4FRE;

)&?D

FRE;

Contractor roft 14< )&?D

1./#0-

+ Rate? 1 %'m

a: Materal

Cement M 0.33 4000.00 1320.00

Coarse sand Cum 0.4" 741.** 333.*420mm a!!re!ates Cum 0."4 1903.2" 1027.7"

10mm a!!re!ates Cum 0 36 1473 2" "30 37

> La>o'r for %'ttin)B >endin)B $*iftin) to $iteB t4in)and &la%in) in &o$ition

Mason 1stclass

Plain Cement %on%rete Naminal mi 1@.@/ '$in)20 mm =12mm )raded metal


5/15

#dd 2"< Ml. #llo-ance *1.*4

c: Mac5ner

Mec5ancal concrete mAer 0.40+0.26 cum caact 5our 0.40 24*.40 99.36

'enerator 33(K# 5our 0.40 0.00 0.00

3720."1

372.0"

4092."6

O/er 5ead > contractors roft F 14< "72.96Rate? 1 %'m //"#"2

10

Pa!e 22" of MO)>8 *03 S

;nt Sman! Out Put G 640 Sm

a La>o'r

Mate da 0."0 21".00 107."0

Ma%door ;nslled: da 2.00 21".00 430.00

#dd 2"< Ml. #llo-ance 134.3*

Su, otal #: 671.**

Ma%*iner4

)oad Man! Mec5ne F *0 Sm Per 8our 5our *.00 90.00 720.00

ractor @rolle 5our *.00 34".00 2760.00

Su, otal ,: 34*0.00

C Material

8ot #led 5ermolastc Comond ltre 2000.00 200.00 400000.00

)eflectorsn! 'lass ,eads (!s 6".00 6".00 422".00

Su, otal ,: 40422".00

0-.,/#--

O/er 5ead > contractors roft F 14< "7172.76

/""+#/

Rate? 1 S3m ,2,#2

11

Con/eance for 3 (m 1 44." #"0

12

asc )ate 1"49.00

"(M Con/eance 40.90

1"9.""

1749.4"

Contractor Proft 14< 244.92

1++#.,

d: ?orm -or F10< on cost of materalB la,our andmac5ner

Pro/dn! and Lan! of 8ot #led 5ermolastcComound 2."mm t5c ncludn! reflectorsn! !lass,eads on, ,tumnous surface at 2"0 !ms er areaBt5cness of 2."mm s eAclus/e of surface aled!lass ,ead as er I)C 3" t5e fns5n! surface to ,ele/el Bunform and free from streas and 5olesetc.comlete for fns5ed tem of -or -t5 all lft andlead:.

Cartn! a-a of eAca/ated eart5+ de,rs to a lead of 3 (m.5e rate ncludn! con/eance c5ar!esB la,our c5ar!es forloadn!B unloadn!B etc.B comlete as drected , t5edeartmental offcer n c5ar!e of t5e -or

SulB del/er of 4"0mm da $3 class )CC s+ses ncludn! eart5 -or lo-ern!B lan!B ontn!across CC++EM roads


6/15

AEE PH De&'t4 Ee%'ti5e En)ineer PH Ee%'ti5e En)ineer PH

El'r' El'r' El'r'


7/15

JANGAREDDY GUDEM NAGARA PANCHAYAT

WATER SUPPLY DATAS -2014-15

Ordinary !i"

Manual Means Upto 3m depth unit - 1.00 Cum

Taking out put 10 Cum

Labour

Mate

Mazdoor (Unskiled) da 3.!" #$%.00 10&3.'0

#0 labour #1".&!

Total 1#''.%!

1" oer heads and *ontra*tor pro+it 1'0."0

1"!'.$! 10 Cum

14#$%0 1 C&'

Mazdoor (Unskilled) 0.31 #$% da $1."%

,dd #0 Mpl. ,lloan*e 1'.#$

b) Material

and !.00 "&&.'' Cum #'!&.#!

#$&&.00

/er head *ontra*tors pro+it 1" "1!.&'33$3.&'

Ra()*+&' 5#5$#,

a) Material

Cement 0.1!# "000 MT !"

Coarse sand 0."% %$&.'' Cum #!$.0

"0mm aggregates 0.$ 13'3.#% Cum 1#"".$

2ater 1.# 103 l 1#3

b) Labour

Mason 4 *lass 0.1 3'% da 3'

Mazdoor (Unskilled) 1.3$ #$% da "10.0

,dd #0 Mpl. ,lloan*e '$.&

*) Ma*hiner

1 3#'.! hour 3#'

31%#."

/erheads Contra*tors 5ro+it 1" ""1.3

6arthork in e7*aation +or stru*tures as per draing and te*hni*al spe*i+i*ations Clause 30%.1 in*ludingsetting out8 *onstru*tion o+ shoring and bra*ing8 remoal o+ stumps and other deleterious material anddisposal upto a lead o+ %0 m8 dressing o+ sides and bottom and ba*k+illing in tren*hes ith e7*aatedsuitable material as per Te*hni*al pe*i+i*ation 30% M/9: ; 30" M/9T< (5age =o."'") 9>9 ?=-:=1 and asdire*ted b the departmental o++i*er in-*harge o+ ork as per s.s

Colle*tion and uppl o+ and and +illing or spreading in ?oundations and >asement ith 9ier sandin*luding spreading8 se*tioning 8 leeling 8 atering and ramming ith hea rammers et*.8

a) Labour

5roiding Con*rete +or plain; rein+or*ed *on*rete in open +oundations using "0mm nominal size gradedhard stone aggregate8 me*hani*all mi7ed8 pla*ed in +oundation and *ompa*ted b ibration in*luding*utting +or 1" das *omplete as per draings and te*hni*al spe*i+i*ations

5CC (1A"A') =ominal mi7 using"0mm metal

Me*hani*al *on*rete mi7er0."0;0.#! *um *apa*it


8/15

CM 1/4

,. M,T694,LA

Cement 0.3! "000 MT 1""0

and (in*luding % astage) 1.0% &"1.'&&1$3 *um &&'.$&

>. M,C/U9A

Man mazdoor +or mi7ing mortar 0.# #$% da %$

,dd #0 Mpl. ,lloan*e 11.'

rand Total C&' 22%$

P"a()rin3 in CM1/4 12'' (i+ /

,. M,T694,LA

Cement Mortar (1A") 0.1% ##'$.&& *um 3"3."

>. L,>/U9A

Mason 1st *lass 0.! 3'% da #31.0

Mazdoor (unskilled) 0.$! #$% da #'3.#

,dd #0 Mpl. ,lloan*e 10#.'

$!0.%

/erheads Contra*tors 5ro+it 1" 13"."

9ate; 10sDm Ra()* 106' 10%4$%

RCC 3rad) M20 N!'ina" Mi7 .!r "a8 9a"9) :i(

a) Material

Cement 0.33 "000 MT 13#

Coarse sand 0."% %$&.'&&1$3 Cum #!$.0

#0mm aggregates 0.%" 1$03.#"%!1" Cum 10#&.&

10mm aggregates 0.3! 1"&3.#"%!1" Cum %30.3b) Labour

Mason 4 *lass 0.1 3'% da 3'

Mazdoor (Unskilled) 1.3$ #$% da "10.0

,dd #0 Mpl. ,lloan*e '$.&

*) Ma*hiner

0." 3#'.! hour 131."

enerator 33E, 0." 0 hour

3'1!.'

3'1.!

"1$'.%

/erheads Contra*tors 5ro+it 1" %'&.'

Ra()* C&' 4#$,

(a) Material

1.05 ""000 MT "!#0

>inding ire 6.00 &0 kg "#

Me*hani*al *on*rete mi7er0."0;0.#! *um *apa*it

d) ?orm ork 10 on *ost o+material8 labour and ma*hiner

uppling8 +itting and pla*ing ars belo 3! mm dia in*luding oer laps and astage8 here the are notelded A


9/15

>la*ksmith ; >ar bender 10.00 3'% da 3'%

Mazdoor (Unskilled) 10.00 #$% da #$%

,dd #0 Mpl. ,lloan*e 13!

%"&'

/erheads Contra*tors 5ro+it 1" &!!$

9ate per t !#""$

9ate per g Ra()* MT #2$4

b) Ma*hiner

=il =il =il =il

Mazdoor (Unskilled) 3.12 #$% da $#0."

,dd #0 Mpl. ,lloan*e 1'".0'

110"."'

/er head *ontra*tors pro+it 1" 1%".!3

1#%$.11

Ra()*+&' 20%$5

"%0 mm dia 6a*h 1 #"3 #"3

%00 mm dia 6a*h 1 #'$ #'$

!00 mm dia 6a*h 1 3&$ 3&$

$00 mm dia 6a*h 1 &%! &%!

gs 1 103 103

103

(bF*) oer heads *ontra*tor pro+it 1" 1"."#

11&."#

11$42 ;3

Refilling the pipe line trenches with excavated soils other than sand complying withstandard specification for finished item of work -6 cum

a) Labour

Manu+a*ture8 uppl and :elier o+ 9.C.C. Collars *on+orming to

>.4.."%';#003 (rate per ea*h *ollar) suitable +or 9.C.C. 5lain

ended pipes in*luding transportation but e7*luding ta7es duties

=5-" Class (5


10/15

JANGAREDDY GUDEM NAGARA PANCHAYAT

DETAase o+

the Eale Chamber as per and as dire*ted b the departmental

in-harge o+ the ork.

;" 1.0 #

;" 0.& #


11/15

$00 mm dia 30 7 1 0.0' #.3! Cum

!00 mm dia #0 7 1 0.0' 0.3$ Cum

#.&% Cum

#.&% Cum 7 100 kgs G #&% gs #&%.00 gs

16 Add Provision for VAT @ 5%

17 Add Provision for Labour Cess @ 1%

18 Add Provision for Technical Person Charges @ 3%

1 Add Provision for P! " #nforceen $e&s

T!(a"

;" 1.0 #

;" 0.& #

uppling8 +itting and pla*ing ars belo 3! mm dia in*luding oer laps and astage8 here

the are not elded A


12/15

( / 155000$00

Ra() A'!&n(

14#$%0 ,#2$40

%!%.!3 ,,%,$

&%!.00 #040$00

3&$.00 2240$00

3%$3.&& $'&3.'&

r)n( "!+a(i!n !.


13/15

"&'!.3% 131%0.%0

!#."% 1&1&3.%3

1,044$0

!$0#.#0

13'0.""

"1"1.3#

"%00.00

1%"$!'.0"

Say 155000$00


14/15


15/15

valve pits estimate 2014-15

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