Bodipalem Bridge

8/18/2019 Bodipalem Bridge

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Photographs

Bridge Location

Improvements to Ramarajulanka - Gondi road from km 0/000 to 7/350

(onstru!tion of "o# "evel ause $a% &' )*37m span + in ,*G*t*


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.pe!i!ation Report to a!!ompan% the ,stimate

,stimate mount 1 Rs* 275*00 "akhs

Improvements to Ramarajulanka - Gondi road from km 0/000 to 7/350(onstru!tion of "o# "evel ause $a% &' )*37m span + in ,*G*t*

7he desi$ns #or construction o# low level cause wa6 &V 8 (%3m were approvedvide Memo 9o% 132(3:00D;,):D"E


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21) ,rovidin$ 1 mm dia 5" pipes #or weep holes at 1% M ":"

22) Suppl6in$ and 4xin$ o# "< draina$e spouts


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23) ,lain cement concrete 013() #or levelin$ course under "" pavement

2&) Vibrated cement concrete M3' $rade #or "" pavement

2') ,rovidin$ 2'%&mm Mastic ,ad

2() *ormin$ shoulders with barrowed use#ul selected earth

2) *ormin$ embankment with borrowed use#ul earth #or "" pavement2-)

3) ,rovidin$= la6in$ Rein#orced cement concrete .ume pipes o# ( mm Dia%= 9,3 c

Road .afet%1-

1)

2)

3)

&)

iversion of anal and ross unds 1-

1) Earthwork excavation in soils upto SDR b6 mechanical means

2) *ormin$ embankment with Side earth b6 mechanical means upto SDR

". provisions1-

1) ,rovision towards V57 'F

2) ,rovision towards Gualit6 "ontrol char$es H1F3) ,rovision towards ,rice 5dIustment H &%2'F

&) ,rovision towards e''x''x( mm and 12cm hi$h

,rovidin$ and installation o# delineators0 Road wa6


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G,4,R" .R

. 46 I, 684

9 2:&30)50

Sub 7otal 2:&30)50

"*. Provisions 1-

9 ,rovision towards V57 'F 9&29533

2 ,rovision towards Gualit6 "ontrol char$es H1F 2:&3073 ,rovision towards ,rice 5dIustment H &%2'F 920:303

& ,rovision towards


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RIG, ,I", 8 .R ,.I,

4ame of #ork1-

%9o% Description o#


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2

nder Ra#t 1 x 1 2%++ 13%& %1' '(%&

2 x 1 +% 3%1 %1 &%-(

2 x 1 1'% 2%3 %1 (%-

2 x 1 2(% 2%3 %1 11%-(

2 x 1 1% 1%& %1 2%+

2 x 1 3% 1% %1 %(

2 x 1 (% 1% %1 1%2

:&*&)

+&% '1+3%

cum

3

,lain cement concrete 013() nominal mix in #oundation with crushed stonea$$re$ate & mm nominal si>e mechanicall6 mixed= placed in #oundation andcompacted b6 vibration includin$ curin$ complete as per MoR7;. Speci4cation21 0&th Revision) for "evelling !ourse Belo# raft and #ing #alls

od6 walls on 5side9onvented level portion

od6 walls on Sside9onvented level portion

od6 walls on Sside9onvented level Rampportion


"ross walls on Sside9onvented level Rampportion


'iBrated !ement !on!rete 20 Grade on!rete usin$ &mm = 2mm and1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es

#or machine mixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$includin$ all other incidental and all other operational char$es o# 7;, reAuiredetc%= complete as per MoR7;. Speci4cation 1'=1= 21 0&th Revision) forfootings of Butments and PiersC Raft !ut-oD #alls *


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sa6 &+&% ((&+%

cum

&

R5*7 *oundation 1 x 1 2%++ 0 13%& ) 1% 33%'-

33%'-

sa6 3&% 2-%

cum

'

*or 5butments 2 x 1 12%-' 0 % N 2%' ) (%-( 2++%&2

2

*or ,ier 2 x 1 13% 0 %( N 1%& ) (%-( 1-'%&&

2

*or cut waters 2 x 1 Π 0 %(O2 N 1%&O2) (%-( 13%+

& x 2

2 x 1 +% %++ 2% 2+

2 x 1 1'% %+ 1%&' 33%12'

'iBrated !ement !on!rete 25 Grade on!rete usin$ &mm = 2mm and1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$

cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es#or machine mixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$includin$ all other incidental and all other operational char$es o# 7;, reAuiredetc%= complete as per MoR7;. Speci4cation 1'=1= 21 0&th Revision) forRaft*

'iBrated !ement !on!rete 20 Grade "oncrete usin$ &mm = 2mm and1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es#or machine mixin$= la6in$ in position="ompactin$= Vibratin$ and curin$ includin$all other incidental and all other operational char$es o# 7;, reAuired etc%=complete as per MoR7;. Speci4cation 1'=1= 22 0&th Revision) for .uB

stru!ture of aButmentsC piers and #ing #alls*

od6 walls on 5side

9onvented level portion


od6 walls on Sside9 d l l R


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do cut waters 2 x 1 %3 %3+

1(%3

97*00 -'1%

cum

3 x 1 +%& per Span 2&2%22

sa6 2&3% +1%

cum

+

2 x 1 3%+ 11% %1' 12%'&

92*5&

13% '+'%

cum

-

Π:& 0 %- )2

*urnishin$ and placin$ rein#orced cement concrete VR"" M 2' $rade as per

approved drawin$s and technical speci4cations as per MoR7;. speci4cation1'=1(=1 0&th revision ) and as per M%C%S% DR! 9o SD:12 excludin$ costo# steel and #abrication char$es #or VR"" M2' Super structure o# deck slabs

*or deck slabs 5s perStandard Dr$% SD:12

m3

,lain cement concrete M 1' !rade "oncrete usin$ &mm = 2mm and 1mm si>e.! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table 11 and4ne a$$re$ate con#ormin$ to table 12) includin$ cost=sei$nora$e andconve6ance o# all materials to site and all labour char$es #or machinemixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$ includin$ all otherincidental and all other operational char$es o# 7;, reAuired etc%= complete as perMoR7;. Speci4cation 1'=1= 21 0&th Revision) #or ?evellin$ coursebelow a roach slab%

?evellin$ course belowapproach slab%

V%R%"%"% M3 $rade concrete usin$ 2mm and 1mm si>e SS' .! crushedstone a$$re$ate includin$ cost and conve6ance o# all materials to site=

sei$niora$e char$es=labour char$es #or machine mixin$=la6in$=compactin$=curin$etc=includin$ all other incidental and operational char$es=7;, char$esetc=complete but excludin$ cost o# steel and its #abrication char$es= as per MoR7;.Speci4cations 1'=1=2&0&th Revision) #or pproa!h .laB%


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3 x 1 PPP k$s per Span 1&&(-

5pproach slab 1 x 1 2' +' k$s:cum 2131%+

@earin$ coat 1 x 1 PPP ( k$s:cum 1+21%+

PPP

9:*50

or sa6 1-% '2&'%

M%7

12

1 x 1 1(%3 1 k$s:cum 1(2%

2 x 1 k$s 1&%

2 x 1 k$s 1&%

1 x 1 2 k$s 2%

1 x 1 3' k$s 3'%

revision) and as per


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Ra#t 1 x 1 33%'- ' k$s:cum PPP

2 x 1 2 k$s &%

3 x 1 & k$s 12%

1 x 1 3' k$s 3'%

1 x 1 ' k$s '%

1 x 1 - k$s -%

1 x 1 2 k$s 2%

1 x 1 12' k$s 12'%PPP

22*3)

23% PPP

M%7

1&

5pproaches 2 x 3 %' 3%

PRE*Q J$s%

% PPP

M%7

Skin rein#orcement #orabutmentsSkin rein#orcement #orpiers

od6 walls on 5side9onvented level portionod6 walls on Sside9onvented level portion 9onvented level Rampportion 9onvented level Rampportion 9onvented level Ramp

portion

,rovidin$ ncoated Mild Steel bars 0 *e2' ) o# dierent diameters= wrou$ht andput up bars o# all diameters includin$ cost and conve6ance o# steel to site and all

labour char$es #or #abrication o# rein#orcement includin$ cuttin$= bendin$=bindin$ rods= t6in$ $rills= placin$ them in position etc%= complete includin$ costand conve6ance o# bindin$ wire and all handlin$ char$es and operationalchar$es etc%= and includin$ over lappin$ weldin$ i# reAuired etc%= complete #or allR%"%" items #or 4nished item o# work as per standard drawin$s= as per thedirections o# the En$ineerin"har$e and as per MoR7;. speci4cation 1(;22 &th Revision and as er


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cum

1

Guadrants & x 1 1%( %1' 1%((

90*))

11% 1-+%

or sa6 cum

1+

*or Auadrants & x 1 1%( %3 21%31

29*39

22% 23&-%cum

1-

7oe walls & x 1 (%'1 %( %( -%2

;*72

or sa6 1% 1'+%

cum

2

,rovidin$ and la6in$ 4lter material with $ravel underneath pitchin$ in slopesincludin$ cost and conve6ance o# materials to site includin$ labour char$es etc=complete #or 4nished item o# work as per MoR7. Speci4cation 9o%2'&0&thRevision)and as directed b6 the En$ineerin"har$e% *or pit!hing of slopes%

,rovidin$ !routed Revetment with rou$h stone other than $ranite o# not less

than 3 mm si>e $routed with %2 cum o# "" 01&+) includin$ cost=sei$niora$e char$es and conve6ance o# materials to site and includin$ labourchar$es #or packin$ the stones #or revetment etc%= complete #or 4nished item o#work as per MoR7;. speci4cation 2'& 0 & th revision ) and as directed b6 theEn$ineerin"har$e #or Auadrential revetment%

,rovidin$ rou$h stone revelment other than $ranite 3 mm thick usin$ 3mm i>e rou$h stonne varit6 includin$ cost =sei$niora$e and conve6ance o# allmaterials to site = labour c$ar$es etc = complete as per MCS7 speci4cation no%

, idi d l i b ld i b d # t ti i t


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22

& x 2 +

sa6 + -(1%

9os

23

5ppanaramuni lanka sid 1 x 1 3% %' %1 2%+

Sakinetipall6 S


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2(

Road work

"" ,avement 1 x 2 &% 1% %3 2&%

2&%

or sa6 2&0*00 12-%

cum

2

Road work 0nder "" ,avement)

1 x 1 &% %3 11'2%

11'2%

or sa6 9952*00 ((2%

cum

2+

*ormin$ shoulders with barrowed use#ul selected earth havin$ MDD o# not lessthan 1%' !ms:"" #rom out side road boundar6 b6 mechanical means with allleads and li#ts includin$ prewaterin$ o# soil at barrow area= removal o# top soil=excavation o# soils at barrowed area= conve6ance o# soil= depositin$ the soils onthe embankment= spreadin$ soils= beakin$ clods= sectionin$ and consoilidationwith vibrator6 road roller H CM" to meet reAuirement o# table 32 o#

MoR7;.= includin$ all hire and operational char$es o# 7;, and complete #or4nished item o# work as per MoR7;. speci4cation 3' 0 &th revision) 0 ,a6mentwill be made based on levels #or 4nished item o# work)%

*ormin$ embankment with borrowed use#ul earth #rom outside road boundar6b6 mechanical means up to SDR with all leads and li#ts includin$ prewaterin$ o#soil at borrow area= removal o# top soil= excavation o# soils at borrowed area=conve6ance o# soil= depositin$ the soil on the embankment= spreadin$ soil=breakin$ clods= sectionin$= $radin$ and consolidation with + to 1 7onnesVibrator6 Road Roller H CM" to meet reAuirement o# table 32 o# MoR7;.=includin$ all hire and operational char$es o# 7;, and 0excludin$ sei$niora$e)

char$es= complete #or 4nished item o# work as per MoR7;. speci4cation 3'

01%2N-%):2

"onstruction o# !ranular subbase b6 providin$ .! material con4rmin$ to!radin$


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16/155


31

1 x 1 1&% 1'% 2%2 &(2%

&(2%

or sa6 &)20*00 ((%1

cum

32

>or ross unds1

:S Side 1 x 1 02N1():2 0'N-):2 2%2 2%2

D:S Side 1 x 1 02N1():2 0'N-):2 2%2 2%21 x 1 01'N11):2 0N11):2 2%2 2'%&

+11%+

or sa6 :92*00 13%

cum

33 ,rovision towards V57 'F on Rs% 2+&3('

3& ,rovision towards Gualit6 "ontrol char$es H1F on Rs% 2+&3('

Earthwork excavation in soils upto SDR b6 mechanical means includin$trimmin$ bottom and side slopes in accordance with reAuirements o# lines =$rades and cross sections etc%= complete #or 4nished item o# work #or trenchcuttin$ as per MoR7;. speci4cation 310&th Revision) and as directed b6 the

En ineerin"har e

*ormin$ embankment with Side earth b6 mechanical means upto SDR includin$prewaterin$ o# soil = removal o# top soil= excavation o# soils = depositin$ the soils

on the embankment= spreadin$ soil= breakin$ clods= sectionin$ = $radin$ andconsolidation with + to 1 7onnes Vibrator6 Road Roller H CM" to meetreAuirement o# table 32 o# MoR7;.= includin$ all hire and operationalchar$es o# 7;,= complete #or 4nished item o# work as per MoR7;. speci4cation3' 0&th revision) 0,a6ment will be made based on level #or 4nished item o#work)%


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,er 5mount- 1

00 6 7*350. G6'RI


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1% &3'32

cum


19/155

1% 3EN(

cum

1% 3EN(

cum


20/155

1% 13'1(

cum

1% 2EN(

cum

1% '2'

cum


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1% --2'

M%7


22/155

1% 1EN(

M%7

1%

M%7


23/155

cum

1% 2-++

cum

1% '1(+

cum

1% 1'+

cum


24/155

1% (++

9o%

1% 2EN(

cum


25/155

1% 3(-(

cum

1% (2(2&

cum


26/155


27/155

1% 3'3+2

cum

1% 1&&(

cum

FFF

9&29533

2:&307

,I", 8 .R ,.I, >6R R6 .>,? I4,R',4I64.


28/155

,I", 8 .R ,.I, >6R R6 .>,? I4,R',4I64.

4ame of #ork 1

DES"Re &'x&'x(mm includin$ cost=conve6ance o# all materials= eAuipment= machinar6=labour ; all leads ; li#ts= loadin$ char$es necessar6 #orsatis#actir6 completion o# the work as directed b6 theEn$ineerinchar$e%

9os


29/155

os

3

& &

& &-3 Each

9os

&

Suppl6in$ and installation o# .a>ard Markers:Delinatorsusin$ M%S% an$le o# si>e ''x''x( mm and 12cm hi$habove $round level painted with two coats o# black ;white stripes o# 1'cm wide with 4rst Aualit6 s6ntheticenamel paint over one coat o# appropriate primer o#

approved brand=colour= with 3cm x -cm 76pe L e 3cm x 3cm and'cm depth 4lled with "" M2 includin$ cost andconve6ance o# all materials= eAuipment=

machiner6 and labour with all leads and li#ts= loadin$ andunloadin$ char$es necessar6 #or success#ull completiono# the work on an6 road in division as directed b6En$ineerin"har$e and con#ormin$ to


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Executive En$ineer 0R;)= Superintendin$ En$ine

R; Division= 5malapuram R; "ircle= Jakin


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5mount

+

'RI


32/155

1-(12


33/155

r 0R;)=

da

4ame of #ork 1


34/155

", .,,4

9 @G etal from =atheru uarr% 1

>rom o R

Guarr6 to ?alacheruvu 2 Jms "7 2x1%1 % 2% 2% 1%19. 1( PPP -&&%+' 3+%&'

9. 1( to RaIavaram ,odalada Road PPP 31%3' 2-%(-

9. 21& 011'%( to 12'%13') PPP 11'%( -%3'

1%2 &%2 3%

(% % (%

0@orkin$ Reach 0(%( (%):2

6r

2 I8,4 4 ,8".I64 >R6 'I.=@ R,>I4R? 1

>rom o R

Re4ner6 to V%V% Road 9. 1(

PPP +3-%( PPP

Jathipudi to 5malapuram 9. 21( % 12'%13' PPP

1%2 &%2 3%

(% % (%

0@orkin$ Reach 0(%( (%):2

6r

3 Gravel from =adi%am uarr% 1

>rom o R Guarr6 to Vema$iri

9. 1( PPP -&&%+' 2(%('

9. 1( to RaIavaram ,odalada Road PPP (1%&2' 2-%(-

9. 21( 011' ( t 12' 13') PPP 11' ( - 3'

Re!onstru!tion of ridge in km 0/2 of =othapeta ridge to =apiles#arapuraRoad in ,*G*t*

Sivakodu RamaraIulanka Road 01%2 to&%2)RamaraIulanka !ondi Road 0% to(%)

Visakhapatanam to Jathipudi Kunction 9.

Sivakodu RamaraIulanka Road 01%2 to&%2)RamaraIulanka !ondi Road 0% to(%)


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Executive En$ineer 0R;)= Superintendin$ En$inee

R; Division 5malapuram R; "ircle Jakina


36/155

"ead

2%23+%&'

2-%(-

-%3'

3%

(%

%3

FFF&&*000

=ms*

"ead

1%(

12%(

-(%3

3%

(%

%3FFF

FFF

=ms*

"ead&%(

2(%('

2-%(-

- 3'

m >err%


37/155

0R;)=

da

ROAD METAL RATES as per 2008-2009 SSR


38/155

Name of the Work::-

S! No Des"r#pt#o$ of Meta So%r"e of S%ppy &o$'eya$"e

A( )OR ROAD WOR*S

1@G etal from =atheru uarr% 1

&&*00 53)*;0 &1-%

2 &&*00 53)*;0 &'(%

3 &&*00 53)*;0 '++%

& &&*00 53)*;0 1(&%

' &&*00 53)*;0 &-%'

( &&*00 53)*;0 -'%

@G etal from =atheru uarr% 1 &&*00 53)*;0 '++%

+ &&*00 53)*;0 -&&%

- &&*00 53)*;0 -+&%

IPR6',,4. 6 RR


39/155

S! No Des"r#pt#o$ of Meta So%r"e of S%ppy &o$'eya$"eLead #$

*ms

+$#t#a "ostess

sta"k#$,

1 &&*00 53)*;0 +%

11 &&*00 53)*;0 ('(%

12 &&*00 53)*;0 '&%

13 &&*00 53)*;0 3+%

1& &&*00 53)*;0 3'%

1' !ravelGravel from =adi%am uarr% 1

3&*00 ;02*55 '%'

( )OR R+D.E WOR*

1( & mm SS' .! M:" metal@G etal from =atheru uarr% 1

&&*00 53)*;0 (2%

1 2' mm SS' .! M:" metal &&*00 53)*;0 --&%

1+ 2 mm SS' .! M:" metal &&*00 53)*;0 13(%

1- 12 mm SS' .! M:" metal &&*00 53)*;0 +22%

12 to 1& mm


40/155


*ms

+$#t#a "ostess

sta"k#$,

2 1 mm SS' .! M:" metal &&*00 53)*;0 (-2%

21 ( mm SS' .! M:" metal &&*00 53)*;0 '32%

22 Kedd6 stone &' to ( mm &&*00 53)*;0 1-%3

23 Sand #or Mortarat River Godavari at P* Gannavaram

2*00 &0:*95 (1%

2& Sand #or *illin$

at River Godavari at P* Gannavaram

2*00 2):*70 &(%

2' ./SD Steel 0*e&1' 7M7 ars) 3&%

2( (mm Mild Steel &1'%

2 Mild Steel &1%

2+ "ement '-2%

5sst% Executive En$ineer 0R;)= Deput6 Executive En$ineer 0R;)= Executive En$ineer 0R;)=


41/155


*ms

+$#t#a "ostess

sta"k#$,

R; Section Malikipuram R; Subdivision Ra>ole R; Division 5malapuram

7 350 (64.R8I64 6> "6$ ",'," 8., $?


42/155

% % % (&%12 -(1%+

% % % (&%12 --+%+

% % % (&%12 113%+

(% % % (&%12 3%+

% % % (&%12 '22%2+

% % % (&%12 (3%+

% % % (&%12 113%+

% 23(% % (&%12 122%+

% 2&(% % (&%12 12%+

7*350 (64.R8I64 6> "6$ ",'," 8., $?

ast#$,"har,es

Ma"h#$e"r%sh#$,"har,es

Se#,$#ora,e"har,es

edu!t93*)95H P

E 6@ !hargesfrom

!onve%an!e

Toa &ost per &%m

Ma"h#$e

edu!t93*)95H P


43/155

ast#$,"har,es


Se#,$#ora,e"har,es

93*)95H PE 6@ !harges

from!onve%an!e

Toa &ost per &%m

% 1-'% % (&%12 1'1%+

% 1(&% % (&%12 13(2%+

% 12(% % (&%12 112%+

% % % (&%12 -2%+

% % % (&%12 +22%+

% % % 1%- +&'%2(

% 1''% % (&%12 131%+

% 2&+%' % (&%12 1+'%2+

% 2'-% % (&%12 1+3%+

% 2'%' % (&%12 1'%2+

t#Ma"h#$e

S # #

edu!t93*)95H P

T & t


44/155

ast#$,"har,es


Se#,$#ora,e"har,es

E 6@ !hargesfrom

!onve%an!e

Toa &ost per &%m

% 13% % (&%12 1&%+

% 133% % (&%12 12%+

% % % (&%12 ((3%+

% % % &+%' -(-%&

% % % 32%- (-(%(1

% % % 3&%

% % % &1'%

&1%

% % % '-2%

Superintendin$ En$ineer 0R;)=

Ma"h#$e

edu!t93 )95H P


45/155

ast#$,"har,es


Se#,$#ora,e"har,es

93*)95H PE 6@ !harges

from!onve%an!e

Toa &ost per &%m

R; "ircle Jakinada


46/155

LEAD CHARGES Cost of Materials, Labour

Metal

loading 51.40 102.80 Material Ratesunloading 15.70 15.70 60 to 63 mm IC ! Mo"# #$% metal

sta&'ing 0.00 0.00 50 to 55 mm IC ! Mo"# #$% metal

0.25 (( (( 40 to 45 mm IC ! Mo"# #$% metal

0.5 (( (( oug)stone 300mm *#$%+for reetment

1 31.00 2-.-0 oug)stone 225mm *#$%+for reetment

2 43.40 41.-0 eetment /or' 225mm

3 57.-0 57.-0 eetment /or' 300mm

4 70.30 70.30 eetment /or' 450mm

5 82.70 82.70 Laterite for eetment 225mm

6 -5.10 -5.10 Laterite for eetment 300mm

7 107.50 107.50 edd stone aboe 450mm to 600mm

8 11-.-0 11-.-0

- 132.30 132.30 150 mm soling stone #$% metal

10 144.70 144.70 40 to 45 mm IC ! Mo"# #$% MC metal


12 16-.50 16-.50 1- to 22 mm IC ! Mo"# #$% MC metal13 181.-0 181.-0 12 to 14 mm IC ! Mo"# #$% MC metal

14 1-4.30 1-4.30 -.5 to 11.20 mm IC ! Mo"# #$% MC metal


16 21-.10 21-.10 2.36 to 5 mm IC ! Mo"# #$% MC metal

17 231.50 231.50 #$% tone &)is 2.36mm and belo/

18 243.-0 243.-0 %rael

1- 256.30 256.30 40 mm 5 m& #$% metal

20 268.70 268.70 25 mm 5 m& #$% metal

21 281.10 281.10 20 mm 5 m& #$% metal

22 2-3.50 2-3.50 12 mm 5 m& #$% metal

23 305.-0 305.-0 10 mm 5 m& #$% metal

24 318 30 318 30 6 mm 5 m& #$% metal

;art)%raeland


47/155

42 516.30 516.30 Machiner" Rates

43 526.60 526.60 oer 80 #? for sreading @ 200 &um er )our

44 536.-0 536.-0 Motor grader 3.35M $lade @50 &um#r

45 547.20 547.20 #drali& e(&aator 46 557.50 557.50 ront end loader 1 &um &aa&it

47 567.80 567.80 "ier 5 &um

48 578.10 578.10 Aibrator roller 8"

4- 588.40 588.40 smoot) /)eeled roller 8 "on

50 5-8.70 5-8.70 Bater tan'er 6 L

51 60-.00 60-.00 "ra&tor

52 61-.30 61-.30 "ra&tor /it) otaator

53 62-.60 62-.60 Tractor with ripper attachment @ 60 cum per hour

54 63-.-0 63-.-0 =ir &omressor 250 &fm

55 650.20 650.20 Bet mi( lant of 60 tonne )r. &aa&it

56 660.50 660.50 Me&)ani&al broom @ 1250 sDm)r.

57 670.80 670.80 $itumen ressure distributor @1750 sDm)r

58 681.10 681.10 ;mulsion ressure distributor @1750 sDm)r

5- 6-1.40 6-1.40 #ot mi( lant 40 to 60 "?#

60 701.70 701.70 Me&)ani&al ?aer finis)er 100 "?#

61 712.00 712.00 Hydraulic self propelled chip spreader @ 1500 sqm/hr.

62 722.30 722.30 Finish rolling with 6! tonne smooth wheeled tandem roller.63 732.60 732.60 ?neumati& road oller

64 742.-0 742.-0 %$ ?lant 50 Cum

65 753.20 753.20 %enerator 250 A=

66 763.50 763.50 %enerator set 125 A=

67 773.80 773.80 %enerator set 35 A=

68 784.10 784.10 Con&rete mi(er 0.40.28 &um

6- 7-4.40 7-4.40 "ier 5.50 &um &aa&it er 10 "onnes er t'm

70 804.70 804.70 Tipper 5 cum capacity for "oil# $"%# &''# Hot mi(71 815.00 815.00 ?late &oma&tor?o/er rammer

72 825.30 825.30

73 835.60 835.60 Sand #or Mortar


48/155

-2 1031.30 1031.30

-3 1041.60 1041.60

-4 1051.-0 1051.-0

-5 1062.20 1062.20-6 1072.50 1072.50

-7 1082.80 1082.80

-8 10-3.10 10-3.10

-- 1103.40 1103.40

100 1113.70 1113.70

101 1124.00 1124.00

102 1134.30 1134.30

103 1144.60 1144.60

104 1154.-0 1154.-0

105 1165.20 1165.20

106 1175.50 1175.50

107 1185.80 1185.80

108 11-6.10 11-6.10

10- 1206.40 1206.40

110 1216.70 1216.70

111 1227.00 1227.00

112 1237.30 1237.30113 1247.60 1247.60

114 1257.-0 1257.-0

115 1268.20 1268.20

116 1278.50 1278.50

117 1288.80 1288.80

118 12--.10 12--.10

11- 130-.40 130-.40

120 131-.70 131-.70

121 1330.00 1330.00

122 1340.30 1340.30

123 1350.60 1350.60

124 1360 -0 1360 -0


49/155

142 1546.30 1546.30

143 1556.60 1556.60

144 1566.-0 1566.-0

145 1577.20 1577.20146 1587.50 1587.50

147 15-7.80 15-7.80

148 1608.10 1608.10

14- 1618.40 1618.40

150 1628.70 1628.70


50/155

SR 2015-16

=s er of ? et.41-.00 ?g. Eo.247, l.53 *oads+

456.00 ?g. Eo.247, l.52 *oads+

588.00 ?g. Eo.247, l.51 *oads+

172.00 ?g. Eo.244, l.- *oads+

177.00 ?g. Eo.244, l.8 *oads+

144.00 ?g. Eo.244, l.2 *oads+

164.00 ?g. Eo.244, l.3 *oads+

156.00 ?g. Eo.244, l.4 *oads+

136.00 ?g. Eo.244, l.6 *oads+

15-.00 ?g. Eo.244, l.7 *oads+

206.00 ?g. Eo.244, l.5 *oads+

4-.50

-5.00 ?g. Eo.248, l.7- *oads+

588.00 ?g. Eo.247, l.51 *oads+

-44.00 ?g. Eo.247, l.50 *oads+

-84.00 ?g. Eo.247, l.4- *oads+780.00 ?g. Eo.247, l.48 *oads+

656.00 ?g. Eo.247, l.47 *oads+

504.00 ?g. Eo.247, l.46 *oads+

308.00 ?g. Eo.247, l.45 *oads+

350.00 ?g. Eo.24-, l.-2 *oads+

103.00 ?g. Eo.24-, l.-0 *oads+

620.00 ?g. Eo.246, l.30 *oads+

--4.00 ?g. Eo.246, l.2- *oads+

1036.00 ?g. Eo.246, l.28 *oads+

822.00 ?g. Eo.246, l.27 *oads+

6-2.00 ?g. Eo.245, l.26 *oads+

532 00 ?g Eo 245 l 25 *oads+

*46:53+2 ?g.24-l. Eo.84 ! 85


51/155

2540.-0 ?g. Eo.256, l.1 *oads+

3220.00 ?g. Eo.256, l.3 *oads+

27-1.00 ?g. Eo.256, l.4 *oads+1650.00 ?g. Eo.256, l.5 *oads+

-0-.70 ?g. Eo.256, l.6 *oads+

260-.10 ?g. Eo.256, l.7 *oads+

1101.00 ?g. Eo.256, l.8 *oads+

630.00 ?g. Eo.256, l.10 *oads+

415.00 ?g. Eo.256, l.11 *oads+

425.00 ?g. Eo.256, l.12 *oads+

425.00 ?g. Eo.256, l.13 *oads+

538.20 ?g. Eo.256, l.14 *oads+

1650.00 ?g. Eo.256, l.15 *oads+

375.00 ?g. Eo.256, l.16 *oads+

1500.00 ?g. Eo.256, l.17 *oads+

860.00 ?g. Eo.256, l.18 *oads+

1-200.00 ?g. Eo.257, l.22 *oads+

2250.00 ?g. Eo.257, l.24 *oads+

26-5.00 ?g. Eo.257, l.25 *oads+

1650.00 ?g. Eo.257, l.26 *oads+1347.00 ?g. Eo.257, l.27 *oads+

1257.00 ?g. Eo.257, l.30 *oads+

1850.00 ?g. Eo.258, l.43 *oads+

1320.00 ?g. Eo.258, l.43 *oads+

816.80 ?g. Eo.258, l.43 *oads+

456.20 ?g. Eo.258, l.38 *oads+

7.12

7.1258.00 ?g. Eo.258, l.48 *oads+

677.00 ?g. Eo.24-, l.-5 *oads+


52/155


53/155


54/155


55/155


56/155


57/155

ridge portion

4ame o

f $ork IPR6',,4. 6 RR


58/155

uantit% es!ription of Item Rate per1

nit "um Page 323 of oRE@ .

7akin$ out put 2& "uma) eA!luding de#atering !harges In all soils upto .R upto 3*0 m depth using

(+"aBour

%32 da6 Mate 3'% da6

+% da6 Ma>door unskilled 32% da6

%F M55 2(+%

7otal(+a!hiner%

(% hrs .6draulic Excavator 1% cum bucket 2-1% hr

(+.eigniorage !harges

2&%"um Sei$niora$e char$es % cum

(+6ver head !harges 9;*)95H on (+ J (+J( +(,+otal of (+ J (+J( +J(+

(>+dd ontra!tors Prot at 90H on (,+

t 2&0 (,+ (>+

7*350 (64.R8I64 6> "6$ ",'," 8., $? &')*37,. G6'RI I.RI *

Earthwork in excavation o# #oundation o# structures as per drawin$ and technicalincludin$ settin$ out= construction o# shorin$ and bracin$= removal o# stumpdeleterious matter= dressin$ sides o# bottom= back 4llin$ the excavation earth treAuired etc%= complete includin$ sei$nioar$e char$es #or 4nished item o# work as

th

uantit% es!ription of Item Rate per

Rate #or 1 cum

R t t b d t d


59/155

Rate to be adopted

2

nit cum Page 339 of oRE@ .

7akin$ output 1' cum

(+"aBour

%(& nos Mate 3'% da61% nos Mason 3++%' da6

1'%nos Ma>door 32% da6

%F M55 '&2+%'

7otal

(+aterial

13%'cum "ost o# &mm SS' .! M:" metal 131%+ cum

(%' cum Sand at site -(-%& cum

3%&' M7 "ement at site '-2% M7

7otal

Ka!hiner%(% hr "oncrete mixer %&:%2+ cum &'(%2 hr

(% hr !enerator set 3' JV5 +1(%+ hr

,rovidin$ P(9131)+ nominal mix in #oundation with crushed stone a$$re$ate &si>e mechanicall6 mixed = placed in #oundation and compacted b6 vibration includinincludin$ all other incidental and operational char$es o# all 7;, etc%= complete #oro# work as per MoR7;. speci4cation 21 0&th Revision) %


1%' nos Mason 3++%' da6

2 nos Ma>door 32 da6


60/155

2%nos Ma>door 32% da6

%F M55 3'%2'

7otal

(+aterial'%& cum "ost o# &mm SS' .! M:" metal 131%+ cum

'%& cum "ost o# 2mm SS' .! M:" metal 1+3%+ cum

2% cum "ost o# 1mm SS' .! M:" metal 1&%+ cum


'%1( M7 "ement at site '-2% M7

7otal

Ka!hiner%

(% hr "oncrete mixer %&:%2+ cum &'(%2 hr


7otal

(+>orm #ork

&% F *orm work H &F on 05)N0)N0 ") 2+&%-3 "um(,+ 6ver head !harges 9;*)95H (25H-'-Insuran!e+

1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)N0 ")N0D)

(>+otal of (+ J (+J( +J(+J(,+

(G+dd ontra!tors Prot at 90H on (>+

ost per 95 !um (>+J(G+

Rate #or 1 cum

Rate to be adopted



( hr !enerator set 3' JV5 +1( + hr


61/155


(+>orm #ork

1% F *orm work H 1F on 05)N0)N0 ") 2+&%-3 "um(,+ 6ver head !harges 9;*)95H (25H-'-Insuran!e+


(>+otal of (+ J (+J( +J(+J(,+



Rate #or 1 cum

Rate to be adopted

'



(+"aBour

%+( nos Mate 3'% da6


2%nos Ma>door 32% da6%F M55 3'%2'

7otal

Vibrated Rein#orced cement concrete M 2' !rade "oncrete in #oundations with 2M:" $raded metal with a cube stren$th o# 2' 9 : mm2 at 2+ da6s work test on1' mm cubes and cost and and conve6ance o# all materials= vibratin$ centermixin$= curin$ hire and operational char$es o# all 7; , but excludin$ cost and it

char$es o# steel etc complete as per MoR7;. Speci4cation 1'=1= 21 0&t


( Vibrated Rein#orced cement concrete M 2' !rade "oncrete in #oundations with 2M:" $raded metal with a cube stren$th o# 2' 9 : mm2 at 2+ da6s work test on


62/155



(+"aBour




%F M55 3'%2'

7otal

(+aterial

+%1 cum "ost o# 2mm SS' .! M:" metal 1+3%+ cum

'%& cum "ost o# 1mm SS' .! M:" metal 1&%+ cum


(%' M7 "ement at site '-2% M7 7otal

Ka!hiner%



7otal

(+>orm #ork &% F *orm work H &F on 05)N0)N0 ") --%3 "um

(,+ 6ver head !harges 9;*)95H (25H-'-Insuran!e+

M:" $raded metal with a cube stren$th o# 2' 9 : mm2 at 2+ da6s work test on1' mm cubes and cost and and conve6ance o# all materials= vibratin$ centermixin$= curin$ hire and operational char$es o# all 7; , but excludin$ cost and itchar$es o# steel etc complete as per MoR7;. Speci4cation 1'=1= 21 0&t



' & cum "ost o# 1mm SS' .! M:" metal 1& +


63/155

'%& cum "ost o# 1mm SS ' .! M:" metal 1&%+


(%' M7 "ement at site '-2% M7

7otalKa! ner%



7otal

7otal 5NN" #or 1' cum

a)@eight from 5m to 90masic rate #or 1' cum o# concrete

1%+ F 5dd on cost o# concrete to cater extra li#t --%3 Rs

11%+ F 5dd #or *orm work on cost o# concrete --%3 Rs

7otal Rs

1-%(1' F 5dd #or Cver head char$es

1% F 5dd #or "ontractors pro4tRate ,er 1' "um

Rate ,er 1 "um

Rate to be adopted

b)@eight upto 5m

asic rate #or 1' cum o# concrete

1% F 5dd #or *orm work on cost o# concrete --%3 Rs 7otal Rs

1- (1' F 5dd #or Cver head char$es


(+aterial

+ 1 cum "ost o# 2mm SS' .! M:" metal 1+3 + cum


64/155


'%& cum "ost o# 1mm SS' .! M:" metal 1&%+


'%-- M7 "ement at site '-2% M7

7otal

Ka!hiner%



7otal

7otala)

#or Deck slab slab Super structure

2% F .ei$ht upto 'm 2 percent -&3'%'3

1-%(1' F 5dd Cver .ead "har$es -'322%(&

1% F 5dd "ontractorTs ,ro4t 11&2%1+

Rate per 1' cum

Rate per cum

Cr Sa6

b)*or #orm work add the #ollowin$ 0.ei$ht ' 1 m)#or Deck slab Super structure 2'

o# asic rate o# concrete

*or #orm work add the #ollowin$ (@eight 0 - 5 m+



% F M55 3'%2'


65/155

% F M55 3'%2'

7otal

(+aterial+%1 cum "ost o# 2mm SS' .! M:" metal 1+3%+ cum

'%& cum "ost o# 1mm SS' .! M:" metal 1&%+ cum


(%1 M7 "ement at site '-2% M7

7otalKa!hiner%

(% hr "oncrete mixer %&:%2+ cum &'(%2 hr(% hr !enerator set 3' JV5 +1(%+ hr

7otal >orm #or

2% F *orm work H 2F on 05)N0)N0 ") ++(%3 "um

(,+ 6ver head !harges 9;*)95H (25H-'-Insuran!e+


(>+otal of (+ J (+J( +J(+J(,+



Rate #or 1 cum M 3 "oncrete

Rate to be adopted

1 V%R%"%"% M3 $rade concrete usin$ 2mm and 1mm si>e SS' .! crushed stonincludin$ cost and conve6ance o# all materials to site= sei$niora$e char$es=labourmachine mixin$ la6in$ compactin$ curin$ etc includin$ all other incidental and


%1' nos ?abour #or cleanin$ deck slab concrete 32% da6

% F M55 &+%


66/155

Rate per cum

(+ 6ver head !harges 9;*)95H (25H-'-Insuran!e+

1-%(1'F5dd #or Cver head char$es H 1-%(1'F on

'&-%&'(,+otal of (+ J (+J( +J(+

(>+dd ontra!tors Prot at 90H on (,+ost per 95 !um (,+J(>+

Rate to be adopted

11

nit M7 Page &:;C&;0 of oRE@ . 7akin$ output 1 M7

(+"aBour

%&& nos Mate 3'% da6

3%nos lack smith 3'% da6

+% nos Ma>door 32% da6

% F M55 3+'%

7otal(+aterial

1%' M7 ./SD bars includin$ overlaps 3&% M7

+ J i di i M7

,rovidin$ ./SD bars 0 *e&1' ) o# dierent diameters= wrou$ht and put up bars o#

includin$ cost and conve6ance o# steel to site and all labour char$es #or # rein#orcement includin$ cuttin$= bendin$= bindin$ rods= t6in$ $rills= placin$ them incomplete includin$ cost and conve6ance o# bindin$ wire and all handlin$ char$es anchar$es etc%= and includin$ over lappin$ weldin$ i# reAuired etc%= complete #or all R%4nished item o# work as per standard drawin$s= as per the directions o# the En$inand as per MoR7;. speci4cation 1( ;22 0&th revision) and as per


67/155

1%' M7 ./SD bars includin$ overlaps 3&% M7

(% J$ indin$ wire &1'% M7

7otal


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)

(+otal of (+ J (+J( +

(,+dd ontra!tors Prot at 90H on (+Rate for 9 (+J(,+

Rate to be adopted

13

nit M7 Page &&: of oRE@ . 7akin$ output 1 M7

(+"aBour

%& nos Mate 3'% da6

2%nos lack smith 3'% da6

(% nos Ma>door 32% da6

% F M55 2+2%

7otal(+aterial

,rovidin$ ./SD bars 0*e&1') o# dierent diameters= wrou$ht and put up bars o#includin$ cost and conve6ance o# steel to site and all labour char$es #or # rein#orcement includin$ cuttin$= bendin$= bindin$ rods= t6in$ $rills= placin$ them incomplete includin$ cost and conve6ance o# bindin$ wire and all handlin$ char$es anchar$es etc%= and includin$ over lappin$ weldin$ i# reAuired etc%= complete #or all R%4nished item o# work as per standard drawin$s= as per the directions o# the En$inand as per MoR7;. speci4cation 1( ;22 0&th revision) and as per


68/155

7otal

Ka!hiner%

2%' hr ,late compactor:,ower rammer:road roller '+% hr%' hr @ater tanker ( J? capacit6 (3% hr

7otal


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)N0 ")

(,+otal of (+ J (+J( +J(+


ost per 90 !um (,+J(>+Rate #or 1 cum

Rate to be adopted

1'

nit cum Page &)3 of oRE@ .

7akin$ output 1 cum

(+"aBour

32 nos Mate 3' da6

,rovidin$ and la6in$ o# lter media with !ranular materials : stone crushedsatis#6in$ the reAuirements laid down in clause 2'&%2%2 o# MoR7;. speci4cations to# not less than (mm with smaller si>e towards the soil and bi$$er si>e towardsprovided over the entire sur#ace behind the abutment= win$ wall and return wall to tcompacted to a 4rm condition includin$ cost and conve6ance o# all metal sei$nor=and all labour char$es as directed b6 the departmental ocers as per drawin$ aspeci4cations as per clause 1%1%1 o#


69/155

"ost o# ""01&+) Page 339C522 of oRE@ .


(+"aBour

%(& nos Mate 3'% da6

1% nos Mason 3++%' da6


% F M55 '&2+%'

7otal

(+aterial

13%' cum "ost o# &mm SS' .! M:" metal 131%+ cum


2%&3 M7 "ement at site '-2% M7

7otal(!+a!hiner%



"ost per 1' cum

Rate #or 1 cum

ost of Grouted Revetment

nit "um

7akin$ output 1 cum

with %2 cum o# "" 01&+) includin$ cost= sei$niora$e char$es and conve6ance o#site and includin$ labour char$es #or packin$ the stones #or revetment etc%= completitem o# work as per MoR7;. speci4cation 2'& 0 &th revision ) and as directed b6 the"har e for uadrential revetment*


revetment etc%= comp ete or n s e tem o wor as per MoR7;. spec cat orevision ) and as directed b6 the En$ineerin"har$e for Pit!hing of slopes for o


70/155

(+"aBour Page 522 of oRE@ .

%& nos Mate 3'% da6

%3' nos Mason 3++%' da6%'nos Ma>door #or la6in$ stones= 4llin$ Auarr6 spal 32% da6

% F M55 3-%-+

7otal

(+aterial

1% cum "ost o# Rou$h stone 3mm thick 3%+ cum

%2cum "ost o# stone spalls '22%2+ cum

7otal


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0) 11--%22

(+otal of (+ J (+J( +

(,+dd ontra!tors Prot at 90H on (+

ost per 9 !umRate to be adopted

1+


7akin$ output 1 "um

Providing and la%ing lter material #ith Gravel underneath pit!hing in slo cost= sei$niora$e char$es and conve6ance o# materials to site includin$ labour ccomplete #or 4nished item o# work as per MoR7;. Speci4cation 2'& 0&th Revi

directed b6 the En$ineerin"har$e under Revetment*


nit nos

7akin$ output 3 RM

C 1 " M i l # 1 3 " M


71/155

Cutput 1 "um= Material #or 13 "ement Mortor

(+"aBour

%& nos Mate 3'% da6%- nos Ma>door 32% da6

% F M55 33%

7otal

(+aterial

%'1 M7 "ost o# "ement '-2% M7

1%' "um "ost o# Sand -(-%& cum

7otal"ost per 1 "um "M 013)

(+"aBour

%3 nos Mate 3'% da6

%' nos Mason 3++%' da6

%2' Ma>door 32% da6

% F M55 2+'%'

7otal

(+aterial

39*5 RM "ost o# 1mm dia 5" pipe 1(1% RM

includin$ 'F wasta$e 0avera$e len$th 1m)

1% 9os 1(%1 Each

3% 9os MS clamps 13% Each

%' cum "ement mortor 013) &3&% "um 7otal


"ollors #or 5" pipe 0avera$e) takin$ 1 o# pi


%2 da6 Mate 3'% da6

%2 da6 Skilled 0lacksmith= welder etc%) 3++%' da6


72/155

%2 da6 Ma>door 32% da6

% F M55 21%(

7otal(!+"aBour for Aing in position

%1 da6 Mate 3'% da6

%1 da6 Mason 3++%' da6

%2 da6 Ma>door 32% da6

% F M55 1%(&

7otal

' F (-'%31


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)N0 3%+

(,+otal of (+ J (+J( +J(+


ost per 9 4os (,+J(>+

Rate to be adopted

21

electrodes= cuttin$ $as= sealant= anticorrosive bituminous paint= mild steel$ratin$ etc%

,rovidin$ and la6in$ "aun!hing aprons #or protection a$ainst scour with &' m


Rate to be adopted


73/155

22


7akin$ output 1' cum(+"aBour




% F M55 3'%2'

7otal

(+aterial+%1 cum "ost o# &mm SS' .! M:" metal 131%+ cum

&%' cum "ost o# 2mm SS' .! M:" metal 1+3%+ cum

1%3' cum "ost o# 1mm SS' .! M:" metal 1&%+ cum


&%13 M7 "ement at site '-2% M7

7otal

Ka!hiner%

( hr "oncrete mi er &: 2+ cum &'( 2 hr

,lain cement concrete M 1' !rade "oncrete usin$ &mm = 2mm and 1mm si>e

stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table 11 and 4ne a$$re$ate ctable 12) includin$ cost=sei$nora$e and conve6ance o# all materials to site achar$es #or machine mixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$other incidental and all other operational char$es o# 7;, reAuired etc%= complete asSpeci4cation 1'=1= 21 ; 2 0&th Revision) #or ?evellin$ course below appr


1% nos Mason 3++%' da6


F M55 '&2+ '


74/155

% F M55 '&2+%'

7otal

(+aterial13%'cum "ost o# &mm SS' .! M:" metal 131%+ cum


2%&3 M7 "ement at site '-2% M7

7otal

Ka!hiner%

(% hr "oncrete mixer %&:%2+ cum &'(%2 hr(% hr !enerator set 3' JV5 +1(%+ hr

2% .r @ater tanker (J? capacit6 (3% hr

7otal


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)N0 530&5*5:

(,+otal of (+ J (+J( +J(+


ost per 95 !um (,+J(>+

Rate #or 1 cum

Rate to be adopted

2&Vibrated cement concrete M 3' $rade usin$ 2mm ; 1mm .! crushed ston0"oarse a$$re$ate con#ormin$ to table 11 and 4ne a$$re$ate con#ormin$ to tincludin$ cost= 0excludin$ sei$niora$e) conve6ance o# all materials to site and lab

i hi i i l i ib i i i l di ll h i


7otal

3%' F *orm work H 3%'F on 5NN" +1&&+%33

(+ 6ver head !harges 9; )95H (25H-'-Insuran!e+


75/155


1-%(1'F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)N0 :&2;;*02

(,+otal of (+ J (+J( +J(+(>+dd ontra!tors Prot at 90H on (,+

ost per 95 !um (,+J(>+

Rate #or 1 cum

Rate to be adopted

*0*000 6.P4 + I4


76/155

mount

ma!hinar%

12%

2'(%

%

2(+%

1(&(%

%

3+1%&1

FFF

2323*)&

FFF

speci4cationand otherthe extent

per MoR7;.

mount

111%+3

992*00

9 um


77/155

9 um

2&%3++%'

&+%

%

'&2+%'

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80/155

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82/155

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83/155

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84/155

1(1%(

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ll diametersbrication o#

position etc%=operational%" items #orerin"har$eo# 1-+' #or

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85/155

2&-%

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86/155

1&'%

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a$$re$atesa thickness

the wall ande #ull hei$hta$e char$esnd 7echnicalRevision) #or

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si>e $routedmaterials to#or 4nished


87/155

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88/155

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89/155

mount

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90/155

%

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91/155

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nd all labourincludin$ allper MoR7;.oach slab%

mount

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92/155

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93/155

FFF

FFF

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9 um


94/155

ost per 9:0 !um (+ J (,+

Rate per "um

Rate per 9 !um


95/155

mount

includin$ pre e soils on the

ation with + to2 o# MoR7;.=o# work as per


96/155

%'

1(%

1(%'

&('1%(

322%

2'2%

2(-%1

13%2'+2%-(

95759*23

9575*92

9732)*35

13%2(

973*00

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vel #or 4nished

embankment


97/155

.4o uantit% 8nit es!ription of Item Rate per

9 2 3 & 5 )


98/155

27

0 Page ):C); of oRE@ .

0 8nit 1 um

0 aking out put N 900 um

0 (+ "aBour

0 %& da6 Mate 3'% 1%0 1% da6 Ma>door unskilled 32% 1%

0

0 % F Municipal 5rea 5llowance 33'%

0 7C75? N

0

0 (+ a!hiner%

0

1%( hr 2;79*00 1%

*ormin$ embankment with borrowed use#ul earth #rom outside road boundar6 b6mechanical means up to SDR with all leads and li#ts includin$ prewaterin$ o# soil atborrow area= removal o# top soil= excavation o# soils at borrowed area= conve6ance o#soil= depositin$ the soil on the embankment= spreadin$ soil= breakin$ clods=sectionin$= $radin$ and consolidation with + to 1 7onnes Vibrator6 Road Roller HCM" to meet reAuirement o# table 32 o# MoR7;.= includin$ all hire andoperational char$es o# 7;, and 0excludin$ sei$niora$e) char$es= complete #or4nished item o# work as per MoR7;. speci4cation 3'

(&th revision+ $ith a lead of 3&= (Pa%ment #ill Be made Based on levelsfor nished item of #ork+*

.6draulic excavator1 cum bucket capacit6 H (cum per hour


9 2 3 & 5 )

2: "onstruction o# !ranular subbase b6 providin$ .! material con4rmin$ to !radin$


99/155


100/155

2$ 8nit N !um2$ aking output N 300 !um

2$ (+ "aBour

2$ %& da6 Mate 3'% 1%

2$ 2% da6 Ma>door skilled 3++%' 1%

2$ +% da6 Ma>door unskilled 32% 1%

2$

2$ % F Municipal 5rea 5llowance 3&+%2$ 7C75? N

2$ (+ a!hiner%

2$ (% hour Motor $rader 3%3'M lade H' cum:.r% 322% 1%

2$ 12% hour 7ractor Rotavator 0223N1123&) &2'% 1%

2$ (% hour Vibrator6 roller +7 2(-%1 1%

2$ 3% hour @ater tanker ( J? (3% 1%

2$ 7C75? N2$

2$ (+ aterial

2$ "oarse $raded !ranular subbase material as per

2$ 7able &2 o# MCR7;.

2$ -%'&%'mm


101/155

2% s per ", 3/5 of I.1&5:-2003 E 4ote 52% 1% RM $s N (9*9:J2*20O9&0/925+ 3*)&&0

2%

2%

2% R9 N ( .2- .9+/9000 $s

2% 1% RM R9 N ( &2500 - &9000 +/ 9000 3*)&&

2%

2% 1% RM &%2%

2% 1% RM at the time o# preparation o# Estimate '-2%

2% I.1&5:-2003

2% *rom 75?E 3 arrel wall 7hickness 0 mm ) +'%

2% "oncrete Gt6:&0%U%%(U%() 0cum) %1+2-

2% *rom "?5SE '%' "ement "ontent0 k$:cum) 3&%

2%2% 1% RM 0 as per


102/155

&0 7C75? N

&0 (+ aterial

&0 12%' RM "ost o# ( mm Dia pipes 2'2%32 1%

&0 7C75? N

&0 ( J +

&0

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&0&0 1% F (,+ ontra!tors Prot on (JJ+ 3&311%+-

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&0 12%' RM 7C75? "ost #or 12%' RM 05NN"ND)

&0 Rate per 1 RM

&0 Rate per 9 R

&0

mount

7


103/155

1'%32%

33'%

%

335*00

&-(1%'

mount

7


104/155

mount

7


105/155

1'%

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2'(%

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7


106/155

'%&

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920) 75


107/155

920)*75

31'-1%'

395;9*50

327;:*25

1'13%(&

3&31%1-

3&3%+

31-%&'

309;*00


39 *ormin$ shoulders with barrowed use#ul selected earth havin$ MDD o# not lessthan 1%' !ms:"" #rom out side road boundar6 b6 mechanical means with all leadsand li#ts includin$ prewaterin$ o# soil at barrow area= removal o# top soil= excavationo# soils at barrowed area= conve6ance o# soil= depositin$ the soils on the


108/155

0 Page ):C); of oRE@ .

0 8nit 1 um

0 aking out put N 900 um

0 (+ "aBour

0 %& da6 Mate 3'% 1%

0 1% da6 Ma>door unskilled 32% 1%

00 % F Municipal 5rea 5llowance 33'%

0 7C75? N

0

0 (+ a!hiner%

0

1%( hr 27;9*00 1%

0 92720*00 t%km ipper ( for 7;*500 km N 9)0 A 7;*500+ t*km 7*22 t%km0 5dd 1F o# cost o# carria$e to cover

0 t # l di d l di

embankment= spreadin$ soils= beakin$ clods= sectionin$ and consoilidation withvibrator6 road roller H CM" to meet reAuirement o# table 32 o# MoR7;.=includin$ all hire and operational char$es o# 7;, and complete #or 4nished item o#work as per MoR7;. speci4cation 3' 0 &th revision) 0 ,a6ment will be made basedon levels #or 4nished item o# work)%

(&th Revision+ $ith a lead of 7;*500 km (Pa%ment #ill Be made Based onlevels for nished item of #ork+*

.6draulic excavator1 cum bucket capacit6 H (cum per hour


32

&2 8nit N .Lm*

,rovidin$ 25*& mm masti! pads #or ?on$itudinal Ioints= 7ransversal eApansion Ioints and "onstruction Ioints o# approved Aualit6 includin$ cost= conve6ance andplacin$ in position= etc%= complete as directed b6 the En$ineerinchar$e%


109/155

&2 (+ aterial

&2 1% SAm Rate as per uildin$ SSR


110/155

p

Executive En$ineer 0R;)= Superintendin$ En$ine

R; Division= 5malapuram R; "ircle= Jakin

mount


111/155

1'%

32%

33'%%

335*00

&((%-

-1+3+%&

-1+3 +&

mount


112/155

--1%

;;9*00

-(%(

'1%'

1(22%'

223(%(

mount

er 0R;)=

a>ole


113/155

r 0R;)=

da

4ame of $ork 1-

,arth/ Gravel etal/ .tone

Improvements to Ramarajulanka - Gondi road from km 0/000 to 7/3of "o# "evel ause $a% &' )*37m span + in ,*G*t*


114/155

.*4o .pe!i!ation in rief 8nit uantit% !um !um

>a!tor uantit% >a!tor uantit%

9 2 3 & 5 ) 7 :

9 1 cum +31% 1% +31%

2 1 cum 12+% 1% 12+%

3 P 9131) 1 cum +&% %- '%(

& 1 cum &+&% %- &3'%(

5 1 cum (3&% %- '%(

) 'R 25 for Raft 1 cum 3&% %- 33(%(

7 'R 25 for edBlo!ks 1 cum 1% %- 1'%3: 'R 25 for e!k .laB 1 cum 2&3% %- 21+%

; 'R 30 for pproa!h .laB 1 cum 2(% %- 23%&

90 'R 30 for $earing oat 1 cum 3% %- 2%

99 a!k lling #ith gravel 1 cum ((&% 1%2 -(%+

92 >ilter media using 950 mm ston 1 cum 1'% 1%2 1+%

93 Grouted Revetment #ith (91&1 1 cum 22% 1%1+ 2'%-(

9& 1 cum 1 1 2 12

,/$ for >oundation ,A!ludingde#atering

,/$ for >oundation in!luding

de#atering

' 20 for >ootings ofButmentsC Piers

' 20 for suBstru!ture ofButmentsC Piers

.tone pit!hing #ith 300mm

R; Section= Malikipuram R; Subdivision= Ra>ole R; Division= 5malapuram R; "i


115/155

.and

0 (onstru!tion


116/155

!um

>a!tor uantit%

; 90

%&' 3%+

%&' 21%+

%&' 2+'%3

%&' 1(+%3

%&' %('%&' 1-%3'

%&' 11%

%&' 13%'

%- 1%-+

rcle= Jakinada


117/155

, R I > I ,

4ame of $ork1



118/155

1)

2)

3) "erti4ed that all the distances in the Auarr6 map are correct%

&) "erti4ed that the Auarries provided are the nearest%

')

()

)

+)

"erti4ed that < have personall6 inspected the above Road on WWWWWW% andthe provisions made in the estimate #or the above work are adeAuate andessential%

"erti4ed that the leads provided in the R%M%R o# the estimate are shortest andthere is sucient 6ield o# $ood Aualit6 material #rom the Auarries proposed inthe estimate%

"erti4ed that the routes shown in the Auarr6 map are the shortest #or thetransportation o# the materials%

"erti4ed that all the materials can be easil6 Auarried%

"erti4ed that the description o# all materials mentioned are correct to the besto# m6 knowled$e%


119/155

1

Ra#t 1 x 1 2+%2( -%1 %( 1'&%3

*lexible approns

5prons :S side 1 x 1 2+%2( 3% 0 %( ) '%+

5prons D:S side 1 x 1 2+%2( (% 0 %( ) 11%&

2 x 1 +% 3%1 1%( -%3(

2 x 1 1'% 2%3 1%( 11%&

2 x 1 2(% 2%3 1%( 1-1%3(

2 x 1 1% 1%& 1%1 3%+

' x 1 1 1 3'

Earthwork in excavation o# #oundation o# structures as per drawin$ and technicalspeci4cation includin$ settin$ out= construction o# shorin$ and bracin$= removalo# stumps and other deleterious matter= dressin$ sides o# bottom= back 4llin$the excavation earth to the extent reAuired etc%= complete includin$ sei$nioar$echar$es #or 4nished item o# work as per MoR7;. speci4cation 3& 0&th Revision)

,A!luding de#atering 0-3*0 ,P@ aBove sill






2

nder Ra#t 1 x 1 2+%2( -%1 %1' 3+%'

2 x 1 +% 3%1 %1 &%-(

,lain cement concrete 013() nominal mix in #oundation with crushed stonea$$re$ate & mm nominal si>e mechanicall6 mixed= placed in #oundation andcompacted b6 vibration includin$ curin$ complete as per MoR7;. Speci4cation21 0&th Revision) for "evelling !ourse Belo# raft and #ing #alls


od6 walls on S side


120/155

2 x 1 1'% 2%3 %1 (%-

2 x 1 2(% 2%3 %1 11%-(

2 x 1 1% 1%& %1 2%+

' x 1 % 1% %1 3%'

):*);

(-% '1+3%

cum

3

"ut o walls :S side 1 x 1 2+%2( 0 %( ) 2% 33%-1"ut o walls D:S side 1 x 1 2+%2( 0 %( ) 2% 33%-1

* 5b t t 2 1 + &' 0 1 2 ) 1 3 1+





'iBrated !ement !on!rete 20 Grade on!rete usin$ &mm = 2mm and

1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es#or machine mixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$includin$ all other incidental and all other operational char$es o# 7;, reAuiredetc%= complete as per MoR7;. Speci4cation 1'=1= 21 0&th Revision) forfootings of Butments and PiersC Raft !ut-oD #alls *

&

R5*7 *oundation 1 x 1 2+%2( 0 -%1 ) %( 1'&%3

1'& 3

'iBrated !ement !on!rete 25 Grade on!rete usin$ &mm = 2mm and1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es#or machine mixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$includin$ all other incidental and all other operational char$es o# 7;, reAuiredetc%= complete as per MoR7;. Speci4cation 1'=1= 21 0&th Revision) forRaft*


121/155

1'&%3sa6 1''% 2-%

cum

'

*or 5butments 2 x 1 +%&' 0 % N 1% ) 3%1& (3%(+

2

*or ,ier 3 x 1 %' 0 %( N 1% ) 3%1& (2%1

2

*or cut waters 3 x 1 Π 0 %(O2 N 1%O2) 3%1& '%+&& x 2

2 x 1 +% %++ 2% 2+

2 x 1 1'% %+ 1%&' 33%12'

2 x 1 2(% %+ 1%&' '+%&3'

'iBrated !ement !on!rete 20 Grade "oncrete usin$ &mm = 2mm and1mm si>e .! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table11 and 4ne a$$re$ate con#ormin$ to table 12) includin$cost=sei$nora$e and conve6ance o# all materials to site and all labour char$es

#or machine mixin$= la6in$ in position="ompactin$= Vibratin$ and curin$ includin$all other incidental and all other operational char$es o# 7;, reAuired etc%=complete as per MoR7;. Speci4cation 1'=1= 22 0&th Revision) for .uBstru!ture of aButmentsC piers and #ing #alls*



od6 walls on Sside9onvented level Ramp

portionod6 walls on Sside9 d l l R

92*00 -'1%cum

upto '%m hei$ht

& 1 2+ + S 11' &+

*urnishin$ and placin$ rein#orced cement concrete VR"" M 2' $rade as perapproved drawin$s and technical speci4cations as per MoR7;. speci4cation1'=1(=1 0&th revision ) and as per M%C%7 DR! 9o D:1& 5; 2&excludin$ cost o# steel and #abrication char$es #or VR"" M2' Super structure

3


122/155

& x 1 2+%+ per Span 11'%&+

sa6 11(% +1%

cum

+

2 x 1 %' &% %1' -%

;*00

-% '+'%

cum

-

*or approach slab 2 x 1 &%3 %' %3 1-%3'

1- 3'

*or deck slabs 5s perStandard Dr$% D:2&

m3

,lain cement concrete M 1' !rade "oncrete usin$ &mm = 2mm and 1mm si>e.! crushed stone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table 11 and4ne a$$re$ate con#ormin$ to table 12) includin$ cost=sei$nora$e andconve6ance o# all materials to site and all labour char$es #or machinemixin$=la6in$ in position= "ompactin$ = Vibratin$ and curin$ includin$ all otherincidental and all other operational char$es o# 7;, reAuired etc%= complete as perMoR7;. Speci4cation 1'=1= 21 0&th Revision) #or ?evellin$ coursebelow approach slab%?evellin$ course belowapproach slab%

V%R%"%"% M3 $rade concrete usin$ 2mm and 1mm si>e SS' .! crushedstone a$$re$ate includin$ cost and conve6ance o# all materials to site=sei$niora$e char$es=labour char$es #or machine mixin$=la6in$=compactin$=curin$etc=includin$ all other incidental and operational char$es=7;, char$esetc=complete but excludin$ cost o# steel and its #abrication char$es= as per MoR7;.Speci4cations 1'=1=2&0&th Revision) #or pproa!h .laB%

& x 1 PPP k$s per Span &(&

5pproach slab 1 x 1 1- +' k$s:cum 1(&&%'

@earin$ coat 1 x 1 PPP ( k$s:cum 12%1+

PPP

90*&0

or sa6 11% '2&'%M 7

*or deck slabs 5s perStandard Dr$%D:&&


123/155

6M%7

12

1 x 1 11%1 1 k$s:cum 111%2

2 x 1 3' k$s %

3 x 1 3' k$s 1'%

1 x 1 2 k$s 2%

1 x 1 3' k$s 3'%

1 x 1 '2 k$s '2%

,rovidin$ @?. Bars ( >e-&95 + o# dierent diameters= wrou$ht and put up barso# all diameters includin$ cost and conve6ance o# steel to site and all labourchar$es #or #abrication o# rein#orcement includin$ cuttin$= bendin$= bindin$ rods=t6in$ $rills= placin$ them in position etc%= complete includin$ cost andconve6ance o# bindin$ wire and all handlin$ char$es and operational char$es

etc%= and includin$ over lappin$ weldin$ i# reAuired etc%= complete #or all R%"%"items #or 4nished item o# work as per standard drawin$s= as per the directions o#the En$ineerin"har$e and as per MoR7;. speci4cation 1( ;22 0&threvision) and as per


124/155

$

1 x 1 2 k$s 2%

1 x 1 12' k$s 12'%

PPP

90*;;

11% PPP

M%7

1&

5pproaches ' x 3 %' '%

"" pavement 11 x 2+ %' 1'&%

22-% RM

++1%(' k$s

& x & 1%' 2&% RM

+32%'( J$s

11& 21

p9onvented level Rampportion 9onvented level Rampportion

,rovidin$ ncoated Mild Steel bars 0 *e2' ) o# dierent diameters= wrou$ht andput up bars o# all diameters includin$ cost and conve6ance o# steel to site and alllabour char$es #or #abrication o# rein#orcement includin$ cuttin$= bendin$=bindin$ rods= t6in$ $rills= placin$ them in position etc%= complete includin$ costand conve6ance o# bindin$ wire and all handlin$ char$es and operationalchar$es etc%= and includin$ over lappin$ weldin$ i# reAuired etc%= complete #or allR%"%" items #or 4nished item o# work as per standard drawin$s= as per the

directions o# the En$ineerin"har$e and as per MoR7;. speci4cation 1(;22 &th Revision and as er


125/155

Guadrants & x 1 1%( %1' 1%((

90*))

11% 1-+%

or sa6 cum

1+

*or Auadrants & x 1 1%( %3 21%31

29*3922% 23&-%

cum

1-

7oe walls & x 1 (%'1 %( %( -%2;*72

p p pRevision)and as directed b6 the En$ineerin"har$e% *or pit!hing of slopes%

,rovidin$ !routed Revetment with rou$h stone other than $ranite o# not lessthan 3 mm si>e $routed with %2 cum o# "" 01&+) includin$ cost=sei$niora$e char$es and conve6ance o# materials to site and includin$ labourchar$es #or packin$ the stones #or revetment etc%= complete #or 4nished item o#work as per MoR7;. speci4cation 2'& 0 & th revision ) and as directed b6 theEn$ineerin"har$e #or Auadrential revetment%

,rovidin$ rou$h stone revelment other than $ranite 3 mm thick usin$ 3mm i>e rou$h stonne varit6 includin$ cost =sei$niora$e and conve6ance o# allmaterials to site = labour c$ar$es etc = complete as per MCS7 speci4cation no%

od6 walls SS


126/155

9os

23

5ppanaramuni lanka sid 1 x 1 3% %' %1 2%+

Sakinetipall6 Se .! crushedstone a$$re$ate and 4ne a$$re$ate con#ormin$ to table 12 o# MoR7;.includin$ cost= 0excludin$ sei$niora$e) conve6ance o# all materials to site andlabour char$es= centerin$= machine mixin$= la6in$= Vibratin$= curin$ etc%=includin$ all other incidental and operational char$es o# all 7;, etc%= complete#or 4nished item o# work as per MoR7;. speci4cation 1'=1= 21 0&th

Revision) and as directed b6 the En$ineerin"har$e #or base coarse%

Vibrated cement concrete M 3' $rade usin$ 2mm ; 1mm .! crushedstone a$$re$ate 0"oarse a$$re$ate con#ormin$ to table 11 and 4nea$$re$ate con#ormin$ to table 12) includin$ cost= 0excludin$ sei$niora$e)conve6ance o# all materials to site and labour char$es= centerin$= machinemixin$= la6in$= vibratin$= curin$ etc%= includin$ all other incidental and

operational char$es o# all 7;, etc%= complete #or 4nished item o# work as perMoR7;. speci4cation 1'= 1= 21 ; 22 0&th Revision) and as directed

2( *ormin$ shoulders with barrowed use#ul selected earth havin$ MDD o# not lessthan 1%' !ms:"" #rom out side road boundar6 b6 mechanical means with allleads and li#ts includin$ prewaterin$ o# soil at barrow area= removal o# top soil=excavation o# soils at barrowed area= conve6ance o# soil= depositin$ the soils onthe embankment= spreadin$ soils= beakin$ clods= sectionin$ and consoilidationwith vibrator6 road roller H CM" to meet reAuirement o# table 32 o#MoR7;.= includin$ all hire and operational char$es o# 7;, and complete #or4nished item o# work as per MoR7;. speci4cation 3' 0 &th revision) 0 ,a6ment

will be made based on levels #or 4nished item o# work)%


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Road work

"" ,avement 1 x 2 &% 1% %3 2&%

2&%

or sa6 2&0*00 12-%

cum

2

Road work 0nder "" ,avement)1 x 1 &% %3 11'2%

11'2%

or sa6 9952*00 ((2%

cum

2+

*ormin$ embankment with borrowed use#ul earth #rom outside road boundar6b6 mechanical means up to SDR with all leads and li#ts includin$ prewaterin$ o#soil at borrow area= removal o# top soil= excavation o# soils at borrowed area=conve6ance o# soil= depositin$ the soil on the embankment= spreadin$ soil=breakin$ clods= sectionin$= $radin$ and consolidation with + to 1 7onnesVibrator6 Road Roller H CM" to meet reAuirement o# table 32 o# MoR7;.=includin$ all hire and operational char$es o# 7;, and 0excludin$ sei$niora$e)char$es= complete #or 4nished item o# work as per MoR7;. speci4cation 3'

01%2N-%):2

"onstruction o# !ranular subbase b6 providin$ .! material con4rmin$ to

!radin$


128/155


31

1 x 1 1&% 1'% 2%2 &(2%

&(2%or sa6 &)20 00 (( 1

Earthwork excavation in soils upto SDR b6 mechanical means includin$trimmin$ bottom and side slopes in accordance with reAuirements o# lines =$rades and cross sections etc%= complete #or 4nished item o# work #or trenchcuttin$ as per MoR7;. speci4cation 310&th Revision) and as directed b6 theEn ineerin"har e


129/155

or sa6 &)20*00 ((%1

cum

32

>or ross unds1

:S Side 1 x 1 02N1():2 0'N-):2 2%2 2%2

D:S Side 1 x 1 02N1():2 0'N-):2 2%2 2%2

1 x 1 01'N11):2 0N11):2 2%2 2'%&

+11%+

or sa6 :92*00 13%

cum

33 ,rovision towards V57 'F on Rs% 223(-31+

3& ,rovision towards Gualit6 "ontrol char$es H1F on Rs% 223(-31+

*ormin$ embankment with Side earth b6 mechanical means upto SDR includin$prewaterin$ o# soil = removal o# top soil= excavation o# soils = depositin$ the soilson the embankment= spreadin$ soil= breakin$ clods= sectionin$ = $radin$ andconsolidation with + to 1 7onnes Vibrator6 Road Roller H CM" to meet

reAuirement o# table 32 o# MoR7;.= includin$ all hire and operationalchar$es o# 7;,= complete #or 4nished item o# work as per MoR7;. speci4cation3' 0&th revision) 0,a6ment will be made based on level #or 4nished item o#work)%


130/155


131/155

1% 3'(2

cum

1% 1EN(


132/155

cum

1% -'&12cum

1 1E (


133/155

1% 1EN(

cum

1% '2('

cum

1% '22'M%7


134/155


135/155

1% '(1121

M%7

1% 2(&&'

cum


136/155

1% 2-++

cum

1% '1(+

cum

1% 33&'(

R%M

1% (++9o%


137/155

1% 2EN(

cum


138/155

1% 3(-(

cum

1% (2(2&

cum

1&++++


139/155

1% 3'3+2

cum


140/155

cum

1% 1&&(

cum

FFF

999:&))

223);3


2'

ourse sand #ih Bitumen

12%M lon$ x 1mm wide x 1mm deepaterial

12cum "ost o# sand #or 4llin$ 313 cum

,rovdin$ and 4llin$ Ioints sealin$ compound as per Drawin$ and 7echnical specidirected b6 the En$ineer in char$e%


141/155

%12cum "ost o# sand #or 4llin$ 313% cum

%1 M7 "ost o# itumen +:1 PPP M7

"aBour

%'cum Man Ma>door #or heatin$ bitumen 2-'% each

Rate #or 12 RMRate #or 1 RM 33%&-

Rate to be adopted

2(

2'mm Dia1% RM ,art


142/155

mount

3%(

4cation and as


143/155

3%(

&-%(+

1&%'

2%-3

&09*:7

33*00

R

1'%+&

9)*00

R

and technical

oncrete to behine to releaseterin$ process=

in vibration o#t includin$ hire


144/155

4ame of $ork 1

Revised ost of R Plain ,nded pipes

7he rates o# R"" ,lain ended pipes as per SSR 2+- are based on the raw materials costs%

"ement 0"1) &=&Steel 0MS Rods) 0S1) &1='



145/155

7he revised raw materials costs i%e%= the rates adopted in the estimate%

"ement 0"2) (=&!%C% R7 9o% 2(-= 5pril 21'= Dt% 2+%'%21'

Steel 0MS Rods) 0S2) &'=

7otal Auantit6 o# "oncrete reAuired 0as per


146/155

3 MM dia 0&'= &1=') :1 0&'= &1=') :1 0&'= &1=') :1

x 2%'+ J$s% Rs ;*03 x 1%' J$s% Rs 5*50 x %1 J$s% Rs 2*&;

&' MM dia 0&'= &1=') :1 0&'= &1=') :1 0&'= &1=') :1

x &%' J$s% Rs 9)*00 x 2%' J$s% Rs ;*)3 x 1%&+ J$s% Rs 5*9:

( MM dia 0&'= &1=') :1 0&'= &1=') :1 0&'= &1=') :1x +%1- J$s% Rs 2:*)7 x &%2' J$s% Rs 9&*:: x 1%+- J$s% Rs )*)2

due to chan$e in the cost o# "ement 0"2"1):1 8 @c%

ia 9,3 "lass pipes 9,2 "lass pipes 9,2 "lass "ollars

3 MM dia 0(=& &=&) :1 0(=& &=&) :1 0(=& &=&) :1x1'%3- J$s% Rs 30*7: x11%2 J$s% Rs 22*&0 x1%'3 J$s% Rs 3*0)

&' MM dia 0(=& &=&) :1 0(=& &=&) :1 0(=& &=&) :1

x&&%'' J$s% Rs :;*90 x1-%21 J$s% Rs 3:*&2 x3%'( J$s% Rs 7*92

( MM dia 0(=& &=&) :1 0(=& &=&) :1 0(=& &=&) :1

x('%++ J$s% Rs 939*7) x32%+& J$s% Rs )5*): x'%- J$s% Rs 99*5:

Revised "ost "ost as per the SSR N R1 N R2

Revised "ost R2 1 Variation 0increase : decrease ) in cost 0Rs% per metre)

R; Section Malikipuram R; Subdivision Ra>ole R; Division 5malapuram


147/155


3

nit metre Page 272C273 of oRE@ . 7akin$ output 12%' metre

300 mm ia*C

,rovidin$= la6in$ Rein#orced cement concrete .ume pipes o# 9,3 class #or pipe culcost and conve6ance o# ,ipes etc%= complete and ?abour char$es #or la6in3mm:&'mm:(mm dia% R%"%" .ume pipes in position includin$ li#tin$= ali$nin$hoistin$ etc%= as per drawin$ and as per MoR7;. Speci4cation 2-= 2-' and 2-and


148/155

300 mm ia*C

(+"aBour

% nos Mate 1++% da6

%2' nos Mason 1-3%& da6

1%' nos Ma>door 1&(% da6

7otal

(+aterial12%' RM "ost o# 3mm Dia%= pipes (3%+1 RM

7otal


1-%(1' F 5dd #or Cver head char$es H 1-%(1'F on 05)N0)

(+ otal of (+ J (+J( +

(,+ dd ontra!tors Prot at 90H on (+ost per 92*5 metre (+J(,+

Rate #or 1 RMRate to be adopted

&50 mm ia*C

(+"aBour

%11 nos Mate 1++% da6

%3+ nos Mason 1-3%& da6

2%2' nos Ma>door 1&(% da6

7otal(+aterial


149/155

mount

erts includin$$= Iointin$ o#= lowerin$ and( 0&th Revision)nished item o#


150/155

13%1(

&+%3'

21-%

2+%'1

-'&%(3

-'&%(3

%

;:2:*9&

0*00

;:2:*9&

+(%2'7:)*00

9 R

2%(+

3%&-

32+%'

&22%(

9 R


151/155

LEAD CHARGES 'SSR 201(-15) Cost of Materials, Labour Metal

SSR 201(-15

loading 52.50 105.00 Material Rates =s er of ? et.

unloading 15.-0 15.-0 60 to 63 mm IC ! Mo"# #$% metal 41-.00 ?g. Eo.17, l.53 *oads+

sta&'ing (( (( 50 to 55 mm IC ! Mo"# #$% metal 456.00 ?g. Eo.17, l.52 *oads+

0.25 (( (( 40 to 45 mm IC ! Mo"# #$% metal 588.00 ?g. Eo.16, l.51 *oads+

0.5 (( (( oug)stone 300mm *#$%+for reetment 156.00 ?g. Eo.13, l.- *oads+

1 31.50 30.40 oug)stone 225mm *#$%+for reetment 154.00 ?g. Eo.13, l.8 *oads+

2 44.10 42.60 eetment /or' 225mm 144.00 ?g. Eo.13, l.2 *oads+

3 58.-0 58.-0 eetment /or' 300mm 164.00 ?g. Eo.13, l.3 *oads+

4 71.50 71.50 eetment /or' 450mm 136.00 ?g. Eo.13, l.4 *oads+

5 84.10 84.10 Laterite for eetment 225mm 118.00 ?g. Eo.13, l.6 *oads+

6 -6.70 -6.70 Laterite for eetment 300mm 138.00 ?g. Eo.13, l.7 *oads+

7 10- 30 10- 30 edd stone aboe 450mm to 600mm 188 00 ?g Eo 13 l 5 *oads+

;art)%raeland


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7 10-.30 10-.30 edd stone aboe 450mm to 600mm 188.00 ?g. Eo.13, l.5 *oads+

8 121.-0 121.-045.00

- 134.50 134.50 150 mm soling stone #$% metal -5.00 ?g. Eo.18, l.7- *oads+

10 147.10 147.10 40 to 45 mm IC ! Mo"# #$% MC metal 588.00 ?g. Eo.16, l.51 *oads+

11 15-.70 15-.7025 to 27 mm IC ! Mo"# #$% MC metal -44.00 ?g. Eo.16, l.50 *oads+

12 172.30 172.301- to 22 mm IC ! Mo"# #$% MC metal -84.00 ?g. Eo.16, l.4- *oads+

13 184.-0 184.-012 to 14 mm IC ! Mo"# #$% MC metal 780.00 ?g. Eo.16, l.48 *oads+

14 1-7.50 1-7.50 -.5 to 11.20 mm IC ! Mo"# #$% MC metal 656.00 ?g. Eo.16, l.47 *oads+

15 210.10 210.10 5 to 7 mm IC ! Mo"# #$% MC metal 504.00 ?g. Eo.16, l.46 *oads+

16 222.70 222.70 2.36 to 5 mm IC ! Mo"# #$% MC metal 308.00 ?g. Eo.16, l.45 *oads+

17 235.30 235.30 #$% tone &)is 2.36mm and belo/ 340.00 ?g. Eo.18, l.-2 *oads+

18 247.-0 247.-0 %rael 103.00 ?g. Eo.18, l.-0 *oads+

1- 260.50 260.50 40 mm 5 m& #$% metal*;(&luding $lasting ! 620.00 ?g. Eo.15, l.30 *oads+

20 273.10 273.1025 mm 5 m& #$% metal GG --4.00 ?g. Eo.15, l.2- *oads+

21 285.70 285.7020 mm 5 m& #$% metal GG 1036.00 ?g. Eo.15, l.28 *oads+

22 2-8.30 2-8.3012 mm 5 m& #$% metal GG 822.00 ?g. Eo.15, l.27 *oads+

23 310.-0 310.-0 10 mm 5 m& #$% metal GG 6-2.00 ?g. Eo.14, l.26 *oads+

24 323.50 323.50 6 mm 5 m& #$% metal GG 532.00 ?g. Eo.14, l.25 *oads+

25 336.10 336.10 and for Con&rete 462.00 ?g. Eo.1-, l.-4 *oads+


153/155

34 441.10 441.10 $lasting &)arges for roug) stone ((35 451.60 451.60 Seigniorage charges

36 462.10 462.10 Metal 50.00

37 472.60 472.60 %raeleart) 22.00 =s er t)e %.>.s

38 483.10 483.10 and 40.00

3- 4-3.60 4-3.60 Lao!r Rates

40 504.10 504.10 Mate 345.00 ?g. Eo.10, l.71 *oads+

41 514.60 514.60 Madoor s'illed *385 ( 309 : 345 ( 709+ 357.00

42 525.10 525.10 Madoor uns'illed 2-5.00 ?g. Eo.10, l.73 *oads+

43 535.60 535.60 Machiner" Rates

44 546.10 546.10 oer 80 #? for sreading @ 200 &um er )our 2575.60 ?g. Eo.25, l.1 *oads+

45 556.60 556.60 Motor grader 3.35M $lade @50 &um#r 3216.00 ?g. Eo.25, l.3 *oads+

46 567.10 567.10 #drali& e(&aator 2848.50 ?g. Eo.25, l.4 *oads+

47 577.60 577.60 ront end loader 1 &um &aa&it 1646.00 ?g. Eo.25, l.5 *oads+

48 588 10 588 10 "ier 5 &um -22 00 ?g Eo 25 l 6 *oads+


154/155

48 588.10 588.10 "ier 5 &um -22.00 ?g. Eo.25, l.6 *oads+

4- 5-8.60 5-8.60 Aibrator roller 8" 2678.30 ?g. Eo.25, l.7 *oads+

50 60-.10 60-.10 smoot) /)eeled roller 8 "on 1146.70 ?g. Eo.25, l.8 *oads+

51 61-.60 61-.60 Bater tan'er 6 L 624.00 ?g. Eo.25, l.10 *oads+

52 630.10 630.10 "ra&tor 415.00 ?g. Eo.25, l.11 *oads+

53 640.60 640.60 "ra&tor /it) otaator 422.00 ?g. Eo.25, l.12 *oads+

54 651.10 651.10 Tractor with ripper attachment @ 60 cum per hour 422.00 ?g. Eo.25, l.13 *oads+

55 661.60 661.60 =ir &omressor 250 &fm 507.50 ?g. Eo.25, l.14 *oads+56 672.10 672.10 Bet mi( lant of 60 tonne )r. &aa&it 1646.00 ?g. Eo.26, l.15 *oads+

57 682.60 682.60 Me&)ani&al broom @ 1250 sDm)r. 357.00 ?g. Eo.26, l.16 *oads+

58 6-3.10 6-3.10 $itumen ressure distributor @1750 sDm)r 14-8.00 ?g. Eo.26, l.17 *oads+

5- 703.60 703.60 ;mulsion ressure distributor @1750 sDm)r 860.00 ?g. Eo.26, l.18 *oads+

60 714.10 714.10 #ot mi( lant 40 to 60 "?# 1-120.00 ?g. Eo.26, l.22 *oads+

61 724.60 724.60 Me&)ani&al ?aer finis)er 100 "?# 224-.00 ?g. Eo.26, l.24 *oads+

62 735.10 735.10 Hydraulic self

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