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Aluminium sheetin fi"e! ith encapsulate! lens type reflectie sheetin inclu!in 2F toar!s letterin cost of anle iron cost of!rillin holes nuts olts etc3an! sins as applicale
Bearin #6lastomeric earin assemly consistin of 7 internal layers of elastomer on!e! to , nos3 internal reinforcin steellaminates y the process of ulcanisation$
Bearin #Pot type earin assemly consistin of a metal piston supporte! y a !isc P9.6 pa!s proi!in sli!in surfaces aainststainless steel matin toether ith cast steel assemlies/faricate! structural steel assemlies !uly painte! ith all components
M-121 =ute nettin open eae 235 cm s*uare openin for see!in an! Mulchin s*m 28.71
M-122 4(> for steam curin litre #VALUE!
M-12% M3+3 Clamps nos 24.33
M-12' M3+3 Clamps ) 66.31
M-125 M3+3shoes %5 per pile of 15 m ) 42.08
M-12, Mil! +teel ars tonne 48690.69
M-127 metre 21404.46
6lastomeric sla seal e"pansion oint assemly manufacture! y usin chloroprene elastomer for elastomeric sla unitconformin to clause 1531 of :;CE % #part ::$
Mo!ular strip/o" seal e"pansion oint inclu!in anchorae caterin to a horiontal moement eyon! 70 mm an! upto 1'0mmassemly comprisin of e!e eams central eam2 mo!ules chloroprene seal anchorae elements support an! control systemall steel sections protecte! aainst corrosion an! installe! y the manufacturer or his authorise! representatie
M-1,7 +lu!e / .arm yar! manure 031 cum per 100 s*m at site of or) for turfin cum 528.65
M-1, +o!ium apour lamp each 679.79
M-1, +*uare ;ule Course! +tone cum 360.24
M-170 +teel circular hollo pole of stan!ar! specification for street lihtin to mount liht at 5 m heiht aoe !ec) leel each #VALUE!
Mo!ular strip/o" seal e"pansion oint caterin to a horiontal moement eyon! 1'0mm an! upto 210mm o"/o" seal ointassemly containin % mo!ules/cells an! comprisin of e!e eams to central eams chloroprene seal anchorae elementssupport an! control system all steel sections protecte! aainst corrosion an! installe! y the manufacturer or his authorise!representatie
Preforme! continuous chloroprene elastomer or close! cell foam sealin element ith hih tear strenth ulcanise! in a sinleoperation for the full lenth of a oint to ensure ater tihtness3
;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 #Glass reinforce! polymer/fire reinforce! polymer/polymericstrips$
9ipper 535 cum capacity our 203000 7%300 17',0300 P&M-0'
d) "#ereads $ 0.1 on %a&!&c) 55'7%3'1
e) Contractors profit $ 0.1 on %a&!&c&d) ,1020375
Cost for ,00 cum K a@@c@!@e ,712232,
Rate per cum ' %a&!&c&d&e);0.<(800 1082.=>
say 1063.00
Note
1.= Crusin+ of stone a++re+ates 20 mm nomina* si:e
+upply of *uarrie! stone han! rea)in into coarseareate ,% mm nominal sie #passin 0 mm an! retaine!on 50 mm siee$ an! stac)in as !irecte!
Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areates
of 1% mm nominal sie3
:nterate! stone crusher of 200 9P inclu!in eltconeyor an! iratin screens
13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 1%32 mm3
23 5F of aoe cost ill e attriute! to the pro!uction of,00 cum of stone chips of 1%32 mm sie an! alance 5F tothe pro!uction of stone !ust hich comes out as a y-pro!uct3
%3 9he interate! stone crusher inclu!es primary an!secon!ary crushin units3
9ipper 535 cum capacity our 203000 7%300 17',0300 P&M-0'
d) "#ereads $ 0.1 on %a&!&c) 55'7%3'1
e) Contractors profit $ 0.1 on %a&!&c&d) ,1020375
Cost for 750 cum K #a@@c@!@e$"035 5705''30%
Rate per cum ' %a&!&c&d&e)0.>(=0 =80.=9
say 761.00
Note
Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areatesof 20 mm nominal sie3
:nterate! stone crusher of 200 9P inclu!in eltconeyor an! iratin screens
13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 20 an! '0 mm3
23 0F of aoe cost ill e attriute! to the pro!uction of,70 cum of stone areates of 20mm sie an! alance10F ill e for smaller sie areates an! stone !ust
hich comes out as a y-pro!uct3
%3 9he interate! stone crusher inclu!es primary an!secon!ary crushin units3
Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areatesof '0 mm nominal sie3
:nterate! stone crusher of 200 9P inclu!in eltconeyor an! iratin screens
13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 1%32 mm3
23 5F of aoe cost ill e attriute! to the pro!uction of750 cum of stone areates of '0mm sie an! alance15F ill e for smaller sie areates an! stone !ust
;esi!ual Bin!er 11 F of mi" 0 " 232 " 0311 tonne 13%,0 '5'3, 7,5532% M-077
cum 102300 20%375 207325 M-005
.iller 2 F of total mi" K 0 " 232 " 0302 tonne %3520 ''273%1 155'312 M-1
Cost of ater 4 123000 1,7307 200'32 M-1
d) "#ereads $ 0.1 on %a&!&c) 5,713%5
e) Contractors profit $ 0.1 on %a&!&c&d) 1052%3'
Cost for 1,000 s*mK a@@c@!@e 1157,2%32
Rate per sqm ' %a&!&c&d&e)(18000 723%5
say 7#.00
Case 9 mm tic3ness
Unit = s$m
Taking output = #0000 s$m %60 cum&
a) a!our
Mate !ay 03200 15307 %7301 4-12
Ma!oor !ay 53000 177307 53%5 4-1%!) Macinery
Mechanical room hour ,3000 ',5300 270300 P&M-0%1
13<here the propose! areate fails to pass the strippintest an approe! a!hesion aent may e a!!e! to thein!er as per clause 510323'3 Alternatiely chips may epre-coate! as per clause 5103235
23:nput for the secon! coat here re*uire! ill e thesame as per the :st coat mentione! aoe
Proi!in an!layin slurry seal consistin of a mi"ture of fineareates portlan! cement filler ituminous emulsionan! ater on a roa! surface inclu!in cleanin of surfacemi"in of slurry seal in a suitale moile plant layin an!compactin to proi!e een ri!in surface
Taking density o' #.# tonnes pe cum( )eig!t o' mi* =
#64 tonnes
9ipper 535 cum capacity for carriae of areate from
stoc)pile on roa! si!e to slurry e*uipmentitumenemulsion an! filler3
9ransit Mi"er ' cum capacity lea! eyon!1 m 4 - lea! in ilometer
!$ .ormor) %F on cost of concrete i3e3cost of materiallaour an! machinery
<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers 03'F of eiht ofcement may e a!!e! for achiein !esire! slump ofconcrete3
1200F 100G 1=00
*ain(Reinforced cement concreteF in ,e** foundationcomp*ete as per dra,in+ and tecnica* specification
9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 15300 5'355 121325
4ea! eyon! 1 m 4 - lea! in ilometer 9-m %004 '3%2 12,300 4K 1
Concrete Pump hour ,300 2%'3%, 1'0,31,
.ormor) %F of #a@@c$ 1%20,312
d) "#ereads $ 0.2 on %a&!&c) 11%%523'
e) Contractors profit $ 0.1 on %a&!&c&d) 5,,7,325
cost of 120 cum K a@@c@!@e ,2%'%372
Rate per cum %a&!&c&d&e)(120 5153%2
ay 51"5.00
Note
9.19 90- /ca#ation for Structures
) "rdinary soi*
Unit = cum
Taking output = 10 cum
7 Manua* Means
%i) Dept upto 9 m
a) a!our
Mate !ay 03%20 15307 5322 4-12
Ma!oor !ay 3000 177307 1'1,35, 4-1%
!) "#ereads $ 0.1 on %a) 1'735
c) Contractors profit $ 0.1 on %a&!) 1,23%'
Cost for 10 cum K a@@c 175370
Rate per cum ' %a&!&c)(10 17357
say 17".00
Note
6 Mecanica* Means
%i) Dept upto 9 m
Unit = cum
Taking output = 300 cum
a) a!our
Mate !ay 03%2 15 5322
Ma!oor !ay 300 177 1'1,35,
!) Macinery
y!raulic e"caator 130 cum uc)et capacity hour ,300 151, 0732
c) "#ereads $ 0.1 on %a&!) 10573%7
d) Contractors profit $ 0.1 on %a&!&c) 11,%311
Cost for %00 cum K a@@c@! 127'31
Rate per cum ' %a&!&c&d)(900 '23,5
say 43.00Note
<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers 03'F of eiht ofcement may e a!!e! for achiein !esire! slump ofconcrete3
6arth or) in e"caation of foun!ation of structures as per
!rain an! technical specification inclu!in settin out
construction of shorin an! racin remoal of stumps an!
other !eleterious matter !ressin of si!es an! ottom
ac)fillin the e"caation earth to the e"tent re*uire! an!utilisin the remanin earth locally for roa! or)3
Cost of !eaterin may e a!!e! here re*uire! upto 10 Fof laour cost Assessment for !eaterin shall e ma!e asper site con!itions33
Cost of !eaterin upto 5F of #a@$ may e a!!e! herere*uire!3 Assessment for !eaterin shall e ma!e as persite con!itions33
+( ars inclu!in 5F for laps an! astae M9 1305 ',0530% '%,13
Bin!in ire 300 ,2352 50031,
Mate !ay 03'' 15307 13'%
Blac)smith !ay %300 2%'32 70237
Ma!oor !ay 300 177307 1'1,35,
+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 108-.00
13<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers conformin :+E 10% 03'F of eiht of cement may e a!!e! for achiein!esire! slump of concrete3
23 Cement proi!e! for arious components of the superstructure is for estimatin purpose only3 Actual *uantity ofcement ill e as per approe! mi" !esin3 +imilarly theproision for coarse an! fine areates is for estimatin
purpose an! the e"act *uantity shall e as per the mi"!esin3
%3 9he items li)e nee!le an! surface irators are part ofminor 9 & P hich is alrea!y coere! un!er the oerhea!chares3 As such these items hae not een a!!e!seperately in the rate analysis3
7) Supp*yin+ Ffittin+ and p*acin+ ISD !arreinforcement in super?structure comp*ete as per
dra,in+ and tecnica* specifications
!) a!our for cuttin en!in tyin an! placin in position
Loa n! an un oa n! o &tone ou er / &tone a!!re!ate& / &an /kanker /Aarth/ IooruI. :-la<%n! t%pper at loa#%n! po%nt, loa#%n! w%th fronten# loa#er, #uIp%n!, turn%n! for return tr%p, ex<lu#%n! t%Ie for haula!e an#return tr% =
A G%&Iantl%n! &tone p%t<h%n!/ #r) &tone &pall&. <uI 116.00
CteIo.
?utt%n! of Tree&, %n<lu#%n! ?utt%n! of Trunk&, ran<he& an# 9eIoval :?utt%n! oftree&, %n<lu#%n! <utt%n! of trunk&, Kran<he& an# reIoval of &tuIp&, root&, &ta<k%n!of &erv%<eaKle Iater%al w%th all l%ft& an# up to a lea# of 0333 Itr& an# earth Oll%n! %nthe #epre&&%on/p%t.=
ear n! an ru n! oa an . ear n! an !ru n! roa an n< u n!uproot%n! rank ve!etat%on, !ra&&, Ku&he&, &hruK&, &apl%n!& an# tree& !%rth up to 233II, reIoval of &tuIp& of tree& <ut earl%er an# #%&po&al of un&erv%<eaKle Iater%al&an# &ta<k%n! of &erv%<eaKle Iater%al to Ke u&e# or au<t%one# up to a lea# of 0333Ietre& %n<lu#%n! reIoval an# #%&po&al of top or!an%< &o%l not ex<ee#%n! 013 II %nth%<kne&&.=
G%&Iantl%n! of Ftru<ture& :G%&Iantl%n! of ex%&t%n! &tru<ture& l%ke <ulvert&, Kr%#!e&,reta%n%n! wall& an# other &tru<ture <oIpr%&%n! of Ia&onr), <eIent <on<rete, woo#work, &teel work, %n<lu#%n! T- an# &<aPol#%n! wherever ne<e&&ar), &ort%n! the#%&Iantle# Iater%al, #%&po&al of un&erv%<eaKle Iater%al an# &ta<k%n! the &erv%<eaKleIater%al w%th all l%ft& an# lea# of 0333 Ietre&=
Roo# work wrou!ht fraIe# an# Oxe# %n fraIe& of tru&&e& upto a he%!ht of 1 IaKove pl%nth level
Fteel work %n all t)pe& of &e<t%on& upto a he%!ht of 1 I aKove pl%nth level ex<lu#%n!<utt%n! of r%vet.
0333nuIKer&
0333nuIKer&
9eIov%n! all t)pe of huIe p%pe& an# &ta<k%n! w%th%n a lea# of 0333 Ietre&%n<lu#%n! earthwork an# #%&Iantl%n! of Ia&onr) work&.
G%&Iantl%n! of lex%Kle -aveIent& :G%&Iantl%n! of Sex%Kle paveIent& an# #%&po&alof #%&Iantle# Iater%al& up to a lea# of 0333 Ietre&, &ta<k%n! &erv%<eaKle an#un&erv%<eaKle Iater%al& &eparatel)=
&Ian n! o eIen on<re e aveIen &Ian n! o <eIen <on<re epaveIent K) Ie<han%<al Iean& u&%n! pneuIat%< tool&, Kreak%n! to p%e<e& notex<ee#%n! 3.36 <uI %n voluIe an# &to<k p%l%n! at #e&%!nate# lo<at%on& an# #%&po&alof #%&Iantle# Iater%al& up to a lea# of 0333 Ietre&, &ta<k%n! &erv%<eaKle an#
un&erv%<eaKle Iater%al& &e aratel =G%&Iantl%n! Duar# 9a%l& :G%&Iantl%n! !uar# ra%l& K) Ianual Iean& an# #%&po&al of#%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre&, &ta<k%n!&erv%<eaKle Iater%al& an# un&erv%<eaKle Iater%al& &eparatel).=
G%&Iantl%n! erK Ftone :G%&Iantl%n! kerK &tone K) Ianual Iean& an# #%&po&al of#%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre=
G%&Iantl%n! erK Ftone <hannel :G%&Iantl%n! kerK &tone <hannel K) Ianual Iean&an# #%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre=
G%&Iantl%n! %loIetre Ftone :G%&Iantl%n! of k%loIetre &tone %n<lu#%n! <utt%n! ofearth, foun#at%on an# #%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# lea# upto0333 I an# Ka<k Oll%n! of p%t.=
G%&Iantl%n! of en<%n! :G%&Iantl%n! of KarKe# w%re fen<%n!/ w%re Ie&h fen<%n!%n<lu#%n! po&t&, foun#at%on <on<rete, Ka<k Oll%n! of p%t K) Ianual Iean& %n<lu#%n!#%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre&,&ta<k%n! &erv%<eaKle Iater%al an# un&erv%<eaKle Iater%al &eparatel). =
G%&Iantl%n! of ?C Rater -%pe L%ne :G%&Iantl%n! of ?C water p%pe l%ne 733 II #%a%n<lu#%n! #%&po&al w%th all l%ft& an# lea# upto 0333 Ietre& an# &ta<k%n! of&erv%<eaKle Iater%al an# un&erv%<eaKle Iater%al &eparatel) un#er &uperv%&%on of<on<erne# #epartIent=
9eIoval of ?eIent ?on<rete -%pe of Fewer Dutter :9eIoval of <eIent <on<retep%pe of &ewer !utter 0133 II #%a un#er the &uperv%&%on of <on<erne# #epartIent%n<lu#%n! #%&po&al w%th all l%ft& an# up to a lea# of 0333 Ietre& an# &ta<k%n! of&erv%<eaKle an# un&erv%<eaKle Iater%al &eparatel) Kut ex<lu#%n! earth ex<avat%onan# #%&Iantl%n! of Ia&onr) work&.=
9eIoval of Telephone / Ale<tr%< -ole& an# L%ne& :9eIoval of telephone / Ale<tr%<pole& %n<lu#%n! ex<avat%on an# #%&Iantl%n! of foun#at%on <on<rete an# l%ne& un#erthe &uperv%&%on of <on<erne# #epartIent, #%&po&al w%th all l%ft& an# up to a lea# of0333 Ietre& an# &ta<k%n! the &erv%<eaKle an# un&erv%<eaKle Iater%al &eparatel)=
#ii$ :nclu!in ;oyalty ;s3 2'30 per cum cost of aterin rollin & compaction <uI 205.00
ote
<uI 108.00
2.6 :%=
<uI 232.00
:%%=
<uI 251.00
ote
<uI 154.00
2.2
<uI 129.00
2.8
<uI 217.00
2.1
<uI 269.00
2.7
:%=<uI 103.00
:%%=:nclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction3 <uI 118.00
2.5
:%=<uI 120.00
:%%=:nclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction3 <uI 139.00
2.
@ Me<han%&e# <uI 497.00 Manual Metho# <uI 720.00
CteIo.
Ax<avat%on %n Fo%l K) Manual Mean&. :Ax<avat%on for roa#wa) %n &o%l u&%n! IanualIean& %n<lu#%n! loa#%n! %n tru<k for <arr)%n! of <ut earth to eIKankIent &%te w%thall l%ft& an# lea# upto0333 Ietre&.=
:nclu!in ;oyalty ;s3 2'30 per cum ut e"clu!in the cost of aterin rollin &
compaction
Cn <a&e there %& a &%tuat%on where the <ro&&B&e<t%on %& of <ut an# Oll an# <ut earth %&requ%re# to Ke u&e# %n eIKankIent %n the %IIe#%ate v%<%n%t), the %teI of <arr%a!e %nthe tru<k &hall Ke oI%tte#. %n<lun#%n! 9o)alt) 9&. 68.33 per <uI.
Ax<avat%on %n or#%nar) ro<k K) Ianual Iean& :Ax<avat%on %n or#%nar) ro<k u&%n!Ianual Iean& %n<lu#%n! loa#%n! %n a tru<k an# <arr)%n! of ex<avate# Iater%al toeIKankIent &%te w%th %n all l%ft& an# lea#& upto 0333 Ietre& = %n<lu#%n! 9o)alt) 9&. 68.33 per <uI Kut ex<lu#%n! <o&t of water%n! , roll%n! <oIpa<t%on
6"caation in or!inary roc) usin manual means inclu!in loa!in in a truc) an!carryin of e"caate! material to eman)ment site ith in all lifts an! lea!s upto 1000
metres inclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction
:n case there is a situation here the cross-section is of cut an! fill an! cut earth isre*uire! to e use! in eman)ment in the imme!iate icinity the item of carriae in thetruc) shall e omitte! - inclun!in ;oyalty ;s3 2'300 per cum3Ax<avat%on %n Fo%l w%th Go"er w%th lea# upto 033 Ietre& :Ax<avat%on for roa# wa) %n&o%l K) Ie<han%<al Iean& %n<lu#%n! <utt%n! an# pu&h%n! the earth to &%te ofeIKankIent upto a #%&tan<e of 033 Ietre& :avera!e lea#13 Ietre&=, %n<lu#%n!tr%II%n! KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e&an# <ro&& &e<t%on&.=Ax<avat%on %n Er#%nar) 9o<k w%th Go"er w%th lea# upto 033 Ietre& :Ax<avat%on forroa#wa) %n or#%nar) ro<k K) #eplo)%n! a #o"er, 3 H- %n<lu#%n! <utt%n! an# pu&h%n!the <ut earth to &%te of eIKankIent upto a #%&tan<e of 033 Ietre& : avera!e lea#13 Ietre& =, tr%II%n! KottoI an# &%#e &lope& %n a<<or#an<e w%th the requ%reIent&
of l%ne&, !ra#e& an# <ro&& &e<t%on&.=Ax<avat%on %n Har 9o< requ%r%n! a&t%n! w%t %&po&a upto 0333 Ietre&:Ax<avat%on for roa#wa) %n har# ro<k :requ%r%n! Kla&t%n!= K) #r%ll%n!, Kla&t%n! an#Kreak%n!, tr%II%n! of KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& ofl%ne&, !ra#e& an# <ro&& &e<t%on&, loa#%n! an# #%&po&al of <ut roa# w%th %n all l%ft& an#lea#& upto 0333 Ietre& =
:nclu!in ;oyalty ;s3 2'300 per cum ut e"clu!in the cost of aterin rollin &compaction3
eIova o n&erv <ea e o w &po&a up o Ie re& eIova oun&erv%<eaKle &o%l %n<lu#%n! ex<avat%on, loa#%n! an# #%&po&al upto 0333 Ietre& lea#Kut ex<lu#%n! repla<eIent K) &u%taKle &o%l wh%<h &hall Ke pa%# &eparatel) a& per<lau&e 231.reB&p n! o o< x<ava on ope& arr) n! ou ex<ava on n ar ro< o
a<h%eve a &pe<%Oe# &lope of the ro<k fa<e K) <ontrolle# u&e of explo&%ve& an#Kla&t%n! a<<e&&or%e& %n properl) al%!ne# an# &pa<e# #r%ll hole&, <olle<t%on of theex<avate# ro<k K) a 3 H- #o"er, loa#%n! %n t%pper K) a front en# loa#er an##%&po&%n! of the Iater%al w%th all l%ft& an# lea# upto 0333 I, all a& &pe<%Oe# %n<lau&e o. 232=Ax<avat%on for Ftru<ture& :Aarth work %n ex<avat%on of foun#at%on of &tru<ture& a&per #raw%n! an# te<hn%<al &pe<%O<at%on, %n<lu#%n! &ett%n! out, <on&tru<t%on of&hor%n! an# Kra<%n!, reIoval of &tuIp& an# other #eleter%ou& Iatter, #re&&%n! of&%#e& an# KottoI, Ka<kOll%n! the ex<avat%on earth to the extent requ%re# an#ut%l%&%n! the reIa%n%n! earth lo<all) for roa# work.=
F<ar%f)%n! Ax%&t%n! Dranular Furfa<e to a Gepth of 13 II K) Manual Mean&:F<ar%f)%n! the ex%&t%n! !ranular roa# &urfa<e to a #epth of 13 II an# #%&po&al of&<ar%Oe# Iater%al w%th%n all l%ft& an# lea#& upto 0333 Ietre&. =
F<ar%f)%n! ex%&t%n! K%tuI%nou& &urfa<e to a #epth of 13 II K) Ie<han%<al Iean&:F<ar%f)%n! the ex%&t%n! K%tuI%nou& roa# &urfa<e to a #epth of 13 II an# #%&po&al of&<ar%Oe# Iater%al w%th %n all l%ft& an# lea# upto 0333 Ietre&.=
AIKankIent ?on&tru<t%on w%th Mater%al EKta%ne# froI orrow -%t& :?on&tru<t%on ofeIKankIent w%th approve# Iater%al oKta%ne# froI Korrow p%t& w%th all l%ft& an#lea#&, tran&port%n! to &%te, &prea#%n!, !ra#%n! to requ%re# &lope an# <oIpa<t%n! toIeet requ%reIent of taKle 233B6=
?on&tru<t%on of AIKankIent w%th Mater%al Gepo&%te# froI 9oa#wa) ?utt%n!:?on&tru<t%on of eIKankIent w%th approve# Iater%al& #epo&%te# at &%te froIroa#wa) <utt%n! an# ex<avat%on froI #ra%n an# foun#at%on of other &tru<ture&!ra#e# an# <oIpa<te# to Ieet requ%reIent of taKle 233B6=
?on&tru<t%on of FuK!ra#e an# Aarthen Fhoul#er& :?on&tru<t%on of &uK!ra#e an#earthen &houl#er& w%th approve# Iater%al oKta%ne# froI Korrow p%t& w%th all l%ft& lea#&, tran&port%n! to &%te, &prea#%n!, !ra#%n! to requ%re# &lope an# <oIpa<te# toIeet requ%reIent of taKle o. 233B6=
?oIpa<t%n! or%!%nal !roun# &upport%n! &uK!ra#e :Loo&en%n! of the !roun# upto alevel of133 II Kelow the &uK!ra#e level, watere#, !ra#e# an# <oIpa<te# %n la)er&to Ieet requ%reIent of taKle 233B6 for &uK!ra#e <on&tru<t%on.=
r pp n! an or n! op o r pp n!, & or n! o op &o ) roa & e a I%nternal an# reBappl%<at%on on eIKankIent &lope&, <ut &lope& an# other area& %nlo<al%t%e& where the ava%laKle eIKankIent Iater%al %& not <on#u<%ve to plantrowth=r pp n!, & or n! an reBa) n! op &o roI orrow area& n a!r<u ure e &.
:Ftr%pp%n! of top &o%l froI Korrow area& lo<ate# %n a!r%<ulture Oel#&, &tor%n! at a&u%taKle pla<e, &prea#%n! an# reBla)%n! after tak%n! the Korrow earth to Ia%nta%nfert%l%t) of the a!r%<ultural Oel#, On%&h%n! %t to the requ%re# level& an# &at%&fa<t%on ofthe farIer.=ur n! w o & urn & n! an a) n! o e ve &o & o perenn a ur orI n !
!ra&& on eIKankIent &lope, ver!e& or other lo<at%on& &hown on the #raw%n! or a&#%re<te# K) the en!%neer %n<lu#%n! preparat%on of !roun#, fet<h%n! of ro#& an#water%n =Fee#%n! an# Mul<h%n! :-reparat%on of &ee# Ke# on prev%ou&l) la%# top &o%l, furn%&h%n!an# pla<%n! of &ee#&, fert%l%"er, Iul<h%n! Iater%al, appl)%n! K%tuI%nou& eIul&%on atthe rate of3.62 l%tre& per &qI an# la)%n! an# Ox%n! jute nett%n!, %n<lu#%n! water%n!for 2 Ionth& all a& per <lau&e 23=
Furfa<e Gra%n& %n Fo%l :?on&tru<t%on of unl%ne# &urfa<e #ra%n& of avera!e <ro&&&e<t%onal area 3.83 &qI %n &o%l to &pe<%Oe# l%ne&, !ra#e&, level& an# #%Ien&%on& tothe requ%reIent of <lau&e 230 an# 234. Ax<avate# Iater%al to Ke u&e# %neIKankIent w%th%n a lea# of13 Ietre& :avera!e lea# 61 Ietre&==
Furfa<e Gra%n& %n Er#%nar) 9o<k :?on&tru<t%on of unl%ne# &urfa<e #ra%n of avera!e<ro&& &e<t%onal area 3.8 &qI %n or#%nar) ro<k to &pe<%Oe# l%ne&, !ra#e&, level& an##%Ien&%on& a& per approve# #e&%!n an# to the requ%reIent of <lau&e 230 to 234.Ax<avate# Iater%al to Ke u&e# %n eIKankIent at &%te.=
Furfa<e Gra%n& %n Har# 9o<k :9ate per Ietre Ia) Ke worke# out Ka&e# on quant%t)
of har# ro<k a& per #e&%!n.=FuK Furfa<e Gra%n& w%th -erforate# -%pe :?on&tru<t%on of &uK&urfa<e #ra%n w%thperforate# p%pe of 033 II %nternal #%aIeter of Ietal/ a&Ke&to& <eIent/ <eIent<on<rete/-Q?, <lo&el) jo%nte#, perforat%on& ran!%n! froI 2 II to 7 II #epen#%n!upon &%"e of Iater%al &urroun#%n! the p%pe, w%th 013 II Ke##%n! Kelow the p%pean# 233 II <u&h%on aKove the p%pe, <ro&& &e<t%on of ex<avat%on 813 x 113 II.Ax<avate# Iater%al to Ke ut%l%&e# %n roa#wa) at &%te =
@!!re!ate FuKB Furfa<e Gra%n& :?on&tru<t%on of a!!re!ate &uK &urfa<e #ra%n 233II x 813 II w%th a!!re!ate& <onforI%n! to taKle 233B8, ex<avate# Iater%al to Keut%l%&e# %n roa#wa) =
n#er!roun# Gra%n at A#!e of -aveIent :?on&tru<t%on of an un#er!roun# #ra%n 0 Ix 0 I :%n&%#e #%Ien&%on&= l%ne# w%th 9??B63 <I th%<k an# <overe# w%th 9?? &laK03<I %n th%<kne&& on urKan roa#&=
-reparat%on an# Furfa<e TreatIent of forIat%on. :-reparat%on an# &urfa<e treatIent
of forIat%on K) reIov%n! Iu# an# &lurr), water%n! to the extent nee#e# to Ia%nta%nthe #e&%re# Io%&ture <ontent, tr%II%n! to the requ%re# l%ne, !ra#e, proOle an# roll%n!w%th B03 tonne &Iooth wheele# roller, <oIplete a& per <lau&e 203.=
on& ru< on o o< I an Ien on& ru< on o ro< eI an Ien wKroken har# ro<k fra!Ient& of &%"e not ex<ee#%n! 233 II la%# %n la)er& notex<ee#%n! 133 II th%<k %n<lu#%n! Oll%n! of &urfa<e vo%#& w%th &tone &pall&, Kl%n#%n!top la)er w%th !ranular Iater%al, rolle# w%th v%Krator) roa# roller, all <oIplete a& per<lau&e 202=Ax<avat%on %n H%ll @rea %n Fo%l K) Me<han%<al Mean& :Ax<avat%on %n &o%l %n h%ll) areaK) Ie<han%<al Iean& %n<lu#%n! <utt%n! an# tr%II%n! of &%#e &lope& an# #%&po&%n! ofex<avate# earth w%th all l%ft& an# lea# upto 0333 Ietre&=
Ax<avat%on %n H%ll) @rea %n Er#%nar) 9o<k K) Me<han%<al Mean& not 9equ%r%n!la&t%n!. :Ax<avat%on %n h%ll) area %n or#%nar) ro<k not requ%r%n! Kalla&t%n! K)Ie<han%<al Iean& %n<lu#%n! <utt%n! an# tr%II%n! of &lope& an# #%&po&al of <utIater%al w%th all l%ft an# lea# upto 0333 Ietre& =
AI an Ient ?on&tru<t%on w%t ) a& /-on a& ava% a e roI <oa or %!n%teKurn%n! TherIal -lant& a& wa&te Iater%al. :?on&tru<t%on of eIKankIent w%th S) a&h<onforI%n! to taKle 0 of C9?N F-N 1 B 6330 oKta%ne# froI <oal or l%!n%te Kurn%n!therIal power &tat%on& a& wa&te Iater%al, &prea# an# <oIpa<te# %n la)er of 633IIth%<kne&& ea<h at EM?, all a& &pe<%Oe# %n C9?N F-N 1B6330 an# a& per approve#
-lant M%x Metho# :?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n! <lo&e!ra#e# Mater%al, I%x%n! %n a Ie<han%<al I%x plant at EM?, <arr%a!e ofI%xe# Mater%al to work &%te, &prea#%n! %n un%forI la)er& w%th Iotor !ra#er
on prepare# &urfa<e an# <oIpa<t%n! w%th v%Krator) power roller to a<h%evethe #e&%re# #en&%t), <oIplete a& per <lau&e 830 =
) M%x %n -la<e Metho# :?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n!<lo&e !ra#e# Iater%al, &prea#%n! %n un%forI la)er& w%th Iotor !ra#er onprepare# &urfa<e, I%x%n! K) I%x %n pla<e Ietho# w%th rotavator at EM?,an# <oIpa<t%n! w%th v%Krator) roller to a<h%eve the #e&%re# #en&%t),<oIplete a& per <lau&e 830=
Dranular FuKBa&e w%th ?oar&e Dra#e# Mater%al : TaKleNB 833B 6=:?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n! <oar&e !ra#e# Iater%al,&prea#%n! %n un%forI la)er& w%th Iotor !ra#er on prepare# &urfa<e, I%x%n!K) I%x %n pla<e Ietho# w%th rotavator at EM?, an# <oIpa<t%n! w%thv%Krator) roller to a<h%eve the #e&%re# #en&%t), <oIplete a& per <lau&e 830=
L%Ie FtaK%l%&at%on for CIprov%n! FuK!ra#e :La)%n! an# &prea#%n! ava%laKle&o%l %n the &uK!ra#e on a prepare# &urfa<e, pulver%&%n!, I%x%n! the &prea#&o%l %n pla<e w%th rotavator w%th 2 &lake# l%Ie hav%n! I%n%IuI <ontent of53 of ?aE, !ra#%n! w%th Iotor !ra#er an# <oIpa<t%n! w%th the roa# rollerat EM? to the #e&%re# #en&%t) to forI a la)er of %Iprove# &uK !ra#e=
L%Ie Treate# Fo%l for FuKB a&e :-rov%#%n!, la)%n! an# &prea#%n! &o%l on aprepare# &uK !ra#e, pulver%&%n!, I%x%n! the &prea# &o%l %n pla<e w%throtavator w%th 2 &lake# l%Ie w%th I%n%IuI <ontent of 53 of ?aE,!ra#%n! w%th Iotor !ra#er an# <oIpa<t%n! w%th the roa# roller at EM? toa<h%eve at lea&t 4of the Iax #r) #en&%t) to forI a la)er of &uK Ka&e.=
?eIent Treate# Fo%l FuK a&e/ a&e :-rov%#%n!, la)%n! an# &prea#%n! &o%l ona prepare# &uK !ra#e, pulver%&%n!, a##%n! the #e&%!ne# quant%t) of <eIentto the &prea# &o%l, I%x%n! %n pla<e w%th rotavator, !ra#%n! w%th the Iotor!ra#er an# <oIpa<t%n! w%th the roa# roller at EM? to a<h%eve the #e&%re#un<onOne# <oIpre&&%ve &tren!th an# to forI a la)er of &uKBKa&e/Ka&e.=
?eIent Treate# ?ru&he# 9o<k or <oIK%nat%on a& per <lau&e 832.6 an# taKle833.8 %n FuK Ka&e/ a&e :-rov%#%n!, la)%n! an# &prea#%n! Mater%al on aprepare# &uK !ra#e, a##%n! the #e&%!ne# quant%t) of <eIent to the &prea#Mater%al, I%x%n! %n pla<e w%th rotavator, !ra#%n! w%th the Iotor !ra#er an#<oIpa<t%n! w%th the roa# roller at EM? to a<h%eve the #e&%re# un<onOne#<oIpre&&%ve &tren!th an# to forI a la)er of &uKBKa&e/Ka&e.=
a n! II x II urrow& a n! II x II urrow&, II#eep, 813 to the <enter l%ne of the roa# an# at one Ietre %nterval %n theex%&t%n! th%n K%tuI%nou& wear%n! <oar&e %n<lu#%n! &weep%n! an# #%&po&al ofex<avate# Iater%al w%th%n 0333 Ietre& lea#
nver e o e on& ru< on o nver e < o e ) prov n!, a) n!,&prea#%n! an# <oIpa<t%n! &<reen%n! t)pe/ <oar&e &an# of &pe<%Oe# !ra#e%n un%forI la)er on a prepare# &urfa<e w%th Iotor !ra#er an# <oIpa<t%n!w%th ower roller et<Rater oun# Ma<a#aI :-rov%#%n!, la)%n!, &prea#%n! an# <oIpa<t%n! &tonea!!re!ate& of &pe<%O< &%"e& to water Koun# Ia<a#aI &pe<%O<at%on %n<lu#%n!&prea#%n! %n un%forI th%<kne&&, han# pa<k%n!, roll%n! w%th v%Krator) roller B03tonne& / FIooth 2 wheele# Fteel 9oller %n &ta!e& to proper !ra#e an# <aIKer,appl)%n! an# KrooI%n! requ%&%te t)pe of &<reen%n!/ K%n#%n! Mater%al& to Oll up the%nter&t%<e& of <oar&e a!!re!ate, water%n! an# <oIpa<t%n! to the requ%re# #en&%t).=
?ru&he# ?eIent ?on<rete FuKBKa&e / a&e :reak%n! an# <ru&h%n! of Iater%aloKta%ne# K) Kreak%n! #aIa!e# <eIent <on<rete &laK& to &%"e ran!e not ex<ee#%n!51 II a& &pe<%Oe# %n taKle 833.5 tran&port%n! the a!!re!ate& oKta%ne# froI
Kreak%n! of <eIent <on<rete &laK& at a lea# of L kI., la)%n! an# <oIpa<t%n! the&aIe a& &uK Ka&e/ Ka&e <our&e, <on&tru<te# a& RM to <lau&e 838 ex<ept the u&e of&<reen%n! or K%n#%n! Mater%al.=
-enetrat%on ?oat Ever Top La)er of ?ru&he# ?eIent ?on<rete a&e :Fpra)%n! ofK%tuIen over <leane# #r) &urfa<e of <ru&he# <eIent <on<rete Ka&e at the rate of 61k! per 03 &qI K) a K%tuIen pre&&ure #%&tr%Kutor, &prea#%n! of ke) a!!re!ate& at therate of 3.02 <uI per 03 &qI K) a Ie<han%<al !r%tter an# roll%n! the &urfa<e a& per<lau&e 137.2.=
:%= for Dra#%n! C : 02 II noI%nal &%"e = <uI 9415.00
:%%= for Dra#%n!CC:03 II noI%nal &%"e= <uI 10057.00
1.5 @
:%= for Dra#%n! C : 02 II noI%nal &%"e = <uI 9547.00
:%%= for Dra#%n!CC:03 II noI%nal &%"e= <uI 10204.00
1.
:%= for Dra#%n!BC : 02 II noI%nal &%"e = <uI 10521.00
:%%= for Dra#%n!BCC:03 II noI%nal &%"e= <uI 10364.00
1.4
?a&e B0 04 II noI%nal <h%pp%n! &%"e &qI 98.00
?a&e B CC 02 II noI%nal &%"e <h%pp%n! &qI 79.00
FeI% B Gen&e %tuI%nou& ?on<rete :-rov%#%n! an# la)%n! &eI% #en&e K%tuI%nou&<on<rete w%th 033B063 T-H Kat<h t)pe HM- pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%thK%tuI%nou& K%n#er 8.1 to 1 of I%x an# Oller, tran&port%n! the hot I%x to work&%te, la)%n! w%th a h)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re#!ra#e, level an# al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eIroller& to a<h%eve the #e&%re# <oIpa<t%on a& per Mo9TH &pe<%O<at%on <lau&e o. 13<oIplete %n all re&pe<t&=
<on<rete w%th 033B063 T-H Kat<h t)pe HM- pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%thK%tuI%nou& K%n#er 8.1 to 1 of I%x an# Oller, tran&port%n! the hot I%x to work&%te, la)%n! w%th a h)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re#!ra#e, level an# al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eIroller& to a<h%eve the #e&%re# <oIpa<t%on a& per Mo9TH &pe<%O<at%on <lau&e o. 13<oIplete %n all re&pe<t&= w%th Mo#%Oe# Dra#e# %tuIen.
%tuI%nou& ?on<rete -rov% %n! an a)%n! %tuI%nou& <on<rete w%t 033B063 T-HKat<h t)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n!<ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to1.7 of I%x an# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th ah)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re# !ra#e, level an#al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eI roller& to a<h%eve the#e&%re# <oIpa<t%on a& per ME9TH &pe<%O<at%on <lau&e o. 134 <oIplete %n allre&pe<t&=
Furfa<e Gre&&%n! :-rov%#%n! an# la)%n! &urfa<e #re&&%n! a& wear%n! <our&e %n &%n!le<oat u&%n! <ru&he# &tone a!!re!ate& of &pe<%Oe# &%"e on a la)er of K%tuI%nou&K%n#er la%# on prepare# &urfa<e an# roll%n! w%th B03 tonne &Iooth wheele# &teelroller=
:%%= for Dra#%n!BCC:03 II noI%nal &%"e= 10514.001.
<uI 9847.00
:%%= for Dra#%n!BCC:03 II noI%nal &%"e= <uI 9689.00
Mo#%Oe# %n#er :Fuppl) of Io#%Oe# K%n#er pro#u<e# K) I%x%n! K%tuIenw%th Io#%Oer &u<h a& natural ruKKer or <ruIK ruKKer or an) other pol)Ierfoun# <oIpat%Kle w%th K%tuIen an# wh%<h allow& propert%e& !%ven %n <lau&e160.2 an# C9?N F-N 12 Klen#%n! of Io#%Oer w%th K%tuIen to Ke #one e%therat the reOner) or at the &%te plant <apaKle of pro#u<%n! the Io#%Oe# K%n#erto Ke #el%vere# %n #ruI& wh%<h &hall Ke a!%tate# %n Ielte# <on#%t%on u&%n!&u%taKle #ev%<e Kefore u&e to en&ure un%forI #%&per&%on.=
Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th le&& than 7 II :-rov%#%n!an# la)%n! of a &tre&& aK&orK%n! IeIKrane over a <ra<ke# roa# &urfa<e,
w%th <ra<k w%#th Kelow 7 II after <lean%n! w%th a Ie<han%<al KrooI, u&%n!Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at the rate of 4 k! per03 &qI an# &prea#%n! 1.7 II <ru&he# &tone a!!re!ate& 3.00 <uI per03 &qI w%th h)#raul%< <h%p &prea#er, &weep%n! the &urfa<e for un%forI&prea# of a!!re!ate& an# &urfa<e On%&he# to <onforI to <lau&e 436.=
Ftre&& @K&orK%n! MeIKrane :F@M= w%th <ra<k w%#th 7 II to 4 II:-rov%#%n! an# la)%n! of a &tre&& aK&orK%n! IeIKrane over a <ra<ke# roa#&urfa<e, w%th <ra<k w%#th 7 to 4 II after <lean%n! w%th a Ie<han%<alKrooI, u&%n! Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at therate of 00 k! per 03 &qI an# &prea#%n! 00.6 II <ru&he# &tone a!!re!ate& 3.06 <uI per 03 &qI, &weep%n! the &urfa<e for un%forI &prea# ofa!!re!ate& an# &urfa<e On%&he# to <onforI to <lau&e 436.=
area aKove 13 :-rov%#%n! an# la)%n! a &%n!le <oat of a &tre&& aK&orK%n!IeIKrane over a <ra<ke# roa# &urfa<e, w%th <ra<k w%#th aKove 4 II an#<ra<ke# area aKove 13 after <lean%n! w%th a Ie<han%<al KrooI, u&%n!Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at the rate of 01 k! per03 &qI an# &prea#%n! 00.6 II <ru&he# &tone a!!re!ate& 3.06 <uI per03 &qI, &weep%n! the &urfa<e for un%forI &prea# of a!!re!ate& an# &urfa<eOn%&he# to <onforI to <lau&e 436.=
?a&e B CQ N %tuIen CIpre!nate# Deotext%le :-rov%#%n! an# la)%n! a K%tuIen%Ipre!nate# !eotext%le la)er after <lean%n! the roa# &urfa<e, !eotext%le<onforI%n! to requ%reIent& of <lau&e 538.2, la%# over a ta<k <oat w%th 0.31k! per &qI of pav%n! !ra#e K%tuIen 3 B 033 penetrat%on an# <on&tru<te#to the requ%reIent of <lau&e 538.8.1=
9e<%pe ?ol# M%x :-rov%#%n! an# la)%n! of preI%x of <ru&he# &tonea!!re!ate& an# eIul&%on K%n#er, I%xe# %n a Kat<h t)pe <ol# I%x%n! plant,la%# over prepare# &urfa<e, K) paver On%&her, rolle# w%th a pneuIat%< t)re#roller %n%t%all) an# On%&he# w%th a &Iooth &teel wheel roller, all a& per <lau&e104.2=
%tuI%nou& ?on<rete :-rov%#%n! an# la)%n! K%tuI%nou& <on<rete w%th 033B063 T-H Kat<ht)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n! <ru&he#a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%xan# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th a h)#ro&tat%< paver On%&herw%th &en&or <ontrol to the requ%re# !ra#e, level an# al%!nIent, roll%n! w%th &Ioothwheele#, v%Krator) an# tan#eI roller& to a<h%eve the #e&%re# <oIpa<t%on a& per ME9TH&pe<%O<at%on <lau&e o. 134 <oIplete %n all re&pe<t&= w%th Mo#%fe# Dra#e# %tuIen.:%= for Dra#%n!BC : 02 II noI%nal &%"e =
%tuI%nou& ?on<rete :-rov%#%n! an# la)%n! K%tuI%nou& <on<rete w%th 033B063 T-H Kat<ht)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n! <ru&he#a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%xan# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th a h)#ro&tat%< paver On%&herw%th &en&or <ontrol to the requ%re# !ra#e, level an# al%!nIent, roll%n! w%th &Ioothwheele#, v%Krator) an# tan#eI roller& to a<h%eve the #e&%re# <oIpa<t%on a& per ME9TH&pe<%O<at%on <lau&e o. 134 <oIplete %n all re&pe<t&= w%th ulk QD23 %tuIen.:%= for Dra#%n!BC : 02 II noI%nal &%"e =
Gr) Lean ?eIent ?on<rete FuKB Ka&e :?on&tru<t%on of #r) lean <eIent<on<rete FuKB Ka&e over a prepare# &uKB!ra#e w%th <oar&e an# Onea!!re!ate <onforI%n! to CFN 22, the &%"e of <oar&e a!!re!ate notex<ee#%n! 61 II, a!!re!ate <eIent rat%o not to ex<ee# 01N0, a!!re!ate!ra#at%on after Klen#%n! to Ke a& per taKle 733B0, <eIent <ontent not to Kele&& than 013 k!/ <uI, opt%IuI Io%&ture <ontent to Ke #eterI%ne# #ur%n!tr%al len!th <on&tru<t%on, <on<rete &tren!th not to Ke le&& than 03 Mpa at 5
#a)&, I%xe# %n a Kat<h%n! plant, tran&porte# to &%te, la%# w%th a paver w%thele<tron%< &en&or, <oIpa<t%n! w%th B03 tonne& v%Krator) roller, On%&h%n!an# <ur%n!.=
?eIent ?on<rete -aveIent :?on&tru<t%on of unBre%nfor<e#, #owel jo%nte#,pla%n <eIent <on<rete paveIent over a prepare# &uK Ka&e w%th 82 !ra#e<eIent 833 k! per <uI, <oar&e an# One a!!re!ate <onforI%n! to CF 22,Iax%IuI &%"e of <oar&e a!!re!ate not ex<ee#%n! 61 II, I%xe# %n aKat<h%n! an# I%x%n! plant a& per approve# I%x #e&%!n, tran&porte# to &%te,la%# w%th a Oxe# forI or &l%p forI paver, &prea#, <oIpa<te# an# On%&he# %na <ont%nuou& operat%on %n<lu#%n! prov%&%on of <ontra<t%on, expan&%on,<on&tru<t%on an# lon!%tu#%nal jo%nt&, jo%nt Oller, &eparat%on IeIKrane,&ealant pr%Ier, jo%nt &ealant, #eKon#%n! &tr%p, #owel Kar, t%e ro#, a#I%xture&a& approve#, <ur%n! <oIpoun#, On%&h%n! to l%ne& an# !ra#e& a& per#raw%n! =
9olle# ?eIent ?on<rete a&e :?on&tru<t%on of rolle# <eIent <on<rete Ka&e<our&e w%th <oar&e an# One a!!re!ate <onforI%n! to CFN22, the &%"e of<oar&e a!!re!ate not ex<ee#%n! 61 II w%th I%n%IuI, a!!re!ate <eIentrat%o01N0 an# I%n%IuI <eIent <ontent of 633 k!/<uI, a!!re!ate!ra#at%on to Ke a& per taKle 733B8 after Klen#%n!, I%x%n! %n Kat<h%n! plantat opt%IuI Io%&ture <ontent, tran&port%n! to &%te, la)%n! w%th a paver w%thele<tron%< &en&or, <oIpa<t%n! w%th B03 tonne& &Iooth wheele# v%Krator)roller to a<h%eve, the #e&%!ne# Sexural &tren!th, On%&h%n! an# <ur%n!.=
Tran&%t%on &e<t%on etween r%!% an ex% e paveIent Gue to < an!e %nthe propert%e& of Iater%al& an# t)pe of <on&tru<t%on, a !ra#ual <han!eoverfroI r%!%# paveIent to Sex%Kle paveIent %& #e&%raKle to avo%# an) #aIa!eat the Kutt%n! jo%nt. @fter prov%&%on of an expan&%on jo%nt %n the <eIent<on<rete &laK, the th%<kne&& of &laK &houl# Ke tapere# to 03 <I over alen!th of 2 I towar#& the Sex%Kle paveIent. The #eO<%en<) of th%<kne&&<au&e# #ue to taper%n! of the &laK &houl# Ke Ia#e up K) the a&phalt%<la er&.=?on&tru<t%on of a&e/FuKBKa&e of paveIent w%th lean <on<rete B S) a&h.:?on&tru<t%on of a&e/&uKBKa&e u&%n! <eIent, &an#, S) a&h an# <oar&ea!!re!ate& proport%one# a& per taKle 8 of C9?N 58/0454 an# w%th water<ontent rat%o, &luIp an# <oIpre&&%ve &tren!th a& #eOne# %n the &a%# taKle,I%x prepare# %n a Kat<h%n! an# I%x%n! plant an# <oIpa<te# w%th av%Krator) roller B03 tonne& <apa<%t) w%th%n the t%Ie l%I%t la%# #own v%#e<lau&e 5.7.2 of C9?N 58B0454, <on&tru<t%on jo%nt& properl) forIe# at the en#of #a)V& work, <ure# for 08 #a)&, all a& &pe<%Oe# %n C9?N 58B0454 an# a& perapprove# plan&.=?eIent B ) a& <on<rete paveIent. ?on&tru<t on re n or<e Bre n or<e ,#owel jo%nte#, pla%n <eIent <on<rete paveIent over a prepare# &uK Ka&ew%th 82 !ra#e <eIent, <oar&e an# One a!!re!ate <onforI%n! to CF 22,Iax%IuI &%"e of <oar&e a!!re!ate not ex<ee#%n! 61 II, repla<%n! <eIentK) S) a&h to the extent of 01 an# &an# K) 03, I%xe# %n a Kat<h%n! an#
R%th re%nfor<%n! eleIent& of &)nthet%< !eo!r%#& &qI 121.00
:%%= a<%n! eleIent& of 9?? &qI 1109.00
CteIo.
FuKB Furfa<e Gra%n w%th Deotext%le& :?on&tru<t%on of &uK &urfa<e #ra%n 633 II #%au&%n! !eotext%le& treate# w%th <arKon Kla<k w%th ph)&%<al propert%e& a& !%ven %n<lau&e 536.6.2 forIe# %n to a &taKle network an# a planar !eo<oIpo&%te &tru<ture,
jo%nt& wrappe# w%th !eotext%le to prevent %n!re&& of &o%l, all a& per <lau&e 536 an#approve# #raw%n!& %n<lu#%n! ex<avat%on an# Ka<kOll%n!=
arrow %lter FuKB Furfa<e Gra%n :?on&tru<t%on of a narrow Olter &uKB &urfa<e #ra%n<on&%&t%n! of porou& or perforate# p%pe la%# %n narrow tren<h &urroun#e# K) a!eotext%le Olter faKr%<, w%th a I%n%IuI of 813 II overlap of faKr%< an# %n&talle# a&per <lau&e 536.2 an# 234.2.1 %n<lu#%n! ex<avat%on an# Ka<kOll%n!=
La)%n! -av%n! aKr%< eneath a -aveIent Everla) :-rov%#%n! an# la)%n! pav%n!faKr%< w%th ph)&%<al requ%reIent& a& per taKle 538B6 over a ta<k <oat of pav%n!!ra#e %tuIen 3B033 penetrat%on, la%# at the rate of 0 k! per &qI over thorou!hl)<leane# an# repa%re# &urfa<e to prov%#e a water re&%&tant IeIKrane an# <ra<kretar#%n! la)er. -av%n! faKr%< to Ke free of wr%nkl%n! an# fol#%n! an# to Ke la%# Kefore<ool%n! of ta<k <oat, KrooI%n! an# roll%n! of &urfa<e w%th pneuIat%< roller toIax%I%&e pav%n! faKr%< <onta<t w%th paveIent &urfa<e=
La)%n! oul#er @pron %n ?rate& of F)nthet%< Deo!r%#& :-rov%#%n!, prepar%n! an#la)%n! of !eo!r%# <rate# apron 0 I x 1 I, 733 II th%<k %n<lu#%n! ex<avat%on an#Ka<kOll%n! w%th KaWe& at 0 Ietre %nterval, Ia#e w%th !eo!r%#& hav%n!<hara<ter%&t%<& a& per <lau&e 538.6, jo%n%n! &%#e& w%th <onne<tor&/r%n! &taple&, top
<orner& to Ke t%e ten&%one#, pla<%n! of &u%taKle <ro&& %nterval t%e& %n la)er& of 233II <onne<t%n! oppo&%te &%#e w%th lateral Kra<e& an# t%e# w%th pol)Ier Kra%#& toavo%# Kul!%n!, <on&tru<te# a& per <lau&e 538.2. Olle# w%th &tone w%th I%n%IuI &%"eof 633 II an# &pe<%O< !rav%t) not le&& than 6.71, pa<ke# w%th &tone &pall&, ke)e#to the foun#at%on re<e&& %n <a&e of &lop%n! !roun# an# la%# over a la)er of !eotext%leto prevent I%!rat%on of One&, all a& per <lau&e 538 an# la%# a& per <lau&e 6132.2 an#approve# #e&%!n.=
9e%nfor<e# Aarth 9eta%n%n! Rall :9e%nfor<e# earth reta%n%n! wall& have four Ia%n<oIponent& a& un#erN a= Ax<avat%on for foun#at%on, foun#at%on <on<rete an#<eIent <on<rete !roove# &eat%n! %n the foun#at%on for fa<%n! eleIent& :fa<%aIater%al=. K= a<%a Iater%al an# %t& pla<eIent. <= @&&eIKl%n!, jo%n%n! w%th fa<%n!eleIent& an# la)%n! of the re%nfor<%n! eleIent&. #= AarthOll w%th !ranular Iater%alwh%<h %& to Ke reta%ne# K) the wall.=
: v = 73 <I x 81 <I re<tan!ular ea<h 4281.00:v% = 73 <I x 73 <I &quare ea<h 5142.00
: v%% = 43 <I h%!h o<ta!on ea<h 8125.00
.1
&qI 11632.00
.7
&qI 11989.00
.5
@ Tru&& an# Qert%<al Fupport tonne 72122.00
@luI%n%uI allo) plate for over hea# &%!n tonne 1978.00
.&qI 45.00
.4
&qI 39.00.03
&qI 44.00
.00
:%= Ever 03 <I %n w%#th &qI 75.00
CteIo.
?a&t %n F%tu ?eIent ?on<rete M63 kerK :?on&tru<t%on of <eIent <on<rete kerK w%thtop an# KottoI w%#th 001 an# 071 II re&pe<t%vel), 613 II h%!h %n M 63 !ra#e-?? on MB03 !ra#e foun#at%on 013 II th%<k, foun#at%on hav%n! 13 II proje<t%onKe)on# kerK &tone, kerK &tone la%# w%th kerK la)%n! Ia<h%ne, foun#at%on <on<retela%# Ianuall), all <oIplete a& per <lau&e 83=
?a&t %n F%tu ?eIent ?on<rete M 63 erK w%th ?hannel :?on&tru<t%on of <eIent<on<rete kerK w%th <hannel w%th top an# KottoI w%#th 001 an# 071 IIre&pe<t%vel), 613 II h%!h %n M 63 !ra#e -?? on M03 !ra#e foun#at%on 013 IIth%<k, kerK <hannel 233 II w%#e, 13 II th%<k %n -?? M63 !ra#e, &lope# towar#&the kerK, kerK &tone w%th <hannel la%# w%th kerK la)%n! Ia<h%ne, foun#at%on <on<retela%# Ianuall), all <oIplete a& per <lau&e 83=
r n n! new e er an !ure& o an) & a e r n n! new e er an !ure& o an)&ha#e w%th &)nthet%< enaIel pa%nt Kla<k or an) other approve# <olour to !%ve aneven &ha#e=
H%n#% : Matra& <oIIa& an# the l%ke not to Ke Iea&ure# an# pa%# for Half letter &hallKe <ounte# a& half =
<I he%!htper letter
<I he%!htper letter
9etroB re e<tor%&e Tra < &%!n& -rov% %n! an x%n! o retroB re e<tor%&e<aut%onar), Ian#ator) an# %nforIator) &%!n a& per C9? N75 Ia#e of en<ap&ulate#len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2, Oxe# over aluI%n%uI &heet%n!, 0.1II th%<k &upporte# on a I%l# &teel an!le %ron po&t 51 II x 51 II x 7 II OrIl)Oxe# to the !roun# K) Iean& of properl) #e&%!ne# foun#at%on w%th M01 !ra#e<eIent <on<rete 81 <I x 81 <I x 73 <I, 73 <I Kelow !roun# level a& per approve##raw%n =
G%re<t%on an# -la<e C#ent%O<at%on &%!n& upto 3.4 &qI &%"e Koar#. :-rov%#%n! an#ere<t%n! #%re<t%on an# pla<e %#ent%O<at%on retroBreSe<tor%&e# &%!n a&per C9?N75 Ia#eof en<ap&ulate# len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2, Oxe# overaluI%n%uI &heet%n!, 6 II th%<k w%th area not ex<ee#%n! 3.4 &qI &upporte# on aI%l# &teel &%n!le an!le %ron po&t 51 x 51 x 7 II OrIl) Oxe# to the !roun# K) Iean&of properl) #e&%!ne# foun#at%on w%th M01 !ra#e <eIent <on<rete 81 x 81 x 73 <I,73 <I Kelow !roun# level a& per approve# #raw%n!=
G%re<t%on an# -la<e C#ent%O<at%on &%!n& w%th &%"e Iore than 3.4 &qI &%"e Koar#.:-rov%#%n! an# ere<t%n! #%re<t%on an# pla<e %#ent%O<at%on retroB reSe<tor%&e# &%!na&per C9? N75 Ia#e of en<ap&ulate# len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2,Oxe# over aluI%n%uI &heet%n!, 6 II th%<k w%th area ex<ee#%n! 3.4 &qI &upporte#on a I%l# &teel an!le %ron po&t 51 II x 51 II x 7 II, 6 o&. OrIl) Oxe# to the!roun# K) Iean& of properl) #e&%!ne# foun#at%on w%th M 01 !ra#e <eIent<on<rete81 <I x 81 <I x 73 <I, 73 <I Kelow !roun# level a& per approve##raw%n!=Everhea# F%!n& :-rov%#%n! an# ere<t%n! overhea# &%!n& w%th a <orro&%on re&%&tantaluI%n%uI allo) &heet reSe<tor%&e# w%th h%!h %nten&%t) retroBreSe<t%ve &heet%n! ofen<ap&ulate# len&e t)pe w%th vert%<al an# lateral <learan<e !%ven %n <lau&e 36.6an# 36.2 an# %n&talle# a& per <lau&e 36.5 over a #e&%!ne# &upport &)&teI ofaluI%n%uI allo) or !alvan%&e# &teel tre&tle& an# tru&&e& of &e<t%on& an# t)pe a& per&tru<tural #e&%!n requ%reIent& an# approve# plan&=
a n n! wo oa & on ew on<re e ur a<e& a n n! wo <oa & a er n! e&urfa<e w%th &)nthet%< enaIel pa%nt %n all &ha#e& on new pla&tere# <on<rete&urfa<e&=a n n! on ee ur a<e& rov n! an app ) n! wo <oa & o rea ) I x pa n o
approve# Kran# on &teel &urfa<e after throu!h <lean%n! of &urfa<e to !%ve an even&ha#e=-a%nt%n! on Roo Fur a<e& -rov% %n! an app )%n! two <oat& o rea ) I%x pa%nt oapprove# Kran# on woo# &urfa<e after throu!h <lean%n! of &urfa<e to !%ve an even&ha#e=-a%nt%n! L%ne&, Ga& e&, @rrow& et< on 9oa & %n Two ?oat& on ew Ror -a%nt%n!l%ne&, #a&he&, arrow& et< on roa#& %n two <oat& on new work w%th rea#) I%xe# roa#Iark%n! pa%nt <onforI%n! to CFN078 on K%tuI%nou& &urfa<e, %n<lu#%n! <lean%n! the&urfa<e of all #%rt, #u&t an# other fore%!n Iatter, #eIar<at%on at &%te an# traX<<ontrol =
-a%nt%n! L%ne&, Ga& e&, @rrow& et< on 9oa & %n Two ?oat& on E Ror -a%nt%n!l%ne&, #a&he&, arrow& et< on roa#& %n two <oat& on ol# work w%th rea#) I%xe# roa#Iark%n! pa%nt <onOrI%n! to CFN 078 on K%tuI%nou& &urfa<e, %n<lu#%n! <lean%n! the&urfa<e of all #%rt, #u&t an# other fore%!n Iatter, #eIar<at%on at &%te an# traX<<ontrol =
9oa# Mark%n! w%th Hot @ppl%e# TherIopla&t%< ?oIpoun# w%th 9eSe<tor%&%n! Dla&&ea#& on %tuI%nou& Furfa<e :-rov%#%n! an# la)%n! of hot appl%e# therIopla&t%<<oIpoun# 6.1 II th%<k %n<lu#%n! reSe<tor%&%n! !la&& Kea#& 613 !I& per &qI
area, th%<kne&& of 6.1 II %& ex<lu&%ve of &urfa<e appl%e# !la&& Kea#& a& perC9?N21 .The On%&he# &urfa<e to Ke level, un%forI an# free froI &treak& an# hole&.=
%lo Metre Ftone :9e%nfor<e# <eIent <on<rete M01!ra#e k%loIetre &tone of &tan#ar##e&%!n a& per C9?NB043, Ox%n! %n po&%t%on %n<lu#%n! pa%nt%n! an# pr%nt%n! et<=
9oa# Gel%neator& :Fuppl)%n! an# %n&tallat%on of #el%neator& :roa# wa) %n#%<ator&,ha"ar# Iarker&, oKje<t Iarker&=, 3B033 <I h%!h aKove !roun# level, pa%nte# Kla<kan# wh%te %n 01 <I w%#e &tr%pe&, Otte# w%th 3 x 033 II re<tan!ular or 51 II #%a<%r<ular reSe<tor%&e# panel& at the top, Kur%e# or pre&&e# %nto the !roun# an#<onOrI%n! toC9?B54 an# the #raw%n!&.=
#e&%!n a& per C9?N61B0475, Oxe# %n po&%t%on %n<lu#%n! On%&h%n! an# letter%n! Kutex<lu#%n! pa%nt%n!=D.C arKe# w%re en<%n! 0.6 Ietre h%!h :-rov%#%n! an# Ox%n! 0.6 Ietre& h%!h DCKarKe# w%re fen<%n! w%th 0. I an!le %ron po&t& 83 II x 83 II x 7 II pla<e#ever) 2 Ietre& <enter to <enter foun#e# %n M01 !ra#e <eIent <on<rete, 3.7 IetreKelow !roun# level, ever) 01th po&t, la&t Kut one en# po&t an# <orner po&t &hall Ke&trutte# on Koth &%#e& an# en# po&t on one &%#e onl) an# prov%#e# w%th 4 hor%"ontall%ne& an# 6 #%a!onal& %nterwoven w%th hor%"ontal w%re&, Oxe# w%th DC &taple&, turnKu<kle& et< <oI lete a& er <lau&e 35 =D.C arKe# w%re en<%n! 0. Ietre h%!h :-rov%#%n! an# Ox%n! 0. Ietre& h%!h DCKarKe# w%re fen<%n! w%th 6.8 I an!le %ron po&t& 13 II x 13 II x 7 II pla<e#ever) 2 Ietre& <enter to <enter foun#e# %n M01 !ra#e <eIent <on<rete, 3.7 IetreKelow !roun# level, ever) 01th po&t, la&t Kut one en# po&t an# <orner po&t &hall Ke&trutte# on Koth &%#e& an# en# po&t on one &%#e onl) an# prov%#e# w%th 06hor%"ontal l%ne& an# 6 #%a!onal& %nterwoven w%th hor%"ontal w%re&, Oxe# w%th DC&taple&, turn Ku<kle& et< <oIplete a& per <lau&e 35 =
en<%n! w%th wel#e# &teel w%re aKr%< 51 II x 13 II :Fu!!e&t%ve= :-rov%#%n! 0.63Ietre h%!h fen<%n! w%th an!le %ron po&t& 13 II x 13 II x 7 II at 2 Ietre <enterto <enter w%th 3.83 Ietre eIKe##e# %n M01 !ra#e <eIent <on<rete, <orner, en#an# ever) 03th po&t to Ke &trutte#, prov%#e# w%th wel#e# &teel w%re faKr%< of 51 IIx 13 II Ie&h or 51 II x 61 II Ie&h an# Oxe# to %ron po&t& K) Sat %ron 13 x 1II an# Kolt& et<. <oIplete %n all re&pe<t&.=
u u ar ee a n! on e uI e ! & ee < anne &er e& II xII :-rov%#%n!, Ox%n! an# ere<t%n! 13 II #%a &teel p%pe ra%l%n! %n 2 row& #ul)pa%nte# on Ie#%uI we%!ht &teel <hannel& :CFM? &er%e&= 033 II x 13 II, 0.6Ietre& h%!h aKove !roun#, 6 I <entre to <entre, <oIplete a& per approve##raw%n &=
TuKular Fteel 9a%l%n! on -re<a&t 9?? po&t&, 0.6 I h%!h aKove !roun# level:-rov%#%n!, fen<%n! an# ere<t%n! 13 II #%a pa%nte# &teel p%pe ra%l%n! %n 2 row& onpre<a&t M63 !ra#e 9?? vert%<al po&t&0. Ietre& h%!h :0.6 I aKove DL= w%th 2 hole&13 II #%a for p%pe, Oxe# 6 Ietre& <entre to, <oIplete a& per approve# #raw%n!=
9e%nfor<e# ?eIent ?on<rete ?ra&h arr%er :-rov%&%on of an 9e%nfor<e# <eIent<on<rete <ra&h Karr%er at the e#!e& of the roa#, approa<he& to Kr%#!e &tru<ture& an#Ie#%an&, <on&tru<te# w%th MB63 !ra#e <on<rete w%th HYFG re%nfor<eIent<onforI%n! to C9?N60 an# #owel Kar& 61 II #%a, 813 II lon! at expan&%on jo%nt&Olle# w%th preBIoul#e# a&phalt Oller Koar#, ke)e# to the &tru<ture on wh%<h %t %& Ku%ltan# %n&talle# a& per #e&%!n !%ven %n the en<lo&ure to MEFT <%r<ular o. 9R/H B22366/0/48BGE CCC #ate# 68 une 0448 a& per #%Ien&%on& %n the approve# #raw%n!an# at lo<at%on& #%re<te# K) the An!%neer, all a& &pe<%Oe#=
:%= F%n!le 9ow for one ut%l%t) &erv%<e Ietre -VALUE
:%%= GouKle 9ow for two ut%l%t) &erv%<e& Ietre -VALUE
:%%%= Tr%ple 9ow for three ut%l%t) &erv%<e& Ietre -VALUE
T)pe B @, 'R' N Meta eaI ?ra& arr%er -rov% %n! an ere<t%n! a 'R' Ieta eaI<ra&h Karr%er <oIpr%&%n! of 2 II th%<k <orru!ate# &heet Ietal KeaI ra%l, 53 <IaKove roa#/!roun# level, Oxe# on CFM? &er%e& <hannel vert%<al po&t, 013 x 51 x 1II &pa<e# 6 I <entre to <entre, 0. I h%!h, 0.0 I Kelow !roun#/roa# level, all&teel part& an# OtIent& to Ke !alvan%&e# K) hot #%p pro<e&&, all Ott%n!& to <onforIto CFN0275 an# CFN0278, Ietal KeaI ra%l to Ke Oxe# on the vert%<al po&t w%th a&pa<er of <hannel &e<t%on 013 x 51 x 1 II, 223 II lon! <oIplete a& per <lau&e03=
T)pe B , 'TH9CA' N Metal eaI ?ra&h arr%er :-rov%#%n! an# ere<t%n! a 'Thr%e' IetalKeaI <ra&h Karr%er <oIpr%&%n! of 2 II th%<k <orru!ate# &heet Ietal KeaI ra%l, 1<I aKove roa#/!roun# level, Oxe# on CFM? &er%e& <hannel vert%<al po&t, 013 x 51 x 1
II &pa<e# 6 I <entre to <entre, 6 I h%!h w%th 0.01 I Kelow !roun# level, all &teelpart& an# OtIent& to Ke !alvan%&e# K) hot #%p pro<e&&, all Ott%n!& to <onforI toCFN0275 an# CFN0278, Ietal KeaI ra%l to Ke Oxe# on the vert%<al po&t w%th a &pa<e of<hannel &e<t%on 013 x 51 x 1 II, 187 II lon! <oIplete a& per <lau&e 03=
9oa# TraX< F%!nal& ele<tr%<all) operate# :F%n<e %t %& a rea#) Ia#e %teI<oIIer<%all) pro#u<e# an# ere<te# K) &pe<%al%&e# OrI %n the ele<tr%<al an#ele<tron%< Oel#, rate Ia) Ke taken Ka&e# on Iarket enqu%r) froI OrI& &pe<%al%&e# %nth%& Oel# an# CFC <ert%Oe# for the approve# #e&%!n an# #raw%n!.=
lex%Kle ?ra&h arr%er, R%re 9ope Fafet) arr%er :-rov%#%n! an# ere<t%n! a w%re rope&afet) Karr%er w%th vert%<al po&t& of Ie#%uI we%!ht 9F o%&t :CFM &er%e&= 033 II x51 II :00.13 k!/I=, 0.13 I lon! 3.1 I aKove !roun# an# 3.71 I Kelow !roun#level, &pl%t at the KottoI for Ketter !r%p, eIKe##e# %n M 01 !ra#e <eIent <on<rete813 x 813 x 813 II, 0.13 I <enter to <enter an# w%th 8 hor%"ontal &teel w%re rope83 II #%a an# an<hore# at terI%nal po&t& 01 I apart. TerI%nal po&t to Ke
eIKe##e# %n M 01 !ra#e<eIent<on<retefoun#at%on6833 x 813 x 433 II :#epth=,&tren!thene# K) a &trut of 9F jo%&t 033 x 51 II, 6 I lon! at 813 %n<l%nat%on an# at%e 033 x II, 0.13 I lon! at the KottoI, all eIKe##e# %n foun#at%on <on<rete a&per approve# #e&%!n an# #raw%n!, rate ex<lu#%n! ex<avat%on an# <eIent <on<rete.=
-lantat%on :-lantat%on of &hruK& an# plant& of approve# &pe<%e& %n the Ie#%an. apartfroI <utt%n! oP !lare froI veh%<le <oI%n! froI oppo&%te #%re<t%on, the&e plant&prov%#e a plea&ant envo%renIent an# are e<oBfr%en#l). The rate for th%& %teI %&ava%laKle %n the <hapter 00 on hort%<ulture. =
@nt% B D are F<reen w%t 61 II &tee p%pe raIewor xe w%t <%r<u ar anre<tan!ular van& :-rov%#%n! an# ere<t%n! an ant% B !lare &<reen w%th 61 II #%avert%<al p%pe& faKr%<ate# an# fraIe# %n the forI of panel& of one Ietre len!th an#0.51 Itr he%!ht Oxe# w%th <%r<ular vane 613 II #%a at top an# re<tan!ular vane733 x 233 II at the I%##le, Ia#e out of &teel &heet of 2 II th%<kne&&, en#vert%<al p%pe& of the panel Ia#e lar!er for eIKe##%n! %n foun#at%on <on<rete,
appl)%n! 6 <oat& of pa%nt on all expo&e# &urfa<e&, all a& per approve# #e&%!n an##raw%n!&.=
@nt% B Dlare F<reen w%th 9e<tan!ular Qane of MF &heet :-rov%#%n! an# ere<t%n! ant% B!lare &<reen w%th re<tan!ular vane& of &%"e 513 x 133 II Ia#e froI MF &heet, 2II th%<k an# Oxe# on MF an!le 13 x 13 x 7 II at an an!le of 813 to the #%re<t%onof Sow of traX<, 0.1 I <enter to <enter, top e#!e of the &<reen 0.51 I aKove!roun# level, vert%<al po&t OrIl) eIKe##e# %n <eIent <on<rete foun#at%on 3.73 IKelow !roun# level, appl)%n! 6 <oat& of pa%nt on expo&e# fa<e&, all <oIplete a& perapprove# #e&%!n an# #raw%n!&=
ree ! n! rov n! an ere< n! & ree ! Ioun e on a & ee < r<u arhollow pole of &tan#ar# &pe<%O<at%on& for &treet l%!ht%n!, 4 I h%!h &pa<e# 83 Iapart, 0. I overhan! on Koth &%#e& %f Oxe# %n the Ie#%an an# on one &%#e %f Oxe#on the footpath, Otte# w%th &o#%uI vapour laIp an# Oxe# OrIl) %n <on<retefoun#at%on.=
L%!ht%n! on r%#!e& :-rov%#%n! an# Ox%n! l%!ht%n! on Kr%#!e&, Iounte# on &teelhollow <%r<ular pole& of &tan#ar# &pe<%O<at%on&, 1 I h%!h Oxe# on parapet& w%th<eIent <on<rete, 63 I apart an# Otte# w%th &o#%uI vapour laIp=
?aKle Gu<t @<ro&& the 9oa# :-rov%#%n! an# la)%n! of a re%nfor<e# <eIent <on<retep%pe #u<t, 233 II #%a, a<ro&& the roa# :new <on&tru<t%on=, exten#%n! froI #ra%n to#ra%n %n <ut& an# toe of &lope to toe of &lope %n Oll&, <on&tru<t%n! hea# wall& at Kothen#&, prov%#%n! a I%n%IuI Oll of !ranular Iater%al over top an# &%#e& of 9?? p%pea& per C9?N4B0445, Ke##e# on a 3.2 I th%<k la)er of !ranular Iater%al free of ro<kp%e<e&, outer to outer #%&tan<e of p%pe at lea&t half #%a of p%pe &uKje<t to I%n%IuI813 II %n <a&e of #ouKle an# tr%ple row #u<t&, jo%nt& to Ke Ia#e leak proof, %nvertlevel of #u<t to Ke aKove h%!her than !roun# level to prevent entr) of water an# #%rt,all a& per C9?N 4 B 0445 an# approve# #raw%n!&.=
! a& o e ! n! a n er< an!e& an )over& rov n! an ere< n! a !Ia&t pole l%!ht%n! w%th 23 I h%!h hot #%p !alvan%&e# Ia&t #e&%!ne# to w%th&tan#for<e& exerte# w%th w%n# &pee#& of 03 kI per hour w%th 2 &e<on#& !u&t, a& perCFN51 :-art 2= B 045, Otte# w%th a Ka&e San!e, #oor at the Ka&e of Ia&t w%thheav) #ut) %nternal lo<k, lantern <arr%a!e, &u%taKle w%n<h%n! arran!eIent for &afework%n! loa# of 513 k! an# h%!h powere# ele<tr%<all) #r%ven power tool& for ra%&%n!an# lower%n! of lantern <arr%a!e, Sex%Kle <ore ele<tr%< <aKle, l%!hten%n!<on#u<tor, earth%n! terI%nal, an# Ox%n! 6 no& av%at%on oK&tru<t%on l%!ht& on top ofthe Ia&t, all <oIplete a& per approve# #e&%!n an# #raw%n!& Th%& %& a &pe<%al%&e#work an# %& !enerall) #one K) OrI& who &pe<%al%&e %n &u<h joK&. The #eta%le##e&%!n& an# e&t%Iate& are &uKI%tte# K) the OrI& alon!w%th the%r ten#er for <he<k&K) the GepartIent. The <o&t of th%& work %& requ%re# to Ke worke# out Ka&e# onapprove# #e&%!n, #raw%n!& an# e&t%Iate of the lowe&t ten#er. @ &eparate <ontra<tfor th%& work %& <on<lu#e# a& the <ontra<tor& for roa# an# Kr%#!e work& !enerall)#onot un#ertake &u<h oK&. Toll -la"a :The <on&tru<t%on, operat%on an# Ia%ntenan<e of Toll -la"a <an Ke Kroken%nto &eparate %teI& of work a& un#er Ka&e# on the approve# #e&%!n an# #raw%n!&NB=
Fafet) Gev%<e& an# &%!n& %n ?on&tru<t%on Zone& :-rov%&%on an# Ox%n! of traX< &%!n&for l%I%te# per%o# at &u%taKle lo<at%on& %n <on&tru<t%on "one <oIpr%&%n! of warn%n!"one, approa<h tran&%t%on "one, work%n! "one an# terI%nal tran&%t%on "one w%th aI%n%IuI #%&tan<e of 73 <I froI the e#!e of the kerK %n <a&e of kerKe# roa#& an# 6to 2 I froI the e#!e of the <arr%a!ewa) %n <a&e of unBkerKe# roa#&, the KottoIe#!e of the lowe&t &%!n plate to Ke not le&& than 6 I aKove the roa# level, Oxe# on73 II x 73 II x 7 II an!le %ron po&t, foun#e# an# %n&talle# a& per approve##e&%!n an# #raw%n!&, reIove# an# #%&po&e# of after <oIplet%on of <on&tru<t%onwork, all a& per C9?NF-N11B6330=
-ortaKle arr%<a#e %n ?on&tru<t%on Zone :Cn&tallat%on of a &teel portaKle Karr%<a#ew%th hor%"ontal ra%l 233 II w%#e, 6.1 I %n len!th Otte# on a V@V fraIe Ia#e w%th 81x 81 x 1 II an!le %ron &e<t%on, 0.1 I %n he%!ht, hor%"ontal ra%l pa%nte# :6 <oat&=w%th )ellow an# wh%te &tr%pe&, 013 II %n w%#th at an an!le of 813, V@V fraIepa%nte# w%th 6 <oat& of )ellow pa%nt, <oIplete a& per C9?N F- N 11B6330 =
R%th Fteel ?oIponent& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e of &teel<oIponent&, 0.1 I h%!h froI roa# level, Otte# w%th 2 hor%"ontal ra%l& 633 II w%#ean# 8 I lon! on 13 x 13 x 1 II an!le %ron vert%<al &upport, pa%nte# w%th )ellowan# wh%te &tr%p&, 013 II %n w%#th at an an!le of813, <oIplete a& per C9?NF-N11B6330 =
R%th Roo#en ?oIponent& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e ofwoo#en <oIponent&, 0.1 I h%!h froI roa# level, Otte# w%th 2 hor%"ontal plank&
633 II w%#e an# 2.77 I lon! on 033 x 033II woo#en vert%<al po&t, pa%nte# w%th)ellow an# wh%te &tr%up&, 013 II %n w%#th at an an!le of813, <oIplete a& perC9?NF-N11B6330 =
R%th r%<k& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e w%th Kr%<k work %nIu# Iortar, 0.1 I h%!h, 8 I lon!, 733 II th%<k, pla&tere# w%th <eIent Iortar0N7, pa%nte# w%th )ellow an# wh%te &tr%p&=
GruI Gel%neator %n ?on&tru<t%on Zone :-rov%&%on of Ietal #ruI/eIpt) K%tuIen#ruI #el%neator, 233 II %n #%aIeter, 33 II h%!h, Olle# w%th earth for &taK%l%t),pa%nte# %n <%r<uIferent%al &tr%p& of alternate Kla<k an# wh%te 033 II w%#e Otte#w%th reSe<tor& 2 o& of 5.1 <I #%a, all a& per C9?NF-N11B6330=
la!Ian :-o&%t%on%n! of a &Iart Sa!Ian w%th a )ellow ve&t an# a )ellow <ap an# a
re# Sa! 733 x 733 II &e<urel) fa&tene# to a &taP 0 I %n len!th for !u%#%n! thetraX<=
:%= Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th le&& than 7 II &qI 67.00
:%%= Ftre&& @K&orK%n! MeIKrane :F@M= w%th <ra<k w%#th 7 II to 4 II &qI 82.00
:%%%=&qI 110.00
:%v= %tuIen CIpre!nate# Deotext%le &qI 149.00
? Flurr) Feal :ref %teI 1.01=
:%= 1 II th%<kne&& &qI 72.00
:%%= 2 II th%<kne&& &qI 51.00
:%%%= 0.1 II th%<kne&& &qI 31.00
G Furfa<e Gre&&%n! for Ia%ntan<e work&. :ref %teI 1.4=
:%= 04 II noI%nal <h%pp%n! &%"e &qI 98.00
:%%= 02 II noI%nal &%"e <h%pp%n! &qI 79.00
03.4Ietre 370.00
03.03 Ietre 18.30
03.00Ietre 23.20
03.06<uI 66.00
03.02<uI 114.00
03.08<uI 4.60
03.01<uI -VALUE
CteIo.
9e&torat%on of 9a%n ?ut& :9e&torat%on of ra%n <ut& w%th &o%l, IooruI, !ravel or aI%xture of the&e, <lear%n! the loo&e &o%l, Ken<h%n! for 233 II w%#th, la)%n! fre&hIater%al %n la)er& not ex<ee#%n! 613 II an# <oIpa<t%n! w%th plate <oIpa<tor orpower raIIer& to re&tore the or%!%nal al%!nIent, level& an# &lope&=
Ma%ntenan<e of Aarthen Fhoul#er :Oll%n! w%th fre&h &o%l= :Mak%n! up lo&& of Iater%al/%rre!ular%t%e& on &houl#er to the #e&%!n level K) a##%n! fre&h approve# &o%l an#<oIpa<t%n! %t w%th appropr%ate equ%pIent.=
a n enan<e o ar ou er & r pp n! ex<e&& &o r pp n! ex<e&& &o roI e&houl#er &urfa<e to a<h%eve the approve# level an# <oIpa<t%n! w%th plate<oI a<tor=%ll%n! -otB hole& an# -at<h 9epa%r& w%th open B !ra#e# -reI%x &urfa<%n!, 63II.:9eIoval of all fa%le# Iater%al, tr%II%n! of <oIplete# ex<avat%on to prov%#e OrIvert%<al fa<e&, <lean%n! of &urfa<e, pa%nt%n! of ta<k <oat on the &%#e& an# Ka&e ofex<avat%on a& per <lau&e 132, Ka<k Oll%n! the pot hole& w%th hot K%tuI%nou& Iater%ala& per <lau&e 100, <oIpa<t%n!, tr%II%n! an# On%&h%n! the &urfa<e to forI a&Iooth <ont%nuou& &urfa<e, all a& per <lau&e 2338.6=
%ll%n! -otB hole& an# -at<h 9epa%r& w%th B %tuI%nou& <on<rete, 83II. :9eIoval ofall fa%le# Iater%al, tr%II%n! of <oIplete# ex<avat%on to prov%#e OrI vert%<al fa<e&,<lean%n! of &urfa<e, pa%nt%n! of ta<k <oat on the &%#e& an# Ka&e of ex<avat%on a& per<lau&e 132, Ka<k Oll%n! the pot hole& w%th hot K%tuI%nou& Iater%al a& per <lau&e138, <oIpa<t%n!, tr%II%n! an# On%&h%n! the &urfa<e to forI a &Iooth <ont%nuou&
&urfa<e, all a& per <lau&e 2338.6=
?ra<k %ll%n! :%ll%n! of <ra<k u&%n! &low B <ur%n! K%tuIen eIul&%on an# appl)%n!<ru&her #u&t %n <a&e <ra<k are w%#er than 2II.=
Gu&t%n! :@ppl)%n! <ru&her #u&t to area& of roa# where Klee#%n! of ex<e&& K%tuIenha& o<<urre#.=
Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th aKove 4 II an# <ra<ke# area aKove
13
9epa%r of jo%nt Droove& w%th Apox) Mortar 9epa%r of &palle# jo%nt !roove& of<ontra<t%on jo%nt&, lon!%tu#%nal jo%nt& an# expan&%on jo%nt& %n <on<rete paveIent&u&%n! epox) Iortar or epox) <on<rete=
epa r o o o n & ea an eIova o ex & n! &ea an an re &ea n! o<ontra<t%on, lon!%tu#%nal or expan&%on jo%nt& %n <on<rete paveIent w%th fre&h&ealant Iater%alH%ll F%#e Gra%n ?learan<e :9eIoval of earth froI the <hoke# h%ll &%#e #ra%n an##%&po&%n! %t on the valle) &%#e Ianuall)=
Lan# Fl%#e ?learan<e %n &o%l :?learan<e of lan# &l%#e& %n &o%l an# or#%nar) ro<k K) aKullB#o"er G 3 @B06, 03 H- an# #%&po&al of the &aIe on the valle) &%#e=an & e earan<e n ar o< equ r n! a& n! ear n! o an & e n ar
ro<k requ%r%n! Kla&t%n! for 13 of the Koul#er& an# #%&po&al of the &aIe on thevalle &%#e.=Fnow ?learan<e on 9oa#& w%th Go"er :Fnow <learan<e froI roa# &urfa<e K) a KullB#o"er 071 Hp an# #%&po&%n! %t on the valle) &%#e=
Fnow ?learan<e on 9oa#& w%th Fnow lower& :Fnow <learan<e froI roa# &urfa<e K)a &now Klower an# #%&po&%n! on the valle) &%#e.=
:K= Ma%ntenan<e of lower%n! -lant& an# FhruK& %n ?entral Qer!e for one Year kI 142948.00
00.4
ea<h 757.00
00.03
&qI 13.40
00.00<uI 640.00
00.06qu%ntal VALUE
00.02 Fuppl)%n! Flu#!e :Fuppl)%n! &lu#!e #ul) &ta<ke# at &%te/ &tore= <uI VALUE
00.08
ea<h 1404.00
00.01Ietre 28.70
00.07
ea<h 359.00
00.05
ea<h 724.00
CteIo.
Fprea#%n! of Flu#!e arI Yar# Manure or/an# !oo# Aarth :Fprea#%n! of &lu#!e farI)ar# Ianure or/ an# !oo# earth %n requ%re# th%<kne&& :<o&t of &lu#!e, farIB )ar#Ianure or/an# !oo# earth to Ke pa%# for &eparatel)==
Dra&&%n! w%th V GooK&V Dra&& :Dra&&%n! w%th VGooK&V !ra&& %n<lu#%n! water%n! an#Ia%ntenan<e of the lawn for 23 #a)& or Iore t%ll the !ra&& forI& a th%<k lawn free
froI wee#& an# Ot for Iov%n! %n<lu#%n! &uppl)%n! !oo# earth %f nee#e#=
Mak%n! Lawn& %n<lu#%n! -lou!h%n! an# Gra!!%n! w%th VFwa!haV reak%n! of ?lo#:Mak%n! lawn& %n<lu#%n! plou!h%n! an# Kreak%n! of <lo#, reIoval of ruKK%&h,#re&&%n! an# &uppl)%n! #ooK& !ra&& root& an# plant%n! at 01 <I apart, %n<lu#%n!&uppl)%n! an# &prea#%n! of farI )ar# Ianure at rate of 3.0 <uI per 033 &qI=
Ma%ntenan<e of Lawn& or TurOn! of Flope& :Ma%ntenan<e of lawn& or TurOn! of &lope&:rou!h !ra&&%n!= for a per%o# of one )ear %n<lu#%n! water%n! et<=
TurOn! Lawn& w%th %ne Dra&&%n! %n<lu#%n! -lou!h%n!, Gre&&%n! :TurOn! lawn& w%thOne !ra&&%n! %n<lu#%n! plou!h%n!, #re&&%n! %n<lu#%n! Kreak%n! of <lo#&, reIoval ofruKK%&h, #re&&%n! an# &uppl)%n! #ooK& !ra&& root& at 03 <I apart, %n<lu#%n!&uppl)%n! an# &prea#%n! of farI )ar# Ianure at rate of3.7 <uI per 033 &qI=
a= -lant%n! -erIanent He#!e& %n<lu#%n! G%!!%n! of Tren<he& :-lant%n! perIanenthe#!e& %n<lu#%n! #%!!%n! of tren<he&, 73 <I w%#e an# 81 <I #eep, reOll%n! theex<avate# earth I%xe# w%th farI)ar# Ianure, &uppl%e# at the rate of 8.71 <uI per033 Ietre& an# &uppl)%n! an# plant%n! he#!e plant& at 23 <I apart=
-lant%n! of Tree& an# the%r Ma%ntenan<e for one Year :-lant%n! of tree& K) the roa#&%#e :@venue tree&= %n 3.73 I #%a hole&, 0 I #eep #u! %n the !roun#, I%x%n! the&o%l w%th #e<a)e# farI )ar#/&lu#!e Iannure, plant%n! the &apl%n!&, Ka<kOll%n! thetren<h, water%n!, Ox%n! the tree !uar# an# Ia%nta%n%n! the plant& for one )ear=
9enovat%on Lawn& %n<lu#%n!, Ree#%n!, ork%n! the Droun#, Top Gre&&%n! w%th
orke# Fo%l :9enovat%on lawn& %n<lu#%n!, wee#%n!, fork%n! the !roun#, top #re&&%n!w%th forke# &o%l, water%n! an# Ia%ntenan<e the lawn&, for 23 #a)& or Iore, t%ll the!ra&& forI& a th%<k lawn, free froI wee#&, an# Ot for Iov%n! an# #%&po&al ofruKK%&h a& #%re<te#, %n<lu#%n! &uppl)%n! !oo# earth, %f nee#e# Kut ex<lu#%n! the<o&t of well #e<a)e# farI )ar# Ianure=
Fuppl) at F%te Rell Ge<a)e# arI Yar# Manure :Fuppl) at &%te of work well #e<a)e#farI )ar# Ianure, froI an) ava%laKle &our<e, approve# K) the en!%neer %n <har!e%n<lu#%n! &<reen%n! an# &ta<k%n!=
Fuppl) at F%te of Rork/ Ftore B Geo%le# eeI ?ake :Fuppl) at &%te of work/ &toreB#eo%le# neeI <ake #ul) pa<ke# %n u&e# !unn) Ka!&=
Rrou!ht Cron an# M%l# Fteel Rel#e# Rork :Rrou!ht %ron an# I%l# &teel wel#e# work=:u&%n! an!le&, &quare Kar&, tee& an# <hannel !r%ll&, !rat%n! fraIe&, !ate& an# tree!uar#& of an) &%"e an# #e&%!n et<. %n<lu#%n! <o&t of &<reen& an# wel#%n! ro#& orKolt& an# nut& <oIplete Oxe# %n po&%t%on Kut w%thout the <o&t of ex<avat%on an#<on<rete for Ox%n! wh%<h w%ll Ke pa%# &eparatel)=
Tree Duar# w%th MF Cron :-rov%#%n! an# Ox%n! MF %ron tree !uar# 73 <I #%a an# 6Ietre h%!h aKove !roun# level forIe# of 8 o& :61 x 7 II= an# o& :61 x 2 II=vert%<al MF r%vete# to 2 o& :61 x 7 II= %ron r%n!& %n two halve&, Kolte# to!etherw%th II #%a an# 23 II lon! Kolt& %n<lu#%n! pa%nt%n! two <oat& w%th pa%nt ofapprove# Kran# over a <oat of pr%I%n!, <oIplete %n all re&pe<t&.=
ea<h tree!uar#
Tree Duar# w%th MF @n!le Cron an# Fteel R%re :-rov%#%n! an# Ox%n! tree !uar# 3.73Ietre &quare, 6.33 Ietre h%!h faKr%<ate# w%th MF an!le %ron 23 x 23 x 2 II, MF%ron 61 x 2 II an# &teel w%re2 II #%a wel#e# an# faKr%<ate# a& per #e&%!n %n twohalve& Kolte# to!ether=
ea<h tree!uar#
?oIpen&ator) @Pore&tat%on :-lant%n! tree& a& <oIpen&ator) aPore&tat%on at therate of 643 tree& per he<tare at a &pa<%n! of 7 I K) !ruKK%n! an# level%n! the!roun# upto a #epth of 013 II, #%!!%n! hole& 3.4 I #%a, 0 I #eep, I%x%n! farI)ar#/&lu#!e Ianure w%th &o%l, plant%n! of &apl%n! 6 I h%!h w%th 61 <I #%a &teI,Ka<kOll%n! the hole an# water%n!=
-rov%#%n! an# <on&tru<t%n! teIporar) %&lan# 07 I #%aIeter for <on&tru<t%on of wellfoun#at%on for I #%a. Rell.
@&&uI%n! #epth of water 0.3 I an# he%!ht of %&lan# to Ke 0.61I %n<lu#%n! 9o)alt)for earth 9&. 257.33 for ea<h C&lan#.
@&&uI%n! #epth of water 8.3 I an# he%!ht of %&lan# 8.1 I %n<lu#%n! 9o)alt) for
earth 9&. 02171.33 for ea<h C&lan#.-rov%#%n! an# <on&tru<t%n! one &pan &erv%<e roa# to rea<h %&lan# lo<at%on froI onep%er lo<at%on to another p%er lo<at%on %n<lu#%n! 9o)alt) for earth 9&. 661.33 per Ifor &erv%<e 9oa#.
-rov%#%n! an# la)%n! <utt%n! e#!e of I%l# &teel we%!h%n! 83 k! per Ietre for wellfoun#at%on <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on.
-la%n/9e%nfor<e# <eIent <on<rete, %n well foun#at%on <oIplete a& per #raw%n! an#te<hn%<al &pe<%O<at%on
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 4368.00
:%%= e)on# 2I upto 03I #epth Ietre 6350.00
:%%%= e)on# 03I upto 63I
a Ietre 8387.00
:%v= e)on# 63I upto 23 I
a Ietre 15733.00
K 18880.00
:v= e)on# 23I upto 83 I Ietre
a 37380.00
K Ietre 44856.00
?la)e) &o%l : 7I #%a. Rell =
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 6359.00
:%%= e)on# 2I upto 03I #epth Ietre 14269.00
:%%%= e)on# 03 I upto 63 I
a Ietre 18845.00
K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 19787.00
:%v= e)on# 63I upto 23 I
a Ietre 35349.00
K @## 1 of <o&t for #ewater%n! of the <o&t, %f requ%re# Ietre 46395.00
< Ietre 44186.00
:v= e)on# 23I upto 83 I
a Ietre83985.00
K @## 1 of <o&t for #ewater%n!, %f requ%re# Ietre 105821.00
< Ietre 100782.00
? Foft ro<k :7I #%a well =
:%= Gepth of &oft ro<k &trata upto 2I Ietre 16814.00
G Har# ro<k :7I #%a well =
:%= Gepth of &oft ro<k &trata upto 2I Ietre 19136.00
06.02
@ Fan#) &o%l
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 6794.00
:%%= e)on# 2I upto 03I #epth Ietre 9220.00
:%%%= e)on# 03I upto 63I
aIetre 12177.00
:%v= e)on# 63I upto 23 I
aIetre 22840.00
F%nk%n! of 7 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for the
prev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of 5 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 21211.00
:%v= e)on# 63I upto 23 I
a Ietre 37891.00
K @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 49732.00
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour= .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
G Har# ro<k : I #%a well =:%= Gepth %n har# ro<k &trata upto 2 I Ietre 21535.00
06.01
@ Fan#) &o%l
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 8395.00
:%%= e)on# 2I upto 03I #epth Ietre 11341.00
:%%%= e)on# 03I upto 63I
a Ietre 14977.00
:%v= e)on# 63I upto 23 I
a Ietre 28094.00
K Ietre 33713.00
:v= e)on# 23I upto 83 I
a Ietre 66746.00
K Ietre 80096.00
?la)e) &o%l : 4I #%a. Rell =
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 11859.00
:%%= e)on# 2I upto 03I #epth Ietre 16508.00
:%%%= e)on# 03 I upto 63 I
a Ietre 21801.00
K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 22891.00:%v= e)on# 63I upto 23 I
a Ietre 40892.00
K @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 53670.00
< Ietre 51115.00
:v= e)on# 23I upto 83 I
a Ietre 97154.00
K @## 1 of <o&t for #ewater%n!, %f requ%re# Ietre 122414.00
< Ietre 116584.00
? Foft ro<k : 4I #%a well =
:%= Gepth upto 2I Ietre 21787.00
G Har# ro<k : 4I #%a well =
:%= Gepth of har# ro<k &trata upto 2 I Ietre 24981.00
06.07
@ Fan#) &o%l
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 10239.00
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of 4 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of 03 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
:%= Gepth Kelow Ke# level upto 2.3 M Ietre 12810.00
:%%= e)on# 2I upto 03I #epth Ietre 16094.00
:%%%= e)on# 03 I upto 63 I
a Ietre 21255.00
K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 22318.00
:%v= e)on# 63I upto 23 I
a Ietre 39869.00
VK @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 52328.00
< Ietre 49836.00
:v= e)on# 23I upto 83 I
a Ietre 94725.00
K @## 1 of <o&t for #ewater%n!, %f requ%re# Ietre 119354.00
< 113670.00
? Foft ro<k :03I #%a well =
:%= Gepth of &oft ro<k &trata upto 2I Ietre 22255.00
G Har# ro<k :03I #%a well =
:%= Gepth of har# ro<k &trata upto 2 I Ietre 29660.00
06.05
@ Fan#) &o%l
:%= Gepth froI Ke# level upto 2.3 M Ietre 23941.00
:%%= e)on# 2I upto 03I #epth Ietre 17761.00
:%%%= e)on# 03I upto 63I
a Ietre 23456.00
:%v= e)on# 63I upto 23 I
a Ietre 43998.00
K Ietre 52798.00
:v= e)on# 23I upto 83 I
a Ietre 104536.00
K Ietre 125443.00
?la)e) &o%l :00 I #%a. Rell =
:%= Gepth froI Ke# level upto 2.3 M Ietre 21325.00
:%%= e)on# 2I upto 03I #epth Ietre 33000.00
:%%%= e)on# 03 I upto 63 I
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of 00 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =
throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
?la)e) &o%l :06 I #%a. Rell =:%= Gepth Kelow Ke# level upto 2.3 M Ietre 52649.00
:%%= e)on# 2I upto 03I #epth Ietre 83939.00
:%%%= e)on# 03 I upto 63 I
a Ietre 110857.00
K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 116400.00
:%v= e)on# 63I upto 23 I
a Ietre 207940.00
K @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 272921.00
< Ietre 259925.00
:v= e)on# 23I upto 83 Ia Ietre 494034.00
K @## 1 of <o&t for #ewater%n!, %f requ%re# Ietre 622483.00
< Ietre 592841.00
? Foft ro<k :06I #%a well =
:%= Gepth of &oft ro<k &trata upto 2I Ietre 118194.00
G Har# ro<k :06I #%a well =
:%= Gepth of har# ro<k &trata upto 2 I Ietre 156036.00
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for the
prev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of 06 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
F%nk%n! of Tw%n G T)pe well : other than pneuIat%< Ietho# of &%nk%n! = throu!h allt)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&t ea<h <a&e,<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %& re<kone#froI Ke# level.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.
@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for the
prev%ou& Ieter
@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.
@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter
@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.
-neuIat%< &%nk%n! of well& w%th equ%pIent of approve# #e&%!n, #raw%n! an#&pe<%O<at%on& worke# K) <oIpetent an# tra%ne# per&onnel an# <oIpr%&%n! of<oIpre&&%on an# #e<oIpre&&%on <haIKer&, re#u<er&, two a%r lo<k& &eparatel) forIen an# plant Iater%al&, arran!eIent for &uppl) of fre&h a%r to work%n!<haIKer&, <he<k valve&, exhau&t valve&, &haft& Ia#e froI &teel plate& of r%vete#<on&tru<t%on not le&& than 7 II th%<k to w%th&tan# an a%r pre&&ure of 3.13 M-a,<ontrolle# Kla&t%n! of har# ro<k where requ%re#, &ta%r<a&e& an# 0 I w%#e lan#%n!plate forI& w%th ra%l%n!, arran!eIent for <oIpre&&%on an# #e<oIpre&&%on, ele<tr%<l%!ht%n! of 13 Q Iax%IuI, proper rooI& for re&t an# Ie#%<al exaI%nat%on& an#<oIpl%an<e w%th &afet) pre<aut%on& a& per CFN802, all a& per <lau&e0635.7 of
Mo9TH Fpe<%O<at%on&.
-rov%#%n! &teel l%ner 03 II th%<k for <urK& an# 7II th%<k for &te%n%n! of well&%n<lu#%n! faKr%<at%n! an# &ett%n! out a& per #eta%le# #raw%n!
ore# <a&tB%nB&%tu M21 !ra#e 9.?.?. p%le ex<lu#%n! re%nfor<eIent <oIplete a& per#raw%n! an# te<hn%<al &pe<%O<at%on& an# reIoval of ex<avate# earth w%th all l%ft&an# lea# upto 0333 I. :-%le #%aIeterB513 II=
ore# <a&tB%nB&%tu M21 !ra#e 9.?.?. p%le ex<lu#%n! re%nfor<eIent <oIplete a& per#raw%n! an# te<hn%<al &pe<%O<at%on& an# reIoval of ex<avate# earth w%th all l%ft&an# lea# upto 0333 I. :-%le #%aIeterB0333 II=
Gr%ven pre<a&t vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent <oIplete a&per #raw%n! an# Te<hn%<al Fpe<%O<at%on :F%"e of p%le B 233 II x 233 II=
Gr%ven pre<a&t vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent <oIplete a&per #raw%n! an# Te<hn%<al Fpe<%O<at%on :F%"e of p%le B 133 II x 133 II=
Gr%ven pre<a&t vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent <oIplete a&per #raw%n! an# Te<hn%<al Fpe<%O<at%on :F%"e of p%le B 513 II x 513 II=
Gr%ven vert%<al &teel p%le& <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on:Fe<t%on of the p%le B H Fe<t%on &teel <oluIn 833 x 613 II :CFH Fer%e&= =
Gr%ven vert%<al &teel p%le& <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on:Fe<t%on of the p%le B H Fe<t%on &teel <oluIn 813 x 613 II :CFH Fer%e&= =
?eIent <on<rete for re%nfor<e# <on<rete %n p%le <ap <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on
Fuppl)%n!, Ott%n! an# pla<%n! unB<oate# HYFG Kar re%nfor<eIent %n foun#at%on<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&
-rov%#%n! an# la)%n! of %lter Ie#%a w%th !ranular Iater%al&/&tone <ru&he#a!!re!ate& &at%&f)%n! the requ%reIent& la%# #own %n <lau&e 6138.6.6. of Mo9TH&pe<%O<at%on& to a th%<kne&& of not le&& than 733 II w%th &Ialler &%"e towar#& the&o%l an# K%!!er &%"e towar#& the wall an# prov%#e# over the ent%re &urfa<e Keh%n#aKutIent, w%n! wall an# return wall to the full he%!ht <oIpa<te# to a OrI <on#%t%on<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on.
Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level <a&t &teel ro<kerKear%n! <onforI%n! to C9?N 2:-t.B0= &e<t%on C an# <lau&e 6332 of Mo9TH
&pe<%O<at%on& <oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<alFpe<%O<at%on&.
tonne
<apa<%t)
Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level for!e# &teel rollerKear%n! <onforI%n! to C9?N 2:-t.B0= &e<t%on C an# <lau&e 6332 of Mo9TH&pe<%O<at%on& <oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<alFpe<%O<at%on&.
requ%re# level an# &lope after <lean%n! the &urfa<e, %n<lu#%n! prov%#%n! ant%&k%#&urfa<e w%th K%tuIen pre<oate# One !ra%ne# har# &tone <h%pp%n! of 4.1 II noI%nal&%"e at the rate of 3.331<uI per 03 &qI an# at an approx%Iate &pa<%n! of 03 <I<enter to <enter %n Koth #%re<t%on&, pre&&e# %nto &urfa<e when the teIperature of&urfa<e& not le&& than 033 #e!. ?, protru#%n! 0 II to 8 II over Ia&t%< &urfa<e,all <oIplete a& per <lau&e 101.=
?on&tru<t%on of pre<a&t 9?? ra%l%n! of M23 Dra#e, a!!re!ate &%"e not ex<ee#%n! 06II, true to l%ne an# !ra#e, toluren<e of vert%<al 9?? po&t not to ex<ee# 0 %n 133,<entre to <entre &pa<%n! Ketween vert%<al po&t not to ex<ee# 6333 II, leav%n!a#equate &pa<e Ketween vert%<al po&t for expan&%on, <oIplete a& per approve##raw%n!& an# te<hn%<al &pe<%O<at%on&.
?on&tru<t%on of 9?? ra%l%n! of M23 Dra#e %nB&%tu w%th 63 II noI%nal &%"ea!!re!ate, true to l%ne an# !ra#e, toluren<e of vert%<al 9?? po&t not to ex<ee# 0 %n133, <entre to <entre &pa<%n! Ketween vert%<al po&t not to ex<ee# 6333 II,leav%n! a#equate &pa<e Ketween vert%<al po&t for expan&%on, <oIplete a& per
-rov%#%n! ant%B<orro&%ve treatIent to HYFG re%nfor<eIent w%th u&%on on#e# Apox)?oat%n! :A?= :To Ke taken a& per the preva%l%n! Iarket rate&.=re<a& B pre en& one r er& rov n!, pre<a& n!, ran&por a on an p a< n! n
-a%nt%n! on <on<rete &urfa<e :-rov%#%n! an# appl)%n! 6 <oat& of water Ka&e# <eIentpa%nt to unpla&tere# <on<rete &urfa<e after <lean%n! the &urfa<e of #%rt, #u&t, o%l,!rea&e, eWore&<en<e an# appl)%n! pa%nt of 0 l%tre for 6 Fq.I. =
urr%e o%nt -rov% %n! an a)%n! a urr%e expan&%on jo%nt, expan&%on !ap e%n!63 II, <overe# w%th 06 II th%<k, 633 II w%#e !alvan%&e# w%el#aKle &tru<tural&teel plate a& per CFN 6376, pla<e# &)IIetr%<al to <entre l%ne of the jo%nt, re&t%n!freel) over the top &urfa<e of the #e<k <on<rete, wel#%n! of II #%a. 033 II lon!!alvan%&e# na%l& &pa<e# 233 II </< alon! the <entre l%ne of the plate, all a&
& e<%Oe# %n <lau&e 6738.=
-rov%#%n! Ox%n! 6 II th%<k <orru!ate# <opper plate %n expan&%on jo%nt <oIpletea& per #raw%n! Te<hn%<al Fpe<%O<at%on.
-rov%#%n! Ox%n! 63 II th%<k <oIpre&&%Kle OKre Koar# %n expan&%on jo%nt <oIpletea& per #raw%n! Te<hn%<al Fpe<%O<at%on.
-rov%#%n! an# Ox%n! %n po&%t%on 63 II th%<k preIoul#e# jo%nt Oller %n expan&%on jo%ntfor Oxe# en#& of &%Ipl) &upporte# &pan& not ex<ee#%n! 03 I to <ater for ahor%"ontal IoveIent upto 63 II, <overe# w%th &ealant <oIplete a& per #raw%n!an# te<hn%<al &pe<%O<at%on&.
-rov%#%n! an# Oll%n! jo%nt &eal%n! <oIpoun# a& per #raw%n!& an# te<hn%<al&pe<%O<at%on& w%th <oar&e &an# an# 7 K%tuIen K) we%!ht@&phalt%< -lu! jo%nt :-rov%#%n! an# la)%n! of a&phalt%< plu! jo%nt to prov%#e forhor%"ontal IoveIent of 61 II an# vert%<al IoveIent of 6 II, #epth of jo%nt
var)%n! froI 51 II to 033 II, w%#th var)%n! froI 133 II to 513 II :%n traX<#%re<t%on=, <overe# w%th a <lo&ure plate of 633II x 7II of w%el#aKle &tru<tural&teel <onforI%n! to CFN 6376, a&phalt%< plu! to <on&%&t of pol)Ier Io#%Oe# K%tuIenK%n#er, <arefull) &ele<te# &%n!le &%"e a!!re!ate of 06.1 II noI%nal &%"e an# a heatre&%&tant foaI <aulk%n!/Ka<ker ro#, all a& per approve# #raw%n!& an#&pe<%O<at%on&.=Ala&toIer%< FlaK Fteel Axpan&%on o%nt :-rov%#%n! an# la)%n! of an ela&toIer%< &laK&teel expan&%on jo%nt, <ater%n! to r%!ht or &kew :le&& than 63 #e!., Io#eratel)<urve# w%th Iax%IuI hor%"ontal IoveIent upto 13 II, <oIplete a& perapprove# #raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke %n&talle# K) theIanufa<turer/&uppl%er or the%r author%&e# repre&entat%ve en&ur%n! <oIpl%an<e to theIanufa<turerV& %n&tru<t%on& for %n&tallat%on an# <lau&e 6737 of Mo9TH &pe<%O<at%on&for roa# Kr%#!e work&.=
?oIpre&&%on Feal o%nt :-rov%#%n! an# la)%n! of <oIpre&&%on &eal jo%nt <on&%&t%n! of&teel arIoure# no&%n! at two e#!e& of the jo%nt !ap &u%taKl) an<hore# to the #e<k<on<rete an# a preforIe# <hloroprene ela&toIer or <lo&e# <ell foaI jo%nt &ealer
<oIpre&&e# an# Oxe# %nto the jo%nt !ap w%th &pe<%al a#he&%ve K%n#er to <ater for ahor%"ontal IoveIent upto 83 II an# vert%<al IoveIent of 2 II.=
Ftr%p Fea Axpan&%on o%nt -rov% %n! an a)%n! o a &tr%p &ea expan&%on jo%nt<ater%n! to Iax%IuI hor%"ontal IoveIent upto 53 II, <oIplete a& per approve##raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke %n&talle# K) the Ianufa<turer/&uppl%er orthe%r author%&e# repre&entat%ve en&ur%n! <oIpl%an<e to the Ianufa<turerV&%n&tru<t%on& for %n&tallat%on.=Mo u ar Ftr%p / ox Fea o%nt -rov% %n! an a)%n! o a Io u ar &tr%p ox &teeexpan&%on jo%nt %n<lu#%n! an<hora!e <ater%n! to a hor%"ontal IoveIent Ke)on# 53II an# upto 083II, <oIplete a& per approve# #raw%n!& an# &tan#ar#&pe<%O<at%on& to Ke %n&talle# K) the Ianufa<turer/&uppl%er or the%r author%&e#repre&entat%ve en&ur%n! <oIpl%an<e to the Ianufa<turerV& %n&tru<t%on& for%n&tallat%on.=
Mo#ular Ftr%p / ox Feal o%nt :-rov%#%n! an# la)%n! of a Io#ular &tr%p Kox &ealexpan&%on jo%nt <ater%n! to a hor%"ontal IoveIent Ke)on# 083II an# upto603II, <oIplete a& per approve# #raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke
%n&talle# K) the Ianufa<turer/&uppl%er or the%r author%&e# repre&entat%ve en&ur%n!<oIpl%an<e to the Ianufa<turerV& %n&tru<t%on& for %n&tallat%on.=
-rov%#%n! an# la)%n! Koul#er& apron on r%ver Ke# for prote<t%on a!a%n&t &<our w%th&tone Koul#er& we%!h%n! not le&& than 83 k! ea<h <oIplete a& per #raw%n! an#
Te<hn%<al &pe<%O<at%on.
oul#er apron la%# %n w%re <rate& :-rov%#%n! an# la)%n! of Koul#er apron la%# %n w%re<rate& Ia#e w%th 8II #%a DC w%re <onforI%n! to CFN 63 CFN867 %n 033II x033II Ie&h :weave# #%a!onall)= %n<lu#%n! 03 extra for lap& an# jo%nt& la%# w%th&tone Koul#er& we%!h%n! not le&& than 83 k! ea<h.=
?eIent <on<rete Klo<k& :&%"e 3.1 x 3.1 x 3.1 I= :-rov%#%n! an# la)%n! of apron w%th<eIent <on<rete Klo<k& of &%"e 3.1x3.1x3.1 I <a&t %nB&%tu an# Ia#e w%th noI%nalI%x of MB01 !ra#e <eIent <on<rete w%th a I%n%IuI <eIent <ontent of 613 k!/<uIa& per C9?N 60B6333.=
-rov%#%n! an# la)%n! -%t<h%n! on &lope& la%# over prepare# Olter Ie#%a %n<lu#%n!Koul#er apron la%# #r) %n front of toe of eIKankIent <oIplete a& per #raw%n! an#
Te<hn%<al &pe<%O<at%on&
?eIent ?on<rete Klo<k& of &%"e 3.2x3.2 x3.2 I <a&t %n <eIent <on<rete of Dra#eM01
#raw%n! an# Te<hn%<al &pe<%O<at%onDeotext%le %lter :La)%n! of a !eotext%le Olter Ketween p%t<h%n! an# eIKankIent&lope& on wh%<h p%t<h%n! %& la%# to prevent e&<ape of the eIKankIent Iater%althrou!h the vo%#& of the &tone p%t<h%n!/<eIent <on<rete Klo<k& a& well a& to allowfree IoveIent of water w%thout <reat%n! an) upl%ft hea# on the p%t<h%n!.=
Toe prote<t%on :@ toe wall for toe prote<t%on <an e%ther Ke %n #r) ruKKle Ia&onr) %n<a&e of #r) ruKKle p%t<h%n! or p%t<h%n! w%th &tone& %n w%re <rate& or %t <an Ke %n -??M01 noI%nal I%x %f <eIent <on<rete Klo<k have Keen u&e# for p%t<h%n! . 9ate& fortoe wall <an Ke a#opte# froI re&pe<t%ve <lau&e& #epen#%n! upon approve# #e&%!n.
The rate for ex<avat%on for foun#at%on, #r) ruKKle Ia&onr) an# -?? M01 have Keenanal)&e# an# !%ven %n re&pe<t%ve <hapter&.=
-rov%#%n! an# la)%n! loor%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on&la%# over <eIent <on<rete Ke##%n!.
lex%Kle @pron N?on&tru<t%on of Sex%Kle apron 0 I th%<k <oIpr%&%n! of loo&e &toneKoul#er& we%!h%n! not le&& than 83 k! Ke)on# <urta%n wall.DaK%an Ftru<ture for 9eta%n%n! Aarth :-rov%#%n! an# <on&tru<t%on of a !aKa%n&tru<ture for reta%n%n! earth w%th &e!Ient& of w%re <rate& of &%"e 5 I x 2 I x 3.7 Iea<h #%v%#e# %nto 0.1 I <oIpartIent& K) <ro&& nett%n!, Ia#e froI 8 II!alvan%&e# &teel w%re 26 k! per 03 &qI hav%n! I%n%IuI ten&%le &tren!th of 233Mpa <onforI%n! to CFN63 an# !alvan%"%n! <oat%n! <onforI%n! to CFN867, woven%nto Ie&h w%th #ouKle tw%&t, Ie&h &%"e not ex<ee#%n! 033 x 033 II, Olle# w%thKoul#er& w%th lea&t #%Ien&%on of 633 II, all loo&e en#& to Ke t%e# w%th 8 II
!alvan%&e# &teel w%re=Da %an Ftru<ture or Aro&%on ?ontro , 9%ver Tra%n%n! Ror & an -rote<t%on wor &:-rov%#%n! an# <on&tru<t%n! !aKa%n &tru<ture& for ero&%on <ontrol, r%ver tra%n%n!work& an# prote<t%on work& w%th w%re <rate& of &%"e 6 I x 0 I x 3.2 I ea<h #%v%#e#%nto 0I <oIpartIent& K) <ro&& nett%n!, Ia#e froI 8 II !alvan%&e# &teel w%re 26 k! per 03 &qI hav%n! I%n%IuI ten&%le &tren!th of 233 Mpa <onforI%n! to CFN63an# !alvan%"%n! <oat%n! <onforI%n! to CFN867, woven %nto Ie&h w%th #ouKle tw%&t,Ie&h &%"e not ex<ee#%n! 033 II x 033 II, Olle# w%th Koul#er& w%th lea&t#%Ien&%on of 633 II, all loo&e en#& to Ke &e<urel) t%e# w%th 8 II !alvan%&e# &teelw%re.=
07.00 Aprox) Kon#%n! of new <on<rete to ol# <on<rete &qI 596.00
07.06tonne 324298.00
07.02tonne 317064.00
07.08tonne 307773.00
07.01 9epla<eIent of Kear%n!& <oIplete a& per Te<hn%<al &pe<%O<at%on ea<h -VALUE
07.079e<t%O<at%on of Kear%n!& a& per Te<hn%<al &pe<%O<at%on& ea<h -VALUE
07.05 9epla<eIent of Axpan&%on o%nt& <oIplete a& per #raw%n!& Ietre 2312.00
07.0 9epla<eIent of #aIa!e# <on<rete ra%l%n!. Ietre 156.00
07.04 9epla<eIent of <ra&h Karr%er. Ietre 288.00
07.63 9epla<eIent of #aIa!e# I%l# &teel ra%l%n! Ietre 130.00
07.60Ietre 211.00
07.66Ietre 162.00
07.62 9epa%r of &teel 9a%l%n! :9epa%r of &teel ra%l%n! to Kr%n! %t to the or%!%nal &hape= Ietre 291.00
CteIo.
9eIoval of ex%&t%n! <eIent <on<rete wear%n! <oat %n<lu#%n! %t& #%&po&al <oIplete a&per Te<hn%<al &pe<%O<at%on w%thout <au&%n! an) #etr%Iental ePe<t to an) part of theKr%#!e &tru<ture an# reIoval of #%&Iantle# Iater%al w%th all l%ft& an# lea# upto0333I :Th%<kne&& 51 II=
9eIoval of ex%&t%n! a&phalt%< wear%n! <oat <oIpr%&%n! of 13 II th%<k a&phalt%<<on<rete la%# over 06 II th%<k Ia&t%< a&phalt %n<lu#%n! #%&po&al w%th all l%ft an#
-rov%#%n! an# %n&ert%n! n%pple& w%th approve# Ox%n! <oIpoun# after #r%ll%n! hole&for !rout%n! a& per Te<hn%<al &pe<%O<at%on& %n<lu#%n! &uK&equent <utt%n!/reIovalan# &eal%n! of the hole a& ne<e&&ar) of n%pple& after <oIplet%on of !rout%n! w%th?eIent/Apox)
Feal%n! of <ra<k&/porou& <on<rete K) %nje<t%on pro<e&& throu!h n%pple&/Drout%n!<oIplete a& per Te<hn%<al &pe<%O<at%on.
-at<h%n! of #aIa!e# <on<rete &urfa<e w%th pol)Ier <on<rete an# <ur%n!<oIpoun#&, %n%t%ator an# proIoter, ava%laKle %n pre&ent forIulat%on&, to Ke
appl%e# a& per %n&tru<t%on& of Ianufa<turer an# a& approve# K) the An!%neer.Feal%n! of <ra<k / porou& <on<rete w%th Apox) Drout K) %nje<t%on throu!h n%pple&<oIplete a& per <lau&e 632.0.
@ppl)%n! epox) Iortar over lea<he#, hone) <oIKe# an# &palle# <on<rete &urfa<ean# expo&e# &teel re%nfor<eIent <oIplete a& per Te<hn%<al &pe<%O<at%on
9eIoval of #efe<t%ve <on<rete, <lean%n! the &urfa<e thorou!hl), appl)%n! the&hot<rete I%xture Ie<han%<all) w%th <oIpre&&e# a%r un#er pre&&ure, <oIpr%&%n! of<eIent, &an#, <oar&e a!!re!ate&, water an# qu%<k &ett%n! <oIpoun# %n theproport%on a& per <lau&e 635.0., &an# an# <oar&e a!!re!ate& <onforI%n! to CFN 22an# taKle 0 of CFN 4306 re&pe<t%vel), water <eIent rat%o ran!%n! froI 3.21 to 3.13,#en&%t) of !un%te not le&& than 6333 k!/<uI, &tren!th not le&& than 61 Mpa an#workIan&h%p <onforI%n! to <lau&e 635.7.
@ppl)%n! preBpa<ke# <eIent Ka&e# pol)Ier Iortar of &tren!th 81 Mpa at 6 #a)&
for repla<eIent of &palle# <on<rete
-rov%#%n! external pre&tre&&%n! w%th h%!h ten&%le &teel w%re&/&tran#& %n<lu#%n! #r%ll%n!for pa&&a!e of pre&te&&%n! &teel, all a<<e&&or%e& for &tre&&%n! an# &tre&&%n!operat%on an# !rout%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on
-rov%#%n! external pre&tre&&%n! w%th h%!h ten&%le &teel w%re&/&tran#& %n<lu#%n! #r%ll%n!for pa&&a!e of pre&te&&%n! &teel, all a<<e&&or%e& for &tre&&%n! an# &tre&&%n!operat%on an# !rout%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on
-rov%#%n! external pre&tre&&%n! w%th h%!h ten&%le &teel w%re&/&tran#& %n<lu#%n! #r%ll%n!for pa&&a!e of pre&te&&%n! &teel, all a<<e&&or%e& for &tre&&%n! an# &tre&&%n!operat%on an# !rout%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on
9epa%r of <ra&h Karr%er :9epa%r of <on<rete <ra&h Karr%er w%th <eIent <on<rete of MB23 !ra#e K) <utt%n! an# tr%II%n! the #aIa!e# port%on to a re!ular &hape, <lean%n!the area to Ke repa%re# thorou!hl), appl)%n! <eIent <on<rete after ere<t%on ofproper forI work.=9epa%r of 9?? 9a%l%n! :?arr)%n! out repa%r of 9?? M23 ra%l%n! to Kr%n! %t to theor%!%nal &hape.=
?o&t for 733 <uI ( :aUKU<U#Ue=x3.41 JJJRate er u D (aC=CC:Ce) I 0.95 600 1062.88
say 1063.00
'te
1.7
Unit = cum
Taking Output = 670 cum at cus!e location.
a) La=ur
Mate #a) 3.573 01.35 083.71 LB06
!an: %rGen Stne A??re?ates 63 'ina/SiJe
Fuppl) of quarr%e# &tone, han# Kreak%n! %nto <oar&ea!!re!ate 72 II noI%nal &%"e :pa&&%n! 3 II an#reta%ne# on 13 II &%eve= an# &ta<k%n! a& #%re<te#
rus<in? ; Stne A??re?ates 13.2 'ina/SiJe
?ru&h%n! of &tone Koul#er& of 013 II &%"e %n an%nte!rate# &tone <ru&h%n! un%t of 633 tonne& per hour<apa<%t) <oIpr%&%n! of pr%Iar) an# &e<on#ar) <ru&h%n!un%t&, Kelt <onve)or an# v%Krat%n! &<reen& to oKta%n&tone a!!re!ate& of 02.6 II noI%nal &%"e.
0. 33 <uI of &tone Koul#er& are nee#e# to !et 733 <uI of&tone <h%p& of &%"e 02.6 II.
6. 41 per <ent of aKove <o&t w%ll Ke attr%Kute# to thepro#u<t%on of 733 <uI of &tone <h%p& of 02.6 II &%"e an#Kalan<e 1 per <ent to the pro#u<t%on of &tone #u&t wh%<h<oIe& out a& a K)Bpro#u<t.
2. The %nte!rate# &tone <ru&her %n<lu#e& pr%Iar) an#&e<on#ar) <ru&h%n! un%t&.
rus<in? ; Stne A??re?ates 20 'ina/SiJe
?ru&h%n! of &tone Koul#er& of 013 II &%"e %n an%nte!rate# &tone <ru&h%n! un%t of 633 tonne& per hour<apa<%t) <oIpr%&%n! of pr%Iar) an# &e<on#ar) <ru&h%n!un%t&, Kelt <onve)or an# v%Krat%n! &<reen& to oKta%n&tone a!!re!ate& of 63 II noI%nal &%"e.
d) ContractorBs profit $ 0.1 on %a&!&c) 23',Rate for eac tree ' a&!&c&d 1017301
say 1017.00
Ref. toMoRT
Spec.
Remar3s(nput ref.
Cuttin+ of TreesF inc*udin+ cuttin+ of Trun3sF 6rances andRemo#a*
Cuttin of trees inclu!in cuttin of trun)s ranches an! remoal ofstumps roots stac)in of sericeale material ith all lifts an! up to alea! of 1000 metres an! earth fillin in the !epression / pit3
Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres lea! y manual means3
Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres lea! y manual means
Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres
Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres
(oer 0 P ith attachment for remoal of trees & stumps hour 103000 %1%532' %1%523'0 P&M-01'
9ractor-trolley hour 13000 171302 171302 P&M-05%
c) "#eread car+es $ 0.1 on %a&!) %22,31%
d) ContractorBs profit $ 0.1 on %a&!&c) %5'37'Rate per ectare ' a&!&c&d %0%,31
say 3"036.00
Clearin rass an! remoal of ruish up to a !istance of 50 metresoutsi!e the periphery of the area 3
Clearin an! ruin roa! lan! inclu!in uprootin ran) eetationrass ushes shrus saplins an! trees irth up to %00 mm remoalof stumps of trees cut earlier an! !isposal of unsericeale materialsan! stac)in of sericeale material to e use! or auctione! up to alea! of 1000 metres inclu!in remoal an! !isposal of top oranic soil
(ismantlin of e"istin structures li)e culerts ri!es retainin allsan! other structure comprisin of masonry cement concrete oo!
or) steel or) inclu!in 9&P an! scaffol!in hereer necessarysortin the !ismantle! material !isposal of unsericeale material an!stac)in the sericeale material ith all lifts an! lea! of 1000 metres
(ismantlin of cement concrete paement y mechanical meansusin pneumatic tools rea)in to pieces not e"cee!in 0302 cum inolume an! stoc) pilin at !esinate! locations an! !isposal of!ismantle! materials up to a lea! of 1000 metres stac)in sericealean! unsericeale materials separately
Air compressor 250 cfm ith to lea!s for pneumatic cutters/hammers 1 cum per hour
9he aoe analysis is for remoal of complete paement3 :n case full!epth repair or) is re*uire! to e !one after !ismantlin proision ofa concrete cuttin an! sain machine may e a!!e! for 0325 hours3
(ismantlin uar! rails y manual means an! !isposal of !ismantle!material ith all lifts an! up to a lea! of 1000 metres stac)insericeale materials an! unsericeale materials separately3
(ismantlin )er stone y manual means an! !isposal of !ismantle!material ith all lifts an! up to a lea! of 1000 metre
(ismantlin )er stone channel y manual means an! !isposal of!ismantle! material ith all lifts an! up to a lea! of 1000 metre
(ismantlin of )ilometre stone inclu!in cuttin of earth foun!ationan! !isposal of !ismantle! material ith all lifts an! lea! upto 1000 man! ac) fillin of pit3
2.19 202 Remo#a* of Cement Concrete ipe of Se,er 4utter
Unit = unning mete
(ismantlin of are! ire fencin/ ire mesh fencin inclu!in postsfoun!ation concrete ac) fillin of pit y manual means inclu!in!isposal of !ismantle! material ith all lifts an! up to a lea! of 1000metres stac)in sericeale material an! unsericeale materialseparately3
(ismantlin of C: ater pipe line ,00 mm !ia inclu!in !isposal ithall lifts an! lea! upto 1000 metres an! stac)in of sericeale materialan! unsericeale material separately un!er superision of concerne!!epartment
9he rate analysis !oes not inclu!e any e"caation in earth or!ismantlin of masonry or)s hich are to e measure! an! pai!separately3
;emoal of cement concrete pipe of seer utter 1500 mm !ia un!erthe superision of concerne! !epartment inclu!in !isposal ith all
lifts an! up to a lea! of 1000 metres an! stac)in of sericeale an!unsericeale material separately ut e"clu!in earth e"caation an!!ismantlin of masonry or)s3
2.1- 202 Remo#a* of Te*epone ( /*ectric o*es and ines
Unit = eac!
Taking output = 30 9os
a& a/ou
Mate !ay 03'0 15307 3% 4-12
Ma!oor !ay 103000 177307 1770370 4-1%
6lectrician/4ineman !ay 23000 2%'32 ',35 4-02
!) Macinery
9ractor-trolley hour 13500 171302 25,35% P&M-05%
c) "#eread car+es $ 0.1 on %a&!) 253',
d) ContractorBs profit $ 0.1 on %a&!&c) 2'3%1
Cost for %0 poles K a@@c@! %1273'2
Rate per po*e ' %a&!&c&d)(90 10'325
say 104.00
9he rate analysis !oes not inclu!e any e"caation in earth or!ismantlin of masonry or)s hich are to e measure! an! pai!separately3
;emoal of telephone / 6lectric poles inclu!in e"caation an!!ismantlin of foun!ation concrete an! lines un!er the superision ofconcerne! !epartment !isposal ith all lifts an! up to a lea! of 1000metres an! stac)in the sericeale an! unsericeale materialseparately
6"caation for roa!or) in soil ith hy!raulic e"caator of03 cum uc)et capacity inclu!in cuttin an! loa!in intippers trimmin ottom an! si!e slopes in accor!ance ithre*uirements of lines ra!es an! cross sections an!transportin to the eman)ment location ithin all lifts an!lea! upto 1000m #inclu!in ;oyalty ;s3 2'300 per cumut e"clu!in aterin rollin & compaction$
y!raulic e"caator 03 cum uc)et capacity ,0cum per hour
/ca#ation in "rdinary Roc3 usin+ ydrau*ic /ca#atorC5?<0 and Tippers ,it Disposa* upto 1000 metres.
6"caation for roa!ay in or!inary roc) ith hy!raulice"caator of 03 cum uc)et capacity inclu!in cuttin an!loa!in in tippers transportin to eman)ment site ithin alllifts an! lea! upto 1000 m trimmin ottom an! si!e slopesin accor!ance ith re*uirements of lines ra!es an! crosssections #inclu!in ;oyalty ;s3 2'300 per cum ute"clu!in aterin rollin & compaction$
y!raulic 6"caator 030 cum uc)et capacity %,cum per hour
:n case laste! roc) is use! to the contractor aainstpayment for constructe! or) the cost of carriae shall ere!uce! to that e"tent3
6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!other !eleterious matter !ressin of si!es an! ottomac)fillin the e"caation earth to the e"tent re*uire! an!utilisin the remainin earth locally for roa! or)3
Cost of !eaterin may e a!!e! here re*uire! upto 10per cent of laour cost Assessment for !eaterin shall ema!e as per site con!itions33
Cost of !eaterin upto 5 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall e
ma!e as per site con!itions33
Cost of !eaterin upto 10 per cent of laour cost may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions33
9ipper 535 cum capacity ' trips per hour3 hour 03'50 7%300 %235 P&M-0'
c) Materia*+electe! earth for refillin cum 53000 25310 125350 M-1,%
d) "#eread car+es $ 0.1 on %a&!&c) 11'351
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1253,
Cost for 10 cum K a@@c@!@e 1%535%
Rate per cum ' %a&!&c&d&e)(10 1%355
say 13".00
Note
9.1- 90.-.9
13 Cost of !eaterin upto 5 per cent of #a@$ may ea!!e! here re*uire! Assessment for !eaterin shall ema!e as per site con!itions3
23:n case of roc) foun!ation eyon! % m is not !u an!hence not inclu!e!3
13 Cost of !eaterin %0 per cent of #a$ may e a!!e! here re*uire! Assessment for !eaterin shall e ma!e asper site con!itions3
23 +horin & struttin 20 per cent of #a$ here re*uire! maye a!!e!
%3 :t is assume! that Marshy +oil ill e aailale upto % m!epth only3 .or !eeper e"caation elo % m !epth referanalysis in item #i$ to #i$ for or!inary soil
y!raulic e"caator 130 cum uc)et capacity ,0cum per hour
13 Cost of !eaterin 20 per cent of #a@$ may ea!!e! here re*uire!
23 +horin & struttin 10 per cent of #a@$ herere*uire! may e a!!e!
%3 :t is assume! that Marshy +oil ill e aailale upto % m
!epth only3 .or !eeper e"caation elo % m !epth referanalysis in item #i$ to #i$ for or!inary soil
Scarifyin+ /istin+ 4ranu*ar Surface to a Dept of 0
8iratory roller -10 tonnes 100 cum per hour hour 13000 177300 177300 P&M-05
c) Materia*
Cost of ater 4 2'3000 1,7307 '003,' M-1
d) "#eread car+es $ 0.1 on %a&!&c) 10'1325
e) ContractorBs profit $ 0.1 on %a&!&c&d) 11'53%7
;ate for 100 cum K a@@c@!@e 125307
Rate per cum ' %a&!&c&d&e)(100 1253
say 1#6.00
Note
9.1> 90 Construction of Su!+rade and /arten Sou*ders
Unit = cum
Taking output = 100 cuma) a!our
Mate !ay 030'0 15307 73'0 4-12
Ma!oor !ay 13000 177307 177307 4-1%
Compensation & ;oyalty for earth ta)en from priatelan!
Compensation for earth ill ary from place to place an! illhae to e assesse! realistically as per particular roun!situation3 :n case earth is aailale from Got3 lan!compensation for earth ill not e re*uire!3 9he position isre*uire! to e clearly state! in the cost estimate3
Construction of /m!an3ment ,it Materia* Deposited
from Road,ay Cuttin+
Construction of eman)ment ith approe! materials!eposite! at site from roa!ay cuttin an! e"caation from!rain an! foun!ation of other structures ra!e! an!compacte! to meet re*uirement of tale %00-23
:n case the earth cuttin is !one y !oer an! pushe! forfillin in the eman)ment the input of !oer in the cost ofeman)ment shall e !elete! as the same is alrea!yproi!e! in the cost of e"caation3 oeer if the earth is!umpe! y tippers from roa!ay cuttin the input of !oerfor sprea!in is re*uire! to e proi!e!3
Construction of su-ra!e an! earthen shoul!ers ithapproe! material otaine! from orro pits ith all lifts &lea!s transportin to site sprea!in ra!in to re*uire!slope an! compacte! to meet re*uirement of tale Io3%00-2
y!raulic e"caator1 cum uc)et capacity ,0 cumper hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
4oosenin of the roun! upto a leel of 500 mm elo thesu-ra!e leel atere! ra!e! an! compacte! in layers tomeet re*uirement of tale %00-2 for su-ra!e construction3
4oosenin leelin an! Compactin oriinal roun!supportin eman)ment to facilitate placement of first layerof eman)ment scarifie! to a !epth of 150 mm mi"e! ith
ater at >MC an! then compacte! y rollin so as toachiee minimum !ry !ensity as ien in 9ale %00-2 foreman)ment construction3
Cost of ater 4 2'3000 1,7307 '003,' M-1d) "#eread car+es $ 0.1 on %a&!&c) 173,
e) ContractorBs profit $ 0.1 on %a&!&c&d) 21,3''
Cost for ,00 cum K #a@@c@!@e$ 2'0503
Rate per sqm ' %a&!&c&d&e)(800 '030
say 40.00
9.20 90 Strippin+ and Storin+ Top Soi*
Unit = cum
Taking output = 10 cum
a) a!our
Mate !ay 03200 15307 %7301 4-12
Ma!oor !ay 53000 177307 53%5 4-1%
!) Macinery
(oer 0 P 100 cum per hour hour 03100 %1%532' %1%352 P&M-01'
c) "#eread car+es $ 0.1 on %a&!) 12%35
d) ContractorBs profit $ 0.1 on %a&!&c) 1%535
Cost for 10 cum K #a@@c@!$ 1'53'2
Rate per cum ' %a&!&c&d)(10 1'35'
say 150.00
9.21
Unit = cum
Taking output = 300 cum
a) a!our
Mate !ay 0300 15307 1'31 4-12
Ma!oor !ay 23000 177307 %5'31' 4-1%
!) Macinery
(oer 0 P hour ,3000 %1%532' 1113'' P&M-01'
c) "#eread car+es $ 0.1 on %a&!) 1130'
d) ContractorBs profit $ 0.1 on %a&!&c) 2103'
Cost for %00 cum K #a@@c@!$ 2%20327
Rate per cum ' %a&!&c&d)(900 773%,
say 77.00
9.22 90= Turfin+ ,it Sods
Unit = s$m
Taking output = 100 s$m
a) a!our
Mate !ay 03120 15307 22321 4-12
+trippin storin of top soil y roa! si!e at 15 m internal an!re-application on eman)ment slopes cut slopes an! otherareas in localities here the aailale eman)ment materialis not con!ucie to plant roth3
Strippin+F Storin+ and Re?*ayin+ Top Soi* from 6orro,7reas in 7+ricu*ture Aie*ds.
+trippin of top soil from orro areas locate! in ariculturefiel!s storin at a suitale place sprea!in an! re-layinafter ta)in the orro earth to maintain fertility of thearicultural fiel! finishin it to the re*uire! leels an!satisfaction of the farmer3
.urnishin an! layin of the lie so!s of perennial turfformin rass on eman)ment slope eres or otherlocations shon on the !rain or as !irecte! y theenineer inclu!in preparation of roun! fetchin of so!san! aterin3
+lu!e/.arm yar! manure 031 cum per 100 s*m cum 03'%0 523,5 2273%2 M-1,7
Bitumen 6mulsion litre 553200 '5350 25%032 M-077
=ute nettin open eae 235 cm s*uare openin s*m 2,'3000 2371 750372 M-121
Cost of ater for % months 4 '3000 1,7307 1'0%%37% M-1
d) "#eread car+es $ 0.1 on %a&!&c) 22,3'2
e) ContractorBs profit $ 0.1 on %a&!&c&d) %1030,
Cost for 2'0 s*m K a@@c@!@e %'13,%
Rate per sqm ' %a&!&c&d&e)(2-0 1'2350
say 14#.00
9.2- 90< Surface Drains in Soi*
Unit = mete
Taking output = 10 metes
7 Mecanica* means
a) a!our
Mate !ay 03010 15307 135 4-12
Ma!oor for !ressin of e! an! si!e of !rain !ay 03250 177307 ''327 4-1%
!) Macinery
hour 03%%0 151,3%2 5003% P&M-02,
.arm yar! manure 031 cum per 100 s*m at site of or)
Preparation of see! e! on preiously lai! top soilfurnishin an! placin of see!s fertilier mulchin materialapplyin ituminous emulsion at the rate of 032% litres pers*m an! layin an! fi"in ute nettin inclu!in aterin for% months all as per clause %03
<ater tan)er , 4 capacity inclu!in aterin for %months
Construction of unline! surface !rains of aerae crosssectional area 03'0 s*m in soil to specifie! lines ra!esleels an! !imensions to the re*uirement of clause %01 an!%03 6"caate! material to e use! in eman)ment ithin alea! of 50 metres #aerae lea! 25 metres$
y!raulic 6"caator 03% cum uc)et capacity %0metres per hour
Ma!oor for !ressin of e! an! si!e of !rain !ay 03500 177307 35' 4-1%
!) Macinery
hour 03,70 151,3%2 10153% P&M-02,
c) "#eread car+es $ 0.1 on %a&!) 11032
d) ContractorBs profit $ 0.1 on %a&!&c) 12130
Cost for 10 metres K a@@c@! 1%'03
Rate per metre ' %a&!&c&d)(10 1%'30
say 134.00
9.2 6 Manua* Means
a) a!our
Mate !ay 03120 15307 22321 4-12
Ma!oor !ay %3000 177307 5%1321 4-1%
!) "#eread car+es $ 0.1 on %a) 553%'
c) ContractorBs profit $ 0.1 on %a&!) ,03
Cost for 10 metres K a@@c ,,3,'
Rate per metre ' %a&!&c)(10 ,,3,
say 67.00
9.28 90< Surface Drains in ard Roc3
9.2= 90< Su!?Surface Drains ,it erforated ipe
<here linin of !rain is proi!e! *uantity shall e or)e!out ase! on approe! !esin an! !rain an! price! on
rate of cement concrete of approe! ra!e or stone/ric)masonry as the case may e3
Construction of unline! surface !rain of aerae crosssectional area 03' s*m in or!inary roc) to specifie! linesra!es leels an! !imensions as per approe! !esin an!to the re*uirement of clause %01 to %03 6"caate! materialto e use! in eman)ment at site3
y!raulic 6"caator 03% cum uc)et capacity 15metres per hour
;ate per metre may e or)e! out ase! on *uantity ofhar! roc) as per !esin3
.or rate of har! roc) cuttin refer releant item in this
Crushe! stone as per tale %00-% cum 13%50 ,1%300 27355 M-012
c) "#eread car+es $ 0.1 on %a&!) 103,
d) ContractorBs profit $ 0.1 on %a&!&c) 1203,5
Cost for 10 metres K a@@c@! 1%27320
Rate per metre ' %a&!&c&d)(10 1%2372
say 133.00
9.2< 90< Under+round Drain at /d+e of a#ement
Unit = ?unning mete
Taking output = one mete
a$ 6arthor) in soi l cum 13500 '%300 ,'350
$ ;CC or) M-20 cum 03'5 ',2'300 223
Rate per metre ' %a&!) 2%5%3%
say #353.00
Construction of susurface !rain ith perforate! pipe of 100mm internal !iameter of metal/ asestos cement/ cementconcrete/P8C closely ointe! perforations ranin from %mm to , mm !epen!in upon sie of material surroun!inthe pipe ith 150 mm e!!in elo the pipe an! %00 mmcushion aoe the pipe cross section of e"caation '50 "550 mm3 6"caate! material to e utilise! in roa!ay at site3
Perforate! pipe of cement concrete internal !ia 100mm
9ype of pipe may e mo!ifie! !epen!in upon proision in!esin3
Construction of areate su surface !rain %00 mm " '50mm ith areates conformin to tale %00-' e"caate!material to e utilise! in roa!ay3
Construction of an un!erroun! !rain 1 m " 1 m #insi!e!imensions$ line! ith ;CC-20 cm thic) an! coere! ith;CC sla10 cm in thic)ness on uran roa!s3
:tem Io3%31%
:tem 123#C$ ;CC
;ates for these items may e ta)en from chapters on earth or) an! sustructures respectiely3
<ater tan)er , 4 one trip per hour hour %3000 11132' %%%372 P&M-0,0
c) Materia*
Cost of ater 4 13000 1,7307 %00732% M-1d) "#eread car+es $ 0.1 on %a&!&c) ,,5372
e) ContractorBs profit $ 0.1 on %a&!&c&d) 7%232
Cost for %500 s*m K a@@c@!@e 05531
Rate per sqm ' %a&!&c&d&e)(900 23%0
say #.00
9.91 919 Construction of Roc3 fi** /m!an3ment
Unit = cum
Taking output = 100 cum
a) a!our
Mate !ay 030'0 15307 73'0 4-12
Ma!oor !ay 13500 177307 2,53,1 4-1%
!) Macinery
(oer 0 P for sprea!in 200 cum per hour hour 03500 %1%532' 15,73,2 P&M-01'
8iratory roa! roller -10 tonnes 100 cum per hour hour 13000 177300 177300 P&M-05
<ater tan)er , 4 one trip per hour hour 23000 11132' 2223' P&M-0,0
c) Materia*Cost of ater 4 123000 1,7307 200'32 M-1
d) "#eread car+es $ 0.1 on %a&!&c) 5'3,
e) ContractorBs profit $ 0.1 on %a&!&c&d) ,'%31,
Cost for 100 cum K a@@c@!@e 707'37
Rate per cum ' %a&!&c&d&e)(100 70375
say 71.00
Note
/7RT H"R5 "N R"7D9.92 901 /ca#ation in i** 7rea in Soi* !y Mecanica* Means
Preparation an! surface treatment of formation y remoinmu! an! slurry aterin to the e"tent nee!e! to maintainthe !esire! moisture content trimmin to the re*uire! linera!e profile an! rollin ith -10 tonne smooth heele!
roller complete as per clause %103
Construction of roc) fill eman)ment ith ro)en har! roc)framents of sie not e"cee!in %00 mm lai! in layers note"cee!in 500 mm thic) inclu!in fillin of surface oi!s ithstone spalls lin!in top layer ith ranular material rolle!
ith iratory roa! roller all complete as per clause %1%3
:t is assume! that roc) is aailale locally at site fromroa!ay cuttin3 :n case portion of the roc) re*uiresrea)in to acceptale sie of %00 mm rea)in chares
ill hae to e a!!e!3
6"caation in soil in hilly area y mechanical meansinclu!in cuttin an! trimmin of si!e slopes an! !isposinof e"caate! earth ith all lifts an! lea! upto 1000 metres3
Ma!oor for trimmin slopes an! helpin in e"caationetc3
:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth shall e !ispose! off on the alley si!e3
/ca#ation in i**y 7rea in "rdinary Roc3 !y Mecanica*Means not Requirin+ 6*astin+.
6"caation in hilly area in or!inary roc) not re*uirin lastiny mechanical means inclu!in cuttin an! trimmin ofslopes an! !isposal of cut material ith all lift an! lea! upto1000 metres3
:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth can e !ispose! off on the alley si!e3
/ca#ation in i**y 7reas in ard Roc3 Requirin+6*astin+
6"caation in hilly areas in har! roc) re*uirin lastin ymechanical means inclu!in trimmin of slopes an! !isposalof cut material ith all lifts an! lea! upto 1000 metres3
Air compressor 250 cfm ith to ac) hammer 20cum per hour
6lectric (etonators 1 (etonator for 2 Gelatine stic)sof 125 ms each
:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth can e !ispose! off on the alley si!e3
:n case of hill roa!s the altitu!e effect comes into play3 9heoutput of men an! machines !ecreases proressiely after2100 m eleation lea!in to increase in cost 3 ih altitu!eeffect has een e"plaine! in the asic approach3
9he cost of earth or) in uran roa!s inhaite! area ill e
comparatiely hiher !ue to folloin reasonsEa$ 9here is mi"e! traffic on uran roa!s li)e slo moinhan! an! animal !rien carts ric)shas cycles to/ three
heeler apart from the usual ehicular traffic resultin intotraffic ams3 9his causes loss of or)in time hich may ein the rane of 10 -15 per cent
$ 9here is consi!erale !isruption of traffic a!erselyaffectin the efficiency of the or)in parties inclu!inmachines !ue to conestion cause! y pe!estrian trafficlocal roa! si!e en!ers par)in of ehicles y the roa! si!eencroachments y the shop)eepers an! local shops homa)e use of the erms of the roa! in front of these shopsan! unauthorise! conersion of roa! erms into mini localmar)et 9he output of manpoer an! machines is
sustantially re!uce! !ue to factors mentione! aoe3
c$ Cost of liin in uran areas is comparatiely moreresultin into hiher aes3
!$ At times or) is e"ecute! !urin niht time !ue toheay traffic !urin !ay time3 9his inoles e"tra e"pen!iturey ay of ma)in arranement for lihtin an! specialtransport for or)in parties !ue to o!! hour
:n the liht of aoe the authorities enae! in preparinthe cost estimates may e"ercise their u!ment an! cater forthe a!!itional cost to the e"tent of 2 to % per cent )eepin inie the seerity of factors mentione! aoe3 +upportin!etails for the e"tra cost ase! on the actual con!itions inspecific cases ill hae to ie in ustification3
Su++est
i#e
/m!an3ment Construction ,it A*yas(ond as
a#ai*a!*e from coa* or *i+nite !urnin+ Terma* *ants as ,aste materia*.
Construction of eman)ment ith .lyash conformin to tale1 of :;CE +PE 5 - 2001 otaine! from coal or linite urninthermal poer stations as aste material sprea! an!compacte! in layer of 200mm thic)ness each at >MC all asspecifie! in :;CE +PE 5-2001 an! as per approe! plans3
y!raulic 6"caator 03 cum uc)et capacity ,0cum/hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriaefor loa!in an!
unloa!in
13As flyash is aailale free of cost as aste material from9hermal Plants cost of material has not een a!!e!3
239he earth coer on si!es an! interme!iate layers of earthsan!ichin the flyash hae not een inclu!e! in thisanalysis3 9he same are re*uire! to e proi!e! as perapproe! !esin an! price! separately as eman)mentconstruction3
Construction of ranular su-ase y proi!in close ra!e!Material mi"in in a mechanical mi" plant at >MC carriae ofmi"e! Material to or) site sprea!in in uniform layers ithmotor ra!er on prepare! surface an! compactin ithiratory poer roller to achiee the !esire! !ensity completeas per clause '01
c) Materia*Close ra!e! Granular su-ase Material as per tale '00-1
Aor 4radin+? Materia*
5% mm to 35 mm 50 per cent cum 123000 7'5300 1'%0'0300 M-01%
35 mm to 23%, mm 20 per cent cum 7,3000 ,%035 '72'37, M-017
23%, mm elo %0 per cent cum 1153200 %%300 '527%3,0 M-020
Cost of ater 4 13000 1,7307 %00732% M-1
"R
Aor 4radin+? Materia*
2,35 mm to 35 mm %5 per cent cum 1%'3'00 00300 107520300 M-015
35 mm to 23%, mm 25 per cent cum ,3000 ,%035 ,05%,35' M-017
23%, mm elo '0 per cent cum 15%3,00 %%300 ,0%,'30 M-020
Cost of ater 4 13000 1,7307 %00732% M-1
"R
Aor 4radin+? Materia*
35 mm to '375 mm %5 per cent cum 1%'3'00 70'320 ',''3,1 M-01,
'375 mm to 23%, mm 1235 per cent cum '3000 '1300 2%0300 M-01
23%, mm elo 5235 per cent cum 2013,00 %%300 72230 M-020
Cost of ater 4 13000 1,7307 %00732% M-1
-.16 %i) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 270%735'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 27'132
Cost for %00 cum K a@@c@!@e %2715'322
Rate per cum ' %a&!&c&d&e)(900 100351
say 10"1.00
-.16 %ii) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 2,2553'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 213'2
Cost for %00 cum K a@@c@!@e %17,53,2
Rate per cum ' %a&!&c&d&e)(900 1053
say 105".00
-.16 %iii) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 2%103'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 25'203%
Cost for %00 cum K a@@c@!@e 27,2311
Rate per cum ' %a&!&c&d&e)(900 %2310
say "3#.00
Note
-.2 -01
Any one of the ra!in for material may e a!opte! as per!esin
Construction of ranular su-ase y proi!in close ra!e!material sprea!in in uniform layers ith motor ra!er onprepare! surface mi"in y mi" in place metho! ith rotaatorat >MC an! compactin ith iratory roller to achiee the
!esire! !ensity complete as per clause '01
Any one of the ra!in for material may e a!opte! as per!esin
5% mm to 2,35 mm %5 per cent cum 1%'3'00 ,,235' 0'531 M-022,35 mm to '375 mm '5 per cent cum 172300 71131% 122%3'' M-02,
23%, mm elo 20 per cent #Coarse +an!$ cum 7,300 2%300 1%55320 M-022
Cost of ater 4 13000 1,7307 %00732% M-1
"R
Aor 4radin+? Materia*
2,35 mm to '375 mm 75 per cent cum 23000 71131% 20'0537% M-02,
23%, mm elo 25 per cent cum ,3000 2%300 22''300 M-022
Cost of ater 4 13000 1,7307 %00732% M-1
"R
Aor 4radin+? Materia*
35 mm to '375 mm ,, per cent cum 2553000 7'%30 1',3% M-025
23%, mm elo %' per cent cum 123000 2%300 %0%1300 M-022
Cost of ater 4 13000 1,7307 %00732% M-1
-.2 %i) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 2,1%131
e) ContractorBs profit $ 0.1 on %a&!&c&d) 27''3
Cost for %00 cum K a@@c@!@e %1,1'3,
Rate per cum ' %a&!&c&d&e)(900 105%3
say 1054.00
-.2 %ii) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 2573%2
e) ContractorBs profit $ 0.1 on %a&!&c&d) 2',,31,
Cost for %00 cum K a@@c@!@e %1%12737%
Rate per cum ' %a&!&c&d&e)(900 10'%37,
say 1044.00
-.2 %iii) Rate per cum for +radin+? Materia*
d) "#eread car+es $ 0.1 on %a&!&c) 251%531'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 27,'3,,
Cost for %00 cum K a@@c@!@e %0'1%5325
Rate per cum ' %a&!&c&d&e)(900 101%37
say 1014.00
Note
-.9 -02 ime Sta!i*isation for mpro#in+ Su!?+rade
Unit = cum
Taking output = 300 cum %5#5 tonne&
Construction of ranular su-ase y proi!in coarse ra!e!material sprea!in in uniform layers ith motor ra!er onprepare! surface mi"in y mi" in place metho! ith rotaatorat >MC an! compactin ith iratory roller to achiee the!esire! !ensity complete as per clause '013
.or coarse ra!e! Granular su-ase Materials per tale '00-2
Any one of the ra!in for material may e a!opte! as per!esin
4ayin an! sprea!in aailale soil in the su-ra!e on a
prepare! surface pulerisin mi"in the sprea! soil in place ith rotaator ith % per cent sla)e! lime hain minimumcontent of 70 per cent of Ca> ra!in ith motor ra!er an!compactin ith the roa! roller at >MC to the !esire! !ensityto form a layer of improe! su ra!e
9ipper for carriae of soil tonne3)m 525 " 4 23, 1'0,31,
1'03,2
Motor Gra!er 110 P 50 cum per hour hour ,3000 251300 1511'300 P&M-0%2
9ractor ith ripper an! rotaator attachments ,0 cumper hour for rippin an! 25 cum per hour for mi"in
9houh iratory roller is re*uire! only for % hours as pernorms ut the same has to e aailale at site for , hours asother machines for sprea!in an! mi"in ill ta)e , hours3 9heusae rates of roller hae een multiplie! ith a factor of 03,53
Proi!in layin an! sprea!in soil on a prepare! su ra!epulerisin mi"in the sprea! soil in place ith rotaator ith% per cent sla)e! lime ith minimum content of 70 per centof Ca> ra!in ith motor ra!er an! compactin ith theroa! roller at >MC to achiee at least per cent of the ma"!ry !ensity to form a layer of su ase3
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
9ractor ith ;otaato r an! la!e 25 cum pe r hou r hour 123000 2273 27%'35, P&M-05'
Proi!in layin an! sprea!in soil on a prepare! su ra!epulerisin a!!in the !esine! *uantity of cement to thesprea! soil mi"in in place ith rotaator ra!in ith themotor ra!er an! compactin ith the roa! roller at >MC toachiee the !esire! unconfine! compressie strenth an! toform a layer of su-ase/ase3
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
Cement Treated Crused Roc3 or com!ination as perc*ause -09.2 and ta!*e -00.-in Su! !ase( 6ase
Proi!in layin an! sprea!in Material on a prepare! sura!e a!!in the !esine! *uantity of cement to the sprea!Material mi"in in place ith rotaator ra!in ith the motorra!er an! compactin ith the roa! roller at >MC to achieethe !esire! unconfine! compressie strenth an! to form alayer of su-ase/ase3
Quantity of cement assumed as - per cent of quantity ofcrused roc3 !y ,ei+t.
c) Materia* % Refer ta!*e -00 ? =F > G < )-.<7 %i) 4radin+?
7++re+ate
cum '%53,00 ',53%7 20271'3' M-0%
Stone Screenin+
cum 73200 ,2'300 ,0,5230 M-0'2
"R
cum 103000 113,' 12213%5 M-007
6indin+ materia*cum 2300 113,' %''53, M-007
Cost of ater 4 1''3000 1,7307 2'05732 M-1
-.<7 %i) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*d) "#eread car+es $ 0.1 on %a&!&c) 253''
Construction of inerte! cho)e y proi!in layin sprea!inan! compactin screenin B type/ coarse san! of specifie!ra!e in uniform layer on a prepare! surface ith motor ra!eran! compactin ith poer roller etc
Proi!in layin sprea!in an! compactin stone areatesof specific sies to ater oun! maca!am specificationinclu!in sprea!in in uniform thic)ness han! pac)in rollin
ith % heele! steel/ iratory roller -10 tonnes in staes toproper ra!e an! camer applyin an! roomin re*uisitetype of screenin/ in!in Materials to fill up the interstices ofcoarse areate aterin an! compactin to the re*uire!!ensity3
Gra!in-: 0 mm to '5 mm 1321cum per 10 s*m forcompacte! thic)ness of 100 mm
9ype A 1%32 mm for +radin+? 0327 cum per 10 s*m
Crushale type such as Moorum or Grael for+radin+? 03%0 cum per 10 s*m
Bin!in Material 030cum per 10 s*m for ra!in :material
Bin!in Material 030,cum per 10 s*m for ra!in ::material
As three heele! smooth rollers are also ery commonlyuse! the same has een proi!e! as an alternatie3
Brea)in an! crushin of material otaine! y rea)in!amae! cement concrete slas to sie rane not e"cee!in75 mm as specifie! in tale '0037 transportin the areatesotaine! from rea)in of cement concrete slas at a lea! of 4)m3 layin an! compactin the same as su ase/ asecourse constructe! as <BM to clause '0' e"cept the use ofscreenin or in!in Material3
Ma!oor for crushin ro)en cement concretepaement/slas into areate
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
13 :t is assume! that !ismantlin of concrete sla/paementhas een consi!ere! separately3 ence same is not a!!e! inthis analysis3 >nly laour for crushin the !ismantle! sla intoareate has een a!!e!3 Carriae from stoc) pile to or)site has een proi!e! ith a lea! of 4 )m3
23 :n case of rea)in of slas is !one locally ithoutinolement of transportation the proision of tipper front en!
loa!er an! loa!in/unloa!in chares may e !elete!3%3 As three heele! smooth steel rollers are commonly in usethe same has een proi!e! as an alternatie3
enetration Coat "#er Top ayer of Crused CementConcrete 6ase
+prayin of itumen oer cleane! !ry surface of crushe!cement concrete ase at the rate of 25 ) per 10 s*m y aitumen pressure !istriutor sprea!in of )ey areates atthe rate of 031% cum per 10 s*m y a mechanical ritter an!rollin the surface as per clause 50,3%3
9houh iratory roller is re*uire! only for % hours as pernorms the same is re*uire! to e aailale at site for , hoursto match ith other machines3 9he usae rates of iratoryroller may e multiplie! ith a factor of 03,53
Proi!in layin sprea!in an! compactin ra!e! stoneareate to et mi" maca!am specification inclu!in
premi"in the Material ith ater at >MC in mechanical mi"plant carriae of mi"e! Material y tipper to site layin inuniform layers ith paer in su- ase / ase course on ellprepare! surface an! compactin ith iratory roller toachiee the !esire! !ensity3
Plate Compactor %35 cum per hour hour ,3000 1'23 5735 P&M-0,
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
13 9houh iratory roller is re*uire! only for % hours as pernorms the same is re*uire! to e aailale at site for , hoursto match ith other machines3 9he usae rates of iratoryroller may e multiplie! ith a factor of 03,5
23 As three heele! smooth steel rollers are commonly in usethe same has een proi!e! as an alternatie hich can euse! if the thic)ness of in!ii!ual layer !oes not e"cee! 100mm3
Construction of Median and s*and ,it Soi* Ta3en fromRoad,ay Cuttin+
Construction of Me!ian an! :slan! aoe roa! leel ithapproe! material !eposite! at site from roa!ay cuttin an!e"caation for !rain an! foun!ation of other structuressprea! ra!e! an! compacte! as per clause '07
9his analysis proi!es for me!ian an! islan! ith earthen top3:n case the surface is re*uire! to e turfe! or plante! ithshrus the same is re*uire! to e proi!e! separately as peranalysis ien in the chapter on horticulture3 :n case ranularfill is re*uire! to e pae! *uantities of pain are re*uire! toe calculate! as per approe! !esin an! pai! separately3
Construction of Median and s*and ,it Soi* Ta3en from6orro, 7reas
Construction of me!ian an! :slan! aoe roa! leel ithapproe! material rouht from orro pits sprea! slope!an! compacte! as per clause '07
Concrete mi"er 03'/032 cum per hour hour ,3000 2113, 127030 P&M-00
c) Materia*
i) Aor 4ranu*ar su! !ase materia*
5% mm to 2,35 mm %5 per cent cum 20370 ,,235' 1%77'32 M-02
2,35 mm to '375 mm '5 per cent cum 2,37%0 71131% 10035% M-02,
23%, mm elo 20 per cent cum 1130 2%300 2%3%2 M-022
ii) Aor cement concrete +rade M1=. cum
Areate 12 mm crushe! 03 cum of concrete cum ,3750 75,300 510%300 M-052
+an! 03'5 cum/cum of concrete cum %3%0 20%375 ,3, M-005
Cement tonne 130 573'7 10'321 M-01
iii) Aor cement p*aster 1@9
+an! cum %3'0 20%375 723'2 M-005
Cement tonne 13%0 573'7 105'37' M-01
i#) re?cast cement concrete ti*es
9iles sie %00 " %00 mm an! 25 mm thic) each %%003000 2%31 7,',3%, M-1'
#) RCC pipes
Pipes 200 mm !ia235 m lon for !rainae metre 223500 12'3,5 20'352 M-1%7
i$ Cost of ater 4 123000 1,7307 200'32 M-1
d) "#eread car+es $ 0.1 on %a&!&c) 15'%037
y!raulic 6"caator130 cum uc)et capacity ,0 cumper hour
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of transportation to coer costof loa!in an! unloa!in
9his analysis proi!es for me!ian an! islan! ith earthen top3:n case the surface is re*uire! to e turfe! or plante! ithshrus the same is re*uire! to e proi!e! separately as peranalysis ien in the chapter on horticulture3 :n case surfacefinish is of har! type the same may e proi!e! separately asper approe! !esin3
9he rate as applicale for su-ra!e construction may ea!opte!3
;ate as applicale for su-ase an! or ase may e a!opte!as per approe! !esin3
9he rate may e a!opte! as applicale for !ifferent layers ofpaement !epen!in upon approe! !esin of pae!shoul!ers3
Construction of footpath/separator y proi!in a 150 mmcompacte! ranular su ase as per clause '01 an! 25 mmthic) cement concrete ra!e M15 oer lai! ith pre-cast
concrete tiles in cement mortar 1E% inclu!in proision of all!rainae arranements ut e"clu!in )er channel33
9ipper 109 capacity for carriae of soil 57, tonnes tonne3)m 57 " 4 23, 15'312
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
Su++esti#e
Construction of +u-ase usin lime - .lyash a!mi"ture ithranular soil free from oranic matter/ !eleterious material orclayey silts an! lo plasticity clays hain P: eteen 5 an!20 an! li*ui! limit less than 25 an! commercial !ry limesla)e! at site or pre-sla)e! ith Ca> content not less than 50per cent .lyash to conform to ra!ation as per clause '3% of:;CE -1' lime @ .lyash content ranin eteen 10 to %0per cent the minimum un-confine! compressie strenth an!CB; alue after 2 !ays curin an! ' !ays soa)in to e735)/s* cm an! 25 per cent respectiely all as specifie! in:;CE -1'3
y!raulic 6"caator 030 cum uc)et capacity ,0cum/hr3 for %,0 cum soil
Compensation for earth ta)en from priate source cum %,03000 25310 0%,300 M-02
d) "#eread car+es $ 0.1 on %a&!&c) 173'1
e) ContractorBs profit $ 0.1 on %a&!&c&d) 20773%5
Cost for '0 cum K a@@c@!@e 22,5035
Rate per cum' %a&!&c&d&e)(->0 '73''
say 478.00
Note
4ea! K1 )m &P&M-0'7
9ipper 109 capacity for carriae of 2 tonnes of lime fromstore to or) site
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
Motor Gra!er 110 P 50 cum per hour for mi"in in-place an! ra!in
13Compensation for earth ill ary from place to place an! illhae to e assesse! realistically as per particular roun!situation3 :n case earth is aailale from Got3 lan!compensation for earth ill not e re*uire!3 9he position isre*uire! to e clearly state! in the cost estimate3
23Cost of .lyash has not een consi!ere! as same ill eaailale free of cost3 >nly carriae of .lyash has eenproi!e!3
%34ime @ .lyash has een ta)en as 20 per cent of total massan! ratio of lime an! .lyash as 1E' for estimatin purposes39otal *uantities ill e as per approe! !esin3
c) Materia*Bitumen emulsion 032 ) per s*m tonne 03700 '5'3, %20'37 M-077
d) "#eread car+es $ 0.1 on %a&!&c) %,053'
e) ContractorBs profit $ 0.1 on %a&!&c&d) %,,35%
Cost for %500 s*m K a@@c@!@e '%,%13
Rate per sqm ' %a&!&c&d&e)(900 123'7
say 1#.00
Note
5.3 0- 6ituminous Macadam
Ref. toMoRTSpec.
Remar3s(nput ref.
ro#idin+ and app*yin+ primer coat ,it !itumenemu*sion on prepared surface of +ranu*ar 6ase inc*udin+c*earin+ of road surface and sprayin+ primer at te rate of
0.80 3+(sqm usin+ mecanica* means.
Bitumen primer has een proi!e! 03,0 ) per s*m as perclause 50233 Payment shall e ma!e ith a!ustment plus orminus for the ariation eteen this *uantity an! the actual*uantity approe! y the 6nineer after the preliminary trialsreferre! to in clause Io3 5023'3%3
Proi!in an! applyin tac) coat ith itumen emulsion usinemulsion pressure !istriutor at the rate of 0320 ) per s*mon the prepare! ituminous/ranular surface cleane! ithmechanical room3
13 Bitumen emulsion has een proi!e! 0320 ) per s*mas per clause 50%33 Payment shall e ma!e ith a!ustmentplus or minus for the ariation eteen this *uantity an!actual *uantity approe! y the 6nineer after preliminarytrials referre! to in clause Io3 50%3'3%
23 An output of %500 s*m has een consi!ere! in case ofprime coat an! tac) coat hich can e coere! y ituminouscourses on the same !ay3
i) 6itumen$ 9.9 per cent of mi tonne 1'350 522,311 77,1,32% M-07'
eiht of mi" K 205 " 232 K '50 tonne
ii) 7++re+ate
9otal eiht of mi" K '50 tonnes
<eiht of itumen K 1'35 tonnes
<eiht of areate K '50 -1'35 K '%5315 tonnes
Taking density o' aggegate = 1.5 ton@cum
8olume of areate K 2031 cum
;4radin+ % -0 mm nomina* si:e )%735 - 25 mm 15 per cent cum '%3510 7513'1 %2,%3 M-0'
25 - 10 mm '5 per cent cum 1%03550 1130 11'23,7 M-0',
10 - 5 mm 25 per cent cum 7235%0 701300 50'%35% M-0'0
5 mm an! elo15 per cent cum '%3510 217300 ''13,7 M-0%0
or
4radin+%1< mm nomina* si:e)
25 - 10 mm '0 per cent cum 11,30'0 1130 105722377 M-0',
10 - 5 mm '0 per cent cum 11,30'0 701300 1%''30' M-0'0
5 mm an! elo 20 per cent cum 53020 217300 12503%' M-0%0
%i) for 4radin+ % -0 mm nomina* si:e )
d) "#eread car+es $ 0.1 on %a&!&c) 12571%3'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%2'3%
Cost for 205 cum K a@@c@!@e 15211%%30
Proi!in an! layin ituminous maca!am ith 100-120 9Phot mi" plant pro!ucin an aerae output of 75 tonnes perhour usin crushe! areates of specifie! ra!in premi"e!
ith ituminous in!er transporte! to site lai! oer apreiously prepare! surface ith paer finisher to the re*uire!ra!e leel an! alinment an! rolle! as per clauses 5013,an! 50137 to achiee the !esire! compaction3
Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out linesleels an! layout of construction
Batch mi" MP 100-120 9P 75 tonne per houractual output
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
+mooth heele! roller -10 tonnes for initial rea) !onrollin3
13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,53
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case BM is lai! oer freshly lai! tac) coat proision ofMechanical room an! 2 ma!oors for the same shall e!elete! as the same has een inclu!e! in the cost of tac)coat3
Proi!in an! layin ituminous maca!am ith 100-120 9Phot mi" plant pro!ucin an aerae output of 75 tonnes per
Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out lines
Batch mi" MP 100-120 9P 75 tonne per houractual output
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m
& P&M-0'7A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
+mooth heele! roller -10 tonnes for initial rea) !onrollin3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRT
Spec.
Remar3s(
nput ref.
%735 - 25 mm 15 per cent cum '%3510 7513'1 %2,%3 M-0'
25 - 10 mm '5 per cent cum 1%03550 1130 11'23,7 M-0',
10 - 5 mm 25 per cent cum 7235%0 701300 50'%35% M-0'0
5 mm an! elo15 per cent cum '%3510 217300 ''13,7 M-0%0
or
4radin+%1< mm nomina* si:e)
25 - 10 mm '0 per cent cum 11,30'0 1130 105722377 M-0',
10 - 5 mm '0 per cent cum 11,30'0 701300 1%''30' M-0'0
5 mm an! elo 20 per cent cum 53020 217300 12503%' M-0%0
%i) for 4radin+ % -0 mm nomina* si:e )
d) "#eread car+es $ 0.1 on %a&!&c) 11,0322
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%05532'
Cost for 205 cum K a@@c@!@e 1'%,1513,5
Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+ ) 70053,2
say 7006.00
%ii) for 4radin+%1< mm nomina* si:e)
d) "#eread car+es $ 0.1 on %a&!&c) 117',%375
e) ContractorBs profit $ 0.1 on %a&!&c&d) 12210312
Cost for 205 cum K a@@c@!@e 1'21%113%,
Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+?) ,%%32%
say 6"33.00
Note
5.4 0 6ituminous enetration Macadam
7 0 mm tic3
Unit = s$m
Taking output = 4500 s$m %##5 cum&
a) a!our
Any one of the alternatie may e a!opte! as per approe!!esi n
13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours for
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case BM is lai! oer freshly lai! tac) coat proision ofMechanical room an! 2 ma!oors for the same shall e!elete! as the same has een inclu!e! in the cost of tac)coat3
Construction of penetration maca!am oer prepare! Base yproi!in a layer of compacte! crushe! coarse areateusin chips sprea!er ith alternate applications of ituminousin!er an! )ey areates an! rollin ith a smooth heele!steel roller -10 tonne capacity to achiee the !esire! !eree
Proi!in layin an! rollin of uilt-up-spray rout layer oerprepare! ase consistin of a to layer compositeconstruction of compacte! crushe! coarse areates usinmotor ra!er for areates3 )ey stone chips sprea!er maye use! ith application of ituminous in!er after each layeran! ith )ey areates place! on top of the secon! layer tosere as a Base conformin to the line ra!es an! cross-
section specifie! the compacte! layer thic)ness ein 75 mm
Bitumen pressure !istriutor for %000 " 2 s*m 1750s*m per hour
Bitumen%0 ) per 10 s*m 15 ) per 10 s*m for eachlayer
Crushe! stone coarse areate passin 5% mm an!retaine! on 23 mm siee 035 cum per 10 s*m foreach layer
ey areates passin 223' mm an! retaine! on 23mm siee 031% cum per 10 s*m
2 tippers ill e nee!e! to match the capacity of hy!raulicchip sprea!er an! front en! loa!er3
Proi!in an! layin !ense ra!e! ituminous maca!am ith100-120 9P atch type MP pro!ucin an aerae output of75 tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er '30 to '35 percent y eiht of total mi" an! filler transportin the hot mi"to or) site layin ith a hy!rostatic paer finisher ithsensor control to the re*uire! ra!e leel an! alinmentrollin ith smooth heele! iratory an! tan!em rollers toachiee the !esire! compaction as per Mo;9 specificationclause Io3 507 complete in all respects3
Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out linesleels an! layout of construction
Paer finisher hy!rostatic ith sensor control 75 cumper hour
Any one of the alternatie may e a!opte! as per approe!!esin
13 Althouh the roller are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,53
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae een
'3 :n case (BM is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as the
53 9he in!ii!ual !ensity for each sie of areates to euse! for construction :3e3 %735-25 mm 25-10 mm etc3 shoul!
,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRT
Spec.
Remar3s(
nput ref.
%ii) Aor 4radin+ %1< mm nomina* si:e)
d) "#eread car+es $ 0.1 on %a&!&c) 1%7'753%
e) ContractorBs profit $ 0.1 on %a&!&c&d) 15122%3'1
Cost for 15 cum K a@@c@!@e 1,,%'57352
Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+?) 5%0355
say 8531.00
Note
5.7 0> Semi?Dense 6ituminous Concrete
Unit = cum
Taking output = 1"5 cum %450 tonnes&
a) a!our
Mate !ay 03'0 15307 1553', 4-12
13 Althouh the roller are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in this
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case (BM is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3
53 9he in!ii!ual !ensity for each sie of areates to euse! for construction :3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of
,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33
e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3
Proi!in an! layin semi !ense ituminous concrete ith100-120 9P atch type MP pro!ucin an aerae output of75 tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er '35 to 5 per centof mi" an! filler transportin the hot mi" to or) site layin
ith a hy!rostatic paer finisher ith sensor control to there*uire! ra!e leel an! alinment rollin ith smooth
heele! iratory an! tan!em rollers to achiee the !esire!compaction as per Mo;9 specification clause Io3 50complete in all respects3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRT
Spec.
Remar3s(
nput ref.
1%32 - 10 mm20 per cent cum 573%00 10300 521'%300 M-0''
10 - 5 mm % per cent cum 10370 701300 7,%1737 M-0'0
5 mm an! elo '0 per cent cum 11'3,00 217300 2',320 M-0%0
.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1
or
4radin+ @ 10 mm %Nomina* Si:e)6itumen$ per cent of ,ei+t of mi tonne 223500 5%%20375 1171,31 M-07
eiht of mi" K '50 tonne
7++re+ate
9otal eiht of mi" K '50 tonnes
<eiht of itumen K 2235 tonnes
<eiht of areate K '50 -22350 K '27350 tonnes
9a)in !ensity of areate K 135 ton/cum
8olume of areate K 25 cum
35 - '375 mm 57 per cent cum 1,23'50 701300 11%773'5 M-0'0
'375 an! elo '1 per cent cum 11,350 217300 25%5,3'5 M-0%0
.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1
%i) for 4radin+ % 19 mm nomina* si:e )
d) "#eread car+es $ 0.1 on %a&!&c) 15%5350
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,2''3%5
Cost for 15 cum K a@@c@!@e 1,1,737
Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+ ) 5'7312
say "547.00
.= %ii) for 4radin+%10 mm nomina* si:e)
d) "#eread car+es $ 0.1 on %a&!&c) 1,''',315
e) ContractorBs profit $ 0.1 on %a&!&c&d) 100377
Cost for 15 cum K a@@c@!@e 173'5Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+?) 1020'30
say 10#04.00
Note
5.8 0< 6ituminous Concrete
Unit = cum
;7ny one of te a*ternati#e may !e adopted as perappro#ed desi+n
13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,5
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case +(BC is lai! oer freshly lai! tac) coat proision ofroom an! 2 ma!oor shall e !elete! as the same has eeninclu!e! in the cost of tac) coat3
53 9he *uantity of Bitumen to e a!uste! as per o mi"formula3
Proi!in an! layin ituminous concrete ith 100-120 9Patch type hot mi" plant pro!ucin an aerae output of 75tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er 53' to 53, percent of mi" an! filler transportin the hot mi" to or) sitelayin ith a hy!rostatic paer finisher ith sensor control tothe re*uire! ra!e leel an! alinment rollin ith smooth
heele! iratory an! tan!em rollers to achiee the !esire!compaction as per M>;9 specification clause Io3 50complete in all respects
Bitumen 1320 ) per s*m tonne 10300 522,311 5,'50,3%5 M-07'
cum 1%53000 ,2350 11,'%7377 M-05%
d) "#eread car+es $ 0.1 on %a&!&c) 725%03,
e) ContractorBs profit $ 0.1 on %a&!&c&d) 77'30,
Cost for 000 s*m K a@@c@!@e 77,2'3,1
Rate per sqm ' %a&!&c&d&e)(<000 7351
say "8.00
5." Case ? 19 mm nomina* si:e cippin+
a) a!our
Mate !ay 03''0 15307 13'% 4-12
Ma!oor !ay 3000 177307 15%3,% 4-1%
Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15
!) Macinery
13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,53
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case BC is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3
53 9he in!ii!ual !ensity for each sie of areates to euse! for construction i3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of135 tonne/cum is only a reference !ensity in this (ata Boo)3
,3 9he in!ii!ual percentae of areates shoul! e
calculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3
Proi!in an! layin surface !ressin as earin course insinle coat usin crushe! stone areates of specifie! sieon a layer of ituminous in!er lai! on prepare! surface an!rollin ith -10 tonne smooth heele! steel roller3
:f a premi" san! seal coat of JBJ type is propose! the same isre*uire! to e proi!e! oer the open ra!e! premi" carpetimme!iately on the same !ay3 As the same MP an! othermachines ill e use! for layin of premi" san! seal coat outof , effectie or)in hours '300 hours may e utilise! forlayin of premi" carpet an! alance 2300 hours for the sealcoat3 9he rate for the premi" san! seal coat un!er clause 51%#case ::$ has een or)e! out accor!inly y utilisin theMP for 2300 hours for the purpose of seal coat3 :n case typeJAJ seal coat is propose! MP can e or)e! for si" hours forthe premi" carpet as type JAJ seal coat !oes not re*uire theuse of MP3
Case ? @ "pen?4raded remi Surfacin+ usin+ cationic6itumen /mu*sion
Crushe! stone areates 1%32 mm to 53, mm 0327cum per 10 s*m
Mechanical means usin MP of appropriate capacity notless than 75 tonnes/hour3
Proi!in layin an! rollin of close-ra!e! premi" surfacinmaterial of 20 mm thic)ness compose! of 1132 mm to 030mm #9ype-A$ or 1%32 mm to 030 mm #9ype-B$ areatesusin penetration ra!e itumen to the re*uire! line ra!ean! leel to sere as earin course on a preiouslyprepare! ase inclu!in mi"in in a suitale plant layin an!rollin ith a +mooth heele! roller -10 tonne capacity an!
finishin to re*uire! leel an! ra!e3
Ma!oor or)in ith MP roa! seeper paer an!roller
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
+tone crushe! areates 1132 mm to 030 0327 cumper 10 s*m
+tone crushe! areates 1%32 mm to 030 mm 0327cum per 10 s*m
; Any one of the alternatie may e a!opte!
Proi!in an! layin seal coat sealin the oi!s in aituminous surface lai! to the specifie! leels ra!e an!cross fall usin 9ype A an! B seal coats
Case ? @ Type 7
Crushe! stone chippin of ,37 mm sie !efine! as 100per cent passin 1132 mm siee an! retaine! on 23%,mm siee applie! 030 cum per 10 s*m
+ince seal coat is proi!e! imme!iately oer the ituminouslayers mechanical room for clearin has not een catere!3
Case ? @ Type 6
Proi!in an! layin of premi" san! seal coat ith MP ofappropriate capacity not less than 75 tonnes/ hours usincrushe! stone chippin ,37 mm sie an! penetration itumenof suitale ra!e3
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone chippin of ,37 mm sie !efine! aspassin 1132 mm siee an! retaine! on 23%, mm sieeapplie! 030, cum per 10 s*m
+ince seal coat is re*uire! to e proi!e! oer the premi"carpet on the same !ay out of the , or)in hours of theMP '300 hours are propose! to e utilise! for the premi"carpet an! the alance 2300 hours for the seal coat3 ence2300 hours hae een consi!ere! for this case3 9his may elin)e! to rate analysis or)e! out un!er clause 5113
+upply of stone areates from approe! sourcesconformin to the physical re*uirement specifie! in therespectie specifie! clauses inclu!in royalties fees rentscollection transportation stac)in an! testin an! measure!
in cum as per clause 51'35
Competitie mar)et rates to e ascertaine!3 Alternatielyrates for stone crushin ien in chapter 1may e a!opte! iffoun! economical3 :n case for supply of areates at site arenot aailale nearest crusher site may e ascertaine!34oa!in an! un-loa!in chares an! cost of carriae may ea!!e! to these rates to arrie at the cost at site3
Proi!in an! layin 25 mm thic) mastic asphalt earincourse ith pain ra!e itumen meetin the re*uirementsien in tale 500-2 prepare! y usin mastic coo)er an!lai! to re*uire! leel an! slope after cleanin the surfaceinclu!in proi!in antis)i! surface ith itumen precoate!
fineraine! har! stone chippin of 1%32 mm nominal sie atthe rate of 03005cum per 10 s*m an! at an appro"imatespacin of 10 cm center to center in oth !irections presse!into surface hen the temperature of surfaces is not less than100 0C protru!in 1 mm to ' mm oer mastic surface allcomplete as per clause 5153
Taking output = 35.00 s$m %0.87 cum & assuming adensity o' #.3 [email protected]# tonnes
9ractor for toin an! positionin of mastic coo)er an!itumen oiler
Proportion of material re*uire! for mastic asphalt ith coarseareates #ase! on mi" !esin !one y C;;: for a specificcase$
:$ Bitumen 5/25 or %0/'0 1032 per cent y eiht ofmi"3 2 " 1032/100 K 0320'
ii$ .ine areate passin 23%,mm an! retaine! on03075mm siee %13 per cent y eiht of mi" K 2 "%13/100 K 03,% tonnes K 03,%/13,25 K 03%
iii$ 4ime stone !ust filler ith calcium content not lessthan 0 per cent y eiht 1732 per cent y eihtof mi" K 2 " 1732/100 K 03%,
i$ Coarse areates ,3% mm to 1%32 mm '0 percent y eiht of mi" K 2 " '0/100 K 03 M9 K 03/13'5,
K 0355$ Pre-coate! stone chips of 1%32 mm nominal sie fors)i! resistance K %5 " 03005/10 K 0301
i$ Bitumen for coatin of chips 2 per cent y eihtK 0301 " 13'5, " 2/100 K 030005 M9 K 035)
139he rates for 50 mm & '0 mm thic) layers may e or)e!out on pro-rata asis3
23<here tac) coat is re*uire! to e proi!e! efore layinmastic asphalt the same is re*uire! to e measure! an! pai!separately3
%39he *uantities of in!er filler an! areates are forestimatin purpose3 6"act *uantities shall e as per mi"!esin3
'39his rate analysis is ase! on !esin ma!e y C;;: for aspecific case an! is meant for estimatin purposes only3Actual !esin is re*uire! to e !one for each case3
9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipment itumenemulsion an! filler3
.ine areate 23%, mm an! elo2 per cent of totalmi"%," 232 " 032 K ,'3' tonnes3 9a)in !ensity 135
139ac) coat if re*uire! to e proi!e! efore layin slurryseal may e measure! an! pai! separately
Recyc*in+ of 6ituminous a#ement ,it Centra*Recyc*in+ *ant
;ecyclin paement y col! millin of e"istin ituminouslayers plannin the surface after col! millin reclaimin
e"caate! material to the e"tent of %0 per cent of there*uire! *uantity haulin an! stoc)pilin the reclaime!material near the central recyclin plant after carryin outnecessary chec)s an! ealuation a!!in fresh materialinclu!in reuenators as re*uire! mi"in in a hot mi" planttransportin an! layin at site an! compactin to the re*uire!ra!e leel an! thic)ness all as specifie! in clause 5173
ot mi" plant 100-120 9P pro!ucin an aerae of 75tonnes per hour
A itumen content is '35 per cent itumen eiht of mi"3 .orreclaime! material fresh itumen ill e re*uire! to thee"tent of ,0 per cent of normal re*uirement3
:n a mi" of 27, tonnes 23 tonne is reclaime! an! alance1%32 tonne is fresh mi"3
Bitumen re*uire! for reclaime! mi" of 23 tonne ,0
per cent K 23 " 03,0 "030' K 13Bitumen re*uire! for fresh mi" of 1%32 tonnes K 1%32 "030' K 737%
<eiht of fresh areate in the mi" K 1%32 " 03, K 153'7tonne
Taking aeage density o' 1.5 tonnes@cum( total olume o'aggegate = 1#3.65 cum.
Althouh the total rollin time is only ' hours as per norms allthe three rollers hae to e aailale at site for % hours eachto match ith the output of re-cyclin plant3 9o cater for their
i!lin time these hae een multiplie! ith a factor of 03,53
Proi!in an! applyin lo iscosity itumen emulsion forsealin crac)s less than % mm i!e or incipient frettin or!isinteration in an e"istin ituminous surfacin3
Bitumen emulsion per cent tonne %,3000 '5'3, 1,50535, M-077
13:n case it is !eci!e! y the enineer to lin! the fo spraythe folloin may e a!!e!
Bitumen emulsion for precoatin rit 2 per cent ofrit%3% " 0302
Proi!in layin an! rollin of ituminous col! mi" onprepare! ase consistin of a mi"ture of unheate! mineralareate an! emulsifie! or cutac) itumen inclu!inmi"in in a plant of suitale type an! capacity transportinlayin compactin an! finishin to specifie! ra!es an!leels3
Usin+ !itumen emu*sion and <. mm or 19.2 mm si:e
a++re+ateComposition of mi #'50 tonne$ is assume! to e as un!erE-
By eihtof total
mi"
(rum mi" plant for col! mi"es of appropriate capacityut not less than 75 tonnes/hour3
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Bitumen emulsion per cent tonne %,3000 '5'3, 1,50535, M-077
.iller #lime$ 2 per cent tonne 3000 ''273%1 %'5377 M-1
Areates sie %735 to 1 mm - '50 " 0325 " 1/135 cum 753000 2317 ,21730 M-0'
Areates sie 1 to , mm - '50 " 03% " 1/135 cum 03000 '7321 7,2'30 M-0'7
Areates sie , to 03075 mm - '50 " 03%5 " 1/135 cum 1053000 217300 2275300 M-0%0
d) "#eread car+es $ 0.1 on %a&!&c) 11153,
e) ContractorBs profit $ 0.1 on %a&!&c&d) 210%153'5
Cost for 205 cum K a@@c@!@e 2%1%',3,
Rate per cum ' %a&!&c&d&e)(20 1125322
say 11#85.00
Note 13(ensity of areates has een assume! 135 ms/cc
23 9ac) coat here proi!e! ill e measure! an! pai!separately3
%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of
03,5Usin+ !itumen emu*sion and 1< mm or 28. mm nomina*si:e a++re+ate
Composition of mi #'50 tonne$ is assume! to e asun!erE-
(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin aerae output of 75 tonnes per hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!in
Cutac) itumen 5 per cent tonne 223500 ',27'31, 10'11,3,0 M-07,
.iller #lime$ 2 per cent tonne 3000 ''273%1 %'5377 M-1
Areates sie 1 to 35 mm - '50 " 032, " 1/135 cum 73000 10737' ''%3'7 M-0'5
Areates sie 35 to , mm - '50 " 033%1 " 1/135 cum %3000 701300 ,51%300 M-0'0
Areates sie , to 03075 mm - '50 " 03%, " 1/135 cum 103000 217300 2%'%,300 M-0%0
d) "#eread car+es $ 0.1 on %a&!&c) 1%1'7732
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'',25371Cost for 205 cum K a@@c@!@e 150230
Rate per cum ' %a&!&c&d&e)(20 77,03'0
say 7760.00
Note 13(ensity of areates has een assume! 135 ms/cc
.1> Case %i#)
Cutac) itumen 5 per cent
23 9ac) coat here proi!e! ill e measure! an! pai!separately3
%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of
03,5
Usin+ cut!ac3 !itumen and <. mm or 19.2 mm nomina*
si:e a++re+ate
Composition of mi #'50 tonne$ is assume! to e asun!erE-
(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin aerae output of 75 tonnes per hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
23 9ac) coat here proi!e! ill e measure! an! pai!separately3
%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of03,5
Usin+ cut!ac3 !itumen and 1< mm or 28. mm nomina*si:e a++re+ate
Composition of mi #'50 tonne$ is assume! to e asun!erE-
Cutac) itumen on 5 per cent tonne 223500 ',27'31, 10'11,3,0 M-07,
.iller #lime$ 2 per cent tonne 3000 ''273%1 %'5377 M-1
Areates sie %735 to 1 mm - '50 " 0325 " 1/135 cum 753000 2317 ,21730 M-0'
Areates sie 1 to , mm - '50 " 03% " 1/135 cum 03000 '7321 7,2'30 M-0'7
Areates sie , to 03075 mm - '50 "03% " 1/135 cum 11'3000 217300 2'7%300 M-0%0
d) "#eread car+es $ 0.1 on %a&!&c) 1%0''317
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'%'23
Cost for 205 cum K a@@c@!@e 157'223'
Rate per cum ' %a&!&c&d&e)(20 7,3,2
say 7700.00
Note 13(ensity of areates has een assume! 135 ms/cc
5.1" 20 Sand 7spa*t 6ase Course
Unit = cum
Taking output = #05 cum %450 tonne&
a) a!our
Mate !ay 03'0 15307 1553', 4-12
Ma!oor !ay 1,3000 177307 2%%312 4-1%
Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15
!) Macinery
hour ,3000 2''300 1700'300 P&M-02%
6lectric enerator set 250 8A hour ,3000 %2%7300 1'22300 P&M-01
(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin output of 75 tonnes per hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
23 9ac) coat here proi!e! ill e measure! an! pai!separately3
%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of03,5
Proi!in layin an! rollin san!-asphalt ase coursecompose! of san! mineral filler an! ituminous in!er on aprepare! su-ra!e or su-ase to the lines leels ra!esan! cross sections as per the !rains inclu!in mi"in in aplant of suitale type an! capacity transportin layincompactin an! finishin3
ot Mi" Plant of appropriate capacity ut not less than75 tonnes/hour
Crushe! stone areates 53, mm sie cum 1053000 ''3,7 500300 M-050
d) "#eread car+es $ 0.1 on %a&!&c) 5'737
e) ContractorBs profit $ 0.1 on %a&!&c&d) ,'%%,35,
Cost for 10500 s*m K a@@c@!@e 70770231,
Rate per sqm ' %a&!&c&d&e)(1000 ,73'0say 67.00
5.#1 Case %ii)
Proposals to use lass fire polypropylene fires or any othersimilar material in a ituminous mi"ture shoul! esustantiate! complete ith all !etails inclu!in test resultsmanufacturerJs recommen!ations for a!!ition or means ofincorporatin the fires homoeneously ithout sereationinto the mi"ture3
Before areein to the use of a fire it shoul! hae eenproe! to e satisfactory in use un!er circumstances similarto the or) elsehere or it oul! hae un!er oneappropriate performance trials3 (ocumente! ei!ence of usean! trials of the fire in any country hain con!itions similarto :n!ian ill e acceptale3
here information on use of trials is ina!e*uate or lac)intrials may e re*uire! to e un!er ta)en efore areein tothe use of the fire3
13 9he mo!ifie! in!er is usually manufacture! y specialise!firms as a proprietary pro!uct3 9he rate for this pro!uct isre*uire! to e ascertaine! from the mar)et3
239he specifications for arious item of roa! or)s usinpolymer/ruer mo!ifie! itumens are same as those for
penetration ra!e itumen e"cept those for any specialcon!itions hich the manufacturer may in!icate3
%39he other controls !urin mi"in layin shall e same asspecifie! in :;C - 1' 2 ' an! 5 for open ra!e! premi"carpet ituminous concrete (BM an! +(BC respectiely3
'39he temperature of mi"in an! rollin ill e slihtly hiherthan conentional ituminous mi"es as in!icate! in 9ale of:;CE +PE 5% - 20023
Stress a!sor!in+ mem!rane %S7M) crac3 ,idt *ess tan8 mm
Proi!in an! layin of a stress asorin memrane oer acrac)e! roa! surface ith crac) i!th elo , mm after
cleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of ) per 10s*m an! sprea!in 53, mm crushe! stone areates 0311cum per 10 s*m ith hy!raulic chip sprea!er seepin thesurface for uniform sprea! of areates an! surface finishe!to conform to clause 023
Stress a!sor!in+ mem!rane %S7M) ,it crac3 ,idt 8mm to < mm
Crushe! stone areates 1132 mm sie cum 12,3000 ,553,0 2,053 M-051
d) "#eread car+es $ 0.1 on %a&!&c) 52235
e) ContractorBs profit $ 0.1 on %a&!&c&d) 10'2231%
Cost for 10500 s*m K a@@c@!@e 115%0'%3'7
Rate per sqm ' %a&!&c&d&e)(1000 1031
say 110.00
Proi!in an! layin of a stress asorin memrane oer acrac)e! roa! surface ith crac) i!th , to mm aftercleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of 11 ) per 10s*m an! sprea!in 1132 mm crushe! stone areates 0312 cum per 10 s*m seepin the surface for uniformsprea! of areates an! surface finishe! to conform to
clause 023
Stress a!sor!in+ mem!rane %S7M) crac3 ,idt a!o#e <mm and crac3ed area a!o#e 0 per cent
Proi!in an! layin a sinle coat of a stress asorin
memrane oer a crac)e! roa! surface ith crac) i!thaoe mm an! crac)e! area aoe 50 per cent aftercleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of 15 ) per10 s*m an! sprea!in 1132 mm crushe! stone areates 0312 cum per 10 s*m seepin the surface for uniformsprea! of areates an! surface finishe! to conform toclause 023
:n case 2n! coat is also re*uire! to e proi!e! materialproi!e! for the 2n! coat shall e as per tale 500-'73
Proi!in an! layin a itumen imprenate! eote"tile layerafter cleanin the roa! surface eote"tile conformin tore*uirements of clause 70%3% lai! oer a tac) coat ith 1305) per s*m of pain ra!e itumen 0 - 100 penetration an!constructe! to the re*uirement of clause 70%3'35
As itumen oerlay construction shall follo closely the faricplacement on the same !ay an output of %500 s*m only has
een consi!ere! for the analysis hich ill coer a lenth of500 m of 7 m i!e carriaay3 9his can e conenientlyoerlai! y a itumenious course in a !ay3
Proi!in an! layin of premi" of crushe! stone areatesan! emulsion in!er mi"e! in a atch type col! mi"in plantlai! oer prepare! surface y paer finisher rolle! ith apneumatic tyre! roller initially an! finishe! ith a smooth steel
heel roller all as per clause 513%
Batch type col! mi"in plant 100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m
& P&M-0'7A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
13 9hese mi"es are consi!ere! suitale for minor repair or)an! temporary roa! surface improement3
23 :n case concrete mi"tures are re*uire! to e use! formi"in a numer of these ill e nee!e! to match thecapacity of roa! rollers3
%3 9ac) coat here proi!e! ill e measure! an! pai!separately3
'3Both the rollers hae to e aailale at site to match iththe output of atch mi"in plant an! paer finisher3 Amultiplyin factor of 03,5 has een a!opte! to cater for thei!lin perio! of roa! rollers3
Batch type col! mi"in plant100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Batch type col! mi"in plant 100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour
i) 6itumen$ per cent of ,ei+t of mi tonne 223500 5%%20375 1171,31 M-07ii) 7++re+ate
9otal eiht of mi" K '50 tonnes
<eiht of itumen K 2235 tonnes
<eiht of areate K '50 -22350 K '27350 tonnes
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Proi!in an! layin ituminous concrete ith 100-120 9Patch type hot mi" plant pro!ucin an aerae output of 75tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er 53' to 53, percent of mi" an! filler transportin the hot mi" to or) sitelayin ith a hy!rostatic paer finisher ith sensor control tothe re*uire! ra!e leel an! alinment rollin ith smooth
heele! iratory an! tan!em rollers to achiee the !esire!compaction as per M>;9 specification clause Io3 50complete in all respects
Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out linesleels an! layout of construction
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
+mooth heele! roller -10 tonnes for initial rea) !onrollin3
hot I%x plant pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of&pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%x an# Oller, tran&port%n! the hotI%x to work &%te, la)%n! w%th a h)#ro&tat%< paverOn%&her w%th &en&or <ontrol to the requ%re# !ra#e,level an# al%!nIent, roll%n! w%th &Iooth wheele#,v%Krator) an# tan#eI roller& to a<h%eve the #e&%re#<oIpa<t%on a& per ME9TH &pe<%O<at%on <lau&e o.134 <oIplete %n all re&pe<t&= w%th ulk QD23%tuIen.
Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out linesleels an! layout of construction
Paer finisher hy!rostatic ith sensor control 75 cumper hour
4ea! K1 )m
& P&M-0'7A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
+mooth heele! roller -10 tonnes for initial rea) !onrollin3
;7ny one of te a*ternati#e may !e adopted as perappro#ed desi+n
13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers their
usae rates hae een multiplie! y a factor of 03,53
23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3
%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3
'3 :n case BC is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3
53 9he in!ii!ual !ensity for each sie of areates to euse! for construction i3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of135 tonne/cum is only a reference !ensity in this (ata Boo)3
,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3
Cement 150 )/cum of concrete tonne ,73500 573'7 %073'7 M-01
Cost of ater 4 '3000 1,7307 01327 M-1
d) "#eread car+es $ 0.1 on %a&!&c) %535%
e) ContractorBs profit $ 0.1 on %a&!&c&d) 2%553'
Cost for '50 cum K a@@c@!@e 1015103%7
Rate per cum ' %a&!&c&d&e)(-0 225735
say ##58.00
9ote
6.# 60# Cement Concrete a#ement
Unit = cum
Taking output = 1050 cum %#415 tonne&
a) a!our
Mate !ay 23000 15307 %7031' 4-12
Ref. toMoRTSpec.
Remar3s(nput ref.
Construction of !ry lean cement concrete +u- ase oer aprepare! su-ra!e ith coarse an! fine areate
conformin to :+E %% the sie of coarse areate note"cee!in 25 mm areate cement ratio not to e"cee!15E1 areate ra!ation after len!in to e as per tale,00-1 cement content not to e less than 150 )/ cumoptimum moisture content to e !etermine! !urin triallenth construction concrete strenth not to e less than 10Mpa at 7 !ays mi"e! in a atchin plant transporte! to sitelai! ith a paer ith electronic sensor compactin ith -10 tonnes iratory roller finishin an! curin3
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone coarse areate of 25 mm an! 1235mm nominal sies ra!e! as per tale ,00-1 030cum/cum of concrete conformin to clause ,02323'3
M-052 an!M-05'
Coarse +an! as per :+E %% 03'5 cum/cum ofconcrete
Duantity proi!e! for areate is for estimatin purpose36"act *uantity shall e as per mi" !esin3
Construction of un-reinforce! !oel ointe! plain cementconcrete paement oer a prepare! su ase ith '% ra!ecement '00 ) per cum coarse an! fine areateconformin to :+ %% ma"imum sie of coarse areatenot e"cee!in 25 mm mi"e! in a atchin an! mi"in plantas per approe! mi" !esin transporte! to site lai! ith afi"e! form or slip form paer sprea! compacte! an!finishe! in a continuous operation inclu!in proision ofcontraction e"pansion construction an! lonitu!inal oints
oint filler separation memrane sealant primer ointsealant !eon!in strip !oel ar tie ro! a!mi"tures asapproe! curin compoun! finishin to lines an! ra!es asper !rain
%2 mm mil! steel !oel ars of ra!e + 2'0 tonne 3'50 ',03, ',012,3 M-12,
1, mm !eforme! steel tie ars of ra!e + '15 tonne 13170 ',0530% 5%307 M-02
s*m %,753000 11300 '0'131' M-1,'
s*m 1,3%%0 70307 115,237 M-1'1
=oint sealant ) 753000 1731 15503, M-120
+ealant primer ) 11,3,70 301 10503, M-07
Plastic sheath1325 mm thic) for !oel ars s*m ',3,70 103, 5113, M-1%
Curin compoun! liter 1503000 131% 1,553,5 M-00
) 20703000 112377 2%%'%,307 M-10
Cost of ater 4 21,3000 1,7307 %,0,37' M-1
'27372
d) "#eread car+es $ 0.1 on %a&!&c) ''%7003,
e) ContractorBs profit $ 0.1 on %a&!&c&d) '071305
Cost for 1050cum K a@@c@!@e 5%,71357
Rate per cum ' %a&!&c&d&e)(100 511%31%
say 5113.00
9ote
8.9 603 Ro**ed Cement Concrete 6ase
Unit = cum
Cement concrete atch mi" plant 175 cum per hour
#effectie output$
4ea! K1 )m& P&M-050
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323'3 3
M-052 an!M-05'
+an! as per :+E %% an! conformin to clause ,02323' 03'5 cum/cum of concrete
+eparation Memrane of impermeale plastic sheetin125 micron thic)
Pre moul!e! =oint filler 25 mm thic) for e"pansion oint3
+uper plastisier a!mi"ture :+ mar)e! as per 10%-1 035 per cent y eiht of cement
A!! 1 per cent of material for cost of miscellaneousmaterials li)e tarpauline essian cloth metal cap cotton /compressile spone an! cra!le for !oel ars or)ri!es for men to approach concrete surface ithout
al)in oer it cuttin la!es an! ites minor e*uipmentsli)e scalin machine threa!s ropes ui!e ires an! anyother unforeseen items3
9he *uantities for cement coarse areate an! fineareates are for estimatin only 39he e"act *uantities ille as per mi" !esin3
Construction of rolle! cement concrete ase course ithcoarse an! fine areate conformin to :+E%% the sie ofcoarse areate not e"cee!in 25 mm ith minimumareate cement ratio15E1 an! minimum cement content of200 )/cum areate ra!ation to e as per tale ,00-'after len!in mi"in in atchin plant at optimum moisturecontent transportin to site layin ith a paer ith
electronic sensor compactin ith -10 tonnes smooth heele! iratory roller to achiee the !esine! fle"uralstrenth finishin an! curin3
Cement 200 )/cum of concrete tonne 03000 573'7 5210523,% M-01
Cost of ater 4 '3000 1,7307 01327 M-1
d) "#eread car+es $ 0.1 on %a&!&c) 702537'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 10,723%1
Cost for '50cum K a@@c@!@e 117'0113'2
Rate per cum ' %a&!&c&d&e)(-0 2,031
say #60".00
9ote
8.- 9e) Transition Section !et,een Ri+id and A*ei!*e a#ement
8. uggestie
Unit = cum
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323%3
M-052 an!M-05'
+an! as per :+E %% an! conformin to clause ,02323% 03'5 cum/cum of concrete
9he *uantities for cement coarse areate an! fineareates are for estimatin only 39he e"act *uantities ille as per mi" !esin3
(ue to chane in the properties of materials an! type ofconstruction a ra!ual chaneoer from rii! paement tofle"ile paement is !esirale to aoi! any !amae at theuttin oint3 After proision of an e"pansion oint in thecement concrete sla the thic)ness of sla shoul! etapere! to 10 cm oer a lenth of % m toar!s the fle"ilepaement3 9he !eficiency of thic)ness cause! !ue totaperin of the sla shoul! e ma!e up y the asphaltic
layers3
9he *uantities of items shoul! e or)e! out ase! on theapproe! !esin an! !rains an! price! as per rates ienun!er respectie clauses for cement concrete an! asphaltic
or)3
Construction of 6ase(Su!?6ase of a#ement ,it eanConcrete ? A*yas.
Construction of Base/su-ase usin cement san! fly ashan! coarse areates proportione! as per tale ' of :;CE7'/17 an! ith ater content ratio slump an!compressie strenth as !efine! in the sai! tale mi"prepare! in a atchin an! mi"in plant an! compacte! itha iratory roller -10 tonnes capacity ithin the time limit
lai! !on i!e clause 73,3% of :;CE 7'-17 construction oints properly forme! at the en! of !ayJs or) cure! for 1'!ays all as specifie! in :;CE 7'-17 an! as per approe!plans3
Coarse +an! as per :+E %% - 170 cum 1103,0 20%375 22,035 M-00'
Cement 150 )/cum of concrete tonne ,73500 573'7 %073'7 M-01
.ly ash conformin to :+E %12 # Part :: $ cum 135'0 0300 0300 M-011
d) "#eread car+es $ 0.1 on %a&!&c) 72%130
e) ContractorBs profit $ 0.1 on %a&!&c&d) 715'320
Cost for '50cum K a@@c@!@e 5,,317
Rate per cum ' %a&!&c&d&e)(-0 21%03''
say #130.00
9ote
8.8 uggestie Cement ? A*yas Concrete a#ement.
Unit = cum
Taking output = 1050 cum %#415 tonne&
a) a!our
4ea! K1 )m& P&M-0'7
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone coarse areate of '0 mm nominalsie 030 cum/cum of concrete conformin to tale 2of :;CE 7'-173
# 9otal fine areates K '50 " 03'5 K 202350 cum 9o e!ii!e! in ratio of 2 san! E 13,5 flyash3 ;efer tale ' of :;CE7'-17$3
13(epen!in upon approe! !esins crushe! stoneareates of nominal sie 20mm can also e use! as perra!ation ien in tale 2 of :;CE 7'-173
239he ratio of specific raities of fly ash an! san! has eenassume! to e 03273
%39he *uantities of materials ien in the analyses are forestimatin purposes3 Actual *uantities shall e as per omi" formula3
'3Construction proce!ure as lai! !on in clause of :;CE 7'-17 shall e folloe!3
Construction of un-reinforce! !oel ointe! plain cementconcrete paement oer a prepare! su ase ith '% ra!ecement coarse an! fine areate conformin to :+ %%ma"imum sie of coarse areate not e"cee!in 25 mmreplacin cement y fly ash to the e"tent of 15 per cent an!san! y 10 per cent mi"e! in a atchin an! mi"in plant asper approe! mi" !esin transporte! to site lai! ith a fi"e!form or slip form paer sprea! compacte! an! finishe! in acontinuous operation inclu!in proision of contractione"pansion construction an! lonitu!inal oints oint fillerseparation memrane sealant primer oint sealant!eon!in strip !oel ar tie ro! a!mi"tures as approe!curin compoun! finishin to lines an! ra!es as per
%2 mm mil! steel !oel ars of ra!e + 2'0 tonne 3'50 ',03, ',012,3 M-12,
1, mm !eforme! steel tie ars of ra!e + '15 tonne 13170 ',0530% 5%307 M-02
s*m %,753000 11300 '0'131' M-1,'
s*m 1,3%%0 70307 115,237 M-1'1
=oint sealant ) 753000 1731 15503, M-120
+ealant primer ) 11,3,70 301 10503, M-07
Plastic sheath1325 mm thic) for !oel ars s*m ',3,70 103, 5113, M-1%
Curin compoun! liter 1503000 131% 1,553,5 M-00
) 20703000 112377 2%%'%,307 M-10
Cost of ater 4 21,3000 1,7307 %,0,37' M-1
%%131
d) "#eread car+es $ 0.1 on %a&!&c) '0%%315
e) ContractorBs profit $ 0.1 on %a&!&c&d) '50%213'7
Cost for 1050cum K a@@c@!@e '5%5%,317
Rate per cum ' %a&!&c&d&e)(100 '7173,5
say 4718.00
Note
;Ca*cu*ation of cementF sand and f*y as.
Cement concrete atch mi" plant 175 cum per hour#effectie output$
P&M-0504ea!K 1 )m
A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in
Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323'3
M-052 an!M-05'
+eparation Memrane of impermeale plastic sheetin125 micron thic)
Pre moul!e! =oint filler 25 mm thic) for e"pansion
+uper plastisier a!mi"ture :+ mar)e! as per 10%-1 035 per cent y eiht of cement
A!! 1 per cent of material for cost of miscellaneousmaterials li)e tarpauline essian cloth metal cap cotton /compressile spone an! cra!le for !oel ars or)ri!es for men to approach concrete surface ithout
al)in oer it cuttin la!es an! ites minor e*uipments
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
A*y as Tota* f*y as ' - & 8- ' 10< tonnes.
Cement '00 )/cum K 1050 " '00 K '20 tonnes3 15 percent of cement to e replace! y fly ash K ,% tonnes3Balance cement K %57 tonnes3 Duantity of fly ash K ,% "specific raity of fly ash /specific raity of cement K ,% "2325/%315 K '5 tonnes3
+an! 03'5 cum / cum of concrete K 1050 " 03'5 K '72350
" 13, K 75, tonnes310 per cent to e replace! y flyash3Balance san! K 75, " 03 K ,03' tonnes K ,03' / 13, K'25 cum3 Duantity of flyash K #75,-,03'$ " specific raityof fly ash/specific raity of san! K 7,3' " 2325 / 23,7 K,%37 tonnes #say ,' tonnes$
Perforate! eosynthetic pipe 150 mm !ia metre 13000 ,532, ,532, M-1%'
Geote"tile filter faric s*m 13250 ,0375 753' M-10
232
c) "#eread car+es $ 0.1 on %a&!) 2317
d) ContractorBs profit $ 0.1 on %a&!&c) %230
Rate per metre ' a&!&c&d %5237
say 353.00
Note
=.9 =09 ayin+ a#in+ Aa!ric 6eneat a a#ement "#er*ay
Unit = s$m
Ref. toMoRTSpec.
Remar3s(nput ref.
Construction of su surface !rain 200 mm !ia usin eote"tilestreate! ith caron lac) ith physical properties as ien in
clause 702323% forme! in to a stale netor) an! a planareocomposite structure oints rappe! ith eote"tile to preentinress of soil all as per clause 702 an! approe! !rainsinclu!in e"caation an! ac)fillin
Geonets eomemrane an! eote"tile to ma)e planareocomposite stale netor) for su surface !rain inclu!in
rappin of oints ith 1,0 mm oer lappin ith eote"tile 3
A!! 2 per cent cost of material for miscellaneous items li)esynthetic cor!
+urplus e"caate! material to e use! at site3 ence seprate costfor !isposal not a!!e!3
Construction of a narro filter su- surface !rain consistin ofporous or perforate! pipe lai! in narro trench surroun!e! y aeote"tile filter faric ith a minimum of '50 mm oerlap of farican! installe! as per clause 7023% an! %03%35 inclu!in e"caationan! ac)fillin
A!! 2 per cent cost of material for miscellaneous item li)esynthetic cor!
+urplus e"caate! material to e use! at site3 ence +eparate costfor !isposal not a!!e!3
Proi!in an! layin pain faric ith physical re*uirements asper tale 70'-2 oer a tac) coat of pain ra!e Bitumen 0-100penetration lai! at the rate of 1 ) per s*m oer thorouhlycleane! an! repaire! surface to proi!e a ater resistantmemrane an! crac) retar!in layer3 Pain faric to e free of
rin)lin an! fol!in an! to e lai! efore coolin of tac) coatroomin an! rollin of surface ith pneumatic roller to ma"imisepain faric contact ith paement surface
=.- =0- ayin+ 6ou*der 7pron in Crates of Syntetic 4eo+rids
Unit = cum
Taking output = 3.00 cum a) a!our
Mate !ay 030,0 15307 11310 4-12
Ma!oor s)ille! !ay 03500 20,3 10%350 4-15
Ma!oor !ay 13500 177307 2,53,1 4-1%
!) Materia*
Geo ri!s s*m 213000 77351 1,27372 M-105
Connectors/ +taples each 503000 L8A4?6N L8A4?6N M-05
Polymer rai!s metre 203000 L8A4?6N L8A4?6N M-1'0
+tones ith minimum sie of 200 mm cum %3'50 %'%37 11,307 M-00%
+tones spall for fillin oi!s cum 03'50 %17310 1'2370 M-00
c) "#eread car+es $ 0.1 on %a&!) L8A4?6N
d) ContractorBs profit $ 0.1 on %a&!&c) L8A4?6N
Cost for % cum K a@@c@! L8A4?6N
Rate per cum ' %a&!&c&d)( 9 L8A4?6N
say ;<U>
=. 9100 Reinforced /art Structures
;einforce! earth +tructures hae four main components as un!erE
$ .acia material an! its placement3
/ac component is ana*ysed separate*y as under@
consi!erin Aerae heiht of all K m3
Proi!in preparin an! layin of eori! crate! apron 1 m " 5 m,00 mm thic) inclu!in e"caation an! ac)fillin ith affles at 1
metre interal ma!e ith eori!s hain characteristics as perclause 70'32 oinin si!es ith connectors/rin staples top cornersto e tie tensione! placin of suitale cross interal ties in layers of%00 mm connectin opposite si!e ith lateral races an! tie! ithpolymer rai!s to aoi! ulin constructe! as per clause 70'3%3fille! ith stone ith minimum sie of 200 mm an! specific raitynot less than 23,5 pac)e! ith stone spalls )eye! to thefoun!ation recess in case of slopin roun! an! lai! oer a layer ofeote"tile to preent miration of fines all as per clause 70' an!lai! as per clause 250%3% an! approe! !esin3
a$ 6"caation for foun!ation foun!ation concrete an! cementconcrete rooe! seatin in the foun!ation for facin elements#facia material$3
c$ Assemlin oinin ith facin elements an! layin of thereinforcin elements3
!$ 6arth fill ith ranular material hich is to e retaine! y the all3
Any one of the aoe alternatie may e a!opte! as perapproe! !esin3
A!! 10 per cent of the cost of reinforcin strip toar!s accessoriesli)e tie-strips nuts an! olts an! loops/lus for oinin reinforcinelements ith the facia pannels oerlaps heat on!in ore"tension3
+ynthetic Geori!s as per clause %1023 an! approe!!esin an! specifications3
A!! 10 per cent of the cost of reinforcin elements #syntheticeori!s$ for accessories li)e tie-strips nuts an! olts an!loops/lus for oinin reinforcin elements ith the faciapannels oerlaps an! other protectie elements for syntheticeori!s3
Pre-cast ;CC M-%5 facin elements of sie as per !esin an!1 cm thic) for 75 s*m3 #;efer :tem 12.> %)$
:tem 123 #$Case :
A!! 2 per cent of cost of facia pannels for all necessary temporaryform or) scaffol!in an! proision of loops/lus for liftin ofpannels an! oinin the reinforcin elements3
139he specification an! construction !etails to e a!opte! shall eas per section %100 of Mo;9 +pecification3
23(rainae arranement shall e ma!e as per approe! !esinan! !rains3
%39he *uantity of filler me!ia shall e calculate! as per approe!!esin an! specifications an! shall e price! separately39he ratefor same to e a!opte! from chapter 153
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
1239he cost of reinforce! earth retainin all shall inclu!e folloinE
#:$ 6"caation for foun!ation inclu!in ac)fillin3
#ii$ .oun!ation concrete as per approe! !esin3
#iii$ Cost of facial pannels an! their erection 3
'36"caation for foun!ation inclu!in foun!ation concrete an!rooe in the foun!ation for seatin of ottom most facia panel an!cappin eam to e calculate! as per !esin an! price! separately39he rates for e"caation an! foun!ation concrete shall e ta)enfrom the chapter 12 & 1% in ri!e section3
539he earth fill to e retaine! is not inclu!e! in this analysis3 9hesame is to e or)e! out an! proi!e! separately complete as perclause %053
,3.or compaction of 6arthor) attention is inite! to clause %10535of Mo;9 +pecification3
734enth of reinforcin strips ill ary ith the heiht of all an! ille as per approe! !esin an! !rains3
39he type of reinforcin elements to e a!opte! shall e as perapproe! !esin an! specifications3
39he mar)et rate for supply of reinforcin elements an! theiraccessories are to e ascertaine! from repute! firms in the fiel! ofearth reinforcement3
1039he earth fill material shall e c lean free !rainin ranular ith
hih friction an! lo cohesion non-corrosie coarse raine! ithnot 10 per cent of particles passin 75 micron siee free of any!eleterious matter chlori!es salts aci!s al)alies mineral oilfunus an! microes an! shall e of specifie! P alue3
113Cappin eam is to e price! separately as per approe!!esin3 9he rate for cement concrete shall e ta)en from thechapter of su-structure in ri!e section3
#i$ Cost of reinforcin elements inclu!in their fi"in an! oinin ith the facial pannels3
#$ (rainae arranement inclu!in filter me!ia as per approe!!esin an! !rains3
1%3 9he compacte! earth fillin to e retaine! shall form part ofeman)ment3
Coarse san! %0 per cent cum 10300 20%375 222032 M-00'Cement 11 per cent tonne 53700 573'7 %%000300 M-01Cost of ater 4 %03000 1,7307 5012305 M-1
d) "#eread car+es $ 0.1 on %a&!&c) ,%3,
e) ContractorBs profit $ 0.1 on %a&!&c&d) 7,2305
Cost for %,0 meter K a@@c@!@e '50235,
Rate per metre ' %a&!&c&d&e)(980 2%'37%
say #35.00
>.2 -0> Cast in Situ Cement Concrete M 20 5er! ,it Canne*
Ref. toMoRTSpec.
Cost
Rs
Remar3s( nput
ref.
Construction of cement concrete )er ith top an! ottom i!th 115 an! 1,5 mm respectiely 250 mm hih in M 20
ra!e PCC on M-10 ra!e foun!ation 150 mm thic)foun!ation hain 50 mm proection eyon! )er stone )erstone lai! ith )er layin machine foun!ation concrete lai!manually all complete as per clause '0
iii) aintin+ an+*e iron post t,o coats s*m 03'%0 %300 1,377 :tem 3
a) a!our %Aor fiin+ at site)Mate !ay 03010 15307 135 4-12
Ma!oor !ay 03250 177307 ''327 4-1%
!) Materia*
Mil! steel anle iron 75 " 75 " , mm ) 13000 ',3527 '301 M-17 /1000
Printin ne letter an! fiures of any sha!e ith syntheticenamel paint lac) or any other approe! colour to ie aneen sha!e
indi # Matras commas an! the li)e not to e measure!
an! pai! for alf letter shall e counte! as half $
Proi!in an! fi"in of retro- reflectorise! cautionaryman!atory an! informatory sin as per :;C E,7 ma!e of hihintensity ra!e sheetin i!e clause 013% fi"e! oeraluminium sheetin 135 mm thic) supporte! on a mil! steelanle iron post 75 mm " 75 mm " , mm firmly fi"e! to theroun! y means of properly !esine! foun!ation ith M15ra!e cement concrete '5 cm " '5 cm " ,0 cm ,0 cmelo roun! leel as per approe! !rain
iii) aintin+ an+*e iron post t,o coats s*m 03'%0 %300 1,377 :tem 3
a) a!our %Aor fiin+ at site)
Mate !ay 03010 15307 135 4-12
Ma!oor !ay 03200 177307 %53'1 4-1%
!) Materia*
) 13000',3527 '302 M-17 /1000
s*m 03007023%% 711230 M-0,1
1532
c) Macinery
9ractor-trolley hour 03020 171302 %3'2 P&M-05%
d) "#eread car+es $ 0.1 on %a&!&c) 13,7
e) ContractorBs profit $ 0.1 on %a&!&c&d) 013,'
Cost for 03 s*m K:@ii@ii@ a@@c@!@e 10',32
11,%230%
say 1163#.00
Note
>.8 >01
Unit = s$m
Taking output = 1.50 s$m
13Any one area of aluminium sheetin ien at #i$ to #ii$ maye a!opte! as per site re*uirement an! in accor!ance ith:;C E ,7
23;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters
%3 9he !epth of foun!ation an! *uantity of cement concretein the foun!ation are in!icatie3 9hese may e increase! forareas hain hiher in! elocities li)e in coastal areas39his is applicale to all roa! sins an! !irections oar!s3
Direction and *ace dentification Si+ns upto 0.< sqm
Si:e 6oard.
Proi!in an! erectin !irection an! place i!entificationretro-reflectorise! sin as per :;CE,7 ma!e of hih intensityra!e sheetin i!e clause 013% fi"e! oer aluminiumsheetin 2 mm thic) ith area not e"cee!in 03 s*msupporte! on a mil! steel sinle anle iron post 75 " 75 " ,mm firmly fi"e! to the roun! y means of properly !esine!foun!ation ith M15 ra!e cement concrete '5 " '5 " ,0cm ,0 cm elo roun! leel as per approe! !rain
Mil! steel anle iron 75 mm " 75 mm " , mm235metres lon
Aluminium sheetin fi"e! ith encapsulate! lens typereflectie sheetin of sie 03 s*m
A!! 2 per cent of cost of materials for !rillin holes nutsolts farication etc3
Rate per sqm %for si+n a#in+ area upto 0.< sqm) '%&ii&iii&a&!&c&d&e)(0.<0
:$ 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een analyse! separately
ii$ ;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters
Direction and *ace dentification Si+ns ,it si:e moretan 0.< sqm si:e 6oard.
Proi!in an! erectin !irection an! place i!entificationretro- reflectorise! sin as per :;C E,7 ma!e of hihintensity ra!e sheetin i!e clause 013% fi"e! oeraluminium sheetin 2 mm thic) ith area e"cee!in 03s*m supporte! on a mil! steel anle iron post 75 mm " 75mm " , mm 2 Ios3 firmly fi"e! to the roun! y means ofproperly !esine! foun!ation ith M 15 ra!e cement
concrete'5 cm " '5 cm " ,0 cm ,0 cm elo roun! leelas per approe! !rain
A!! 2 per cent of cost of materials for !rillin holes nutsolts farication etc3
Rate per sqm % for si+n a#in+ area more tan 0.< sqm)' % i&ii&iii&a&!&c&d&e)(1.0
i$ 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een analyse! separately
ii$ ;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters
Proi!in an! erectin oerhea! sins ith a corrosionresistant 2mm thic) aluminium alloy sheet reflectorise! ith
hih intensity retro-reflectie sheetin of encapsulate! lensetype ith ertical an! lateral clearance ien in clause 0232an! 023% an! installe! as per clause 0237 oer a !esine!support system of aluminium alloy or alanise! steeltrestles an! trusses of sections an! type as per structural!esin re*uirements an! approe! plans
Aluminium alloy/alanise! steel inclu!in 5 per cent astae
A!! 1 per cent on cost of material for nuts olts an! !rillinan! el!in consumales
A!! 15 per cent on cost of material for farication of trussesas per approe! !esin
A!! 1 per cent of cost of laour for liftin arranement li)ela!!ers pulleys ropes etc
13 9he cost of e"caation an! foun!ation concrete for fi"inof ertical support system to e or)e! out separately asper the approe! !rain/!esin an! to e inclu!e! in theestimate3
23 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een inclu!e! separately in this chapter3
Paintin to coats after fillin the surface ith syntheticenamel paint in all sha!es on ne plastere! concretesurfaces
A!! for scaffol!in 1 per cent of laour cost herere*uire!
Proi!in an! applyin to coats of rea!y mi" paint ofapproe! ran! on steel surface after throuh cleanin ofsurface to ie an een sha!e
d) "#eread car+es $ 0.1 on %a&!&c) 2717%3'e) ContractorBs profit $ 0.1 on %a&!&c&d) 203%
Cost for ,'0 s*m K a@@c@!@e %27312
Paintin lines !ashes arros etc on roa!s in to coats onol! or) ith rea!y mi"e! roa! mar)in paint conformin to:+E 1,' on ituminous surface inclu!in cleanin thesurface of all !irt !ust an! other forein matter !emarcationat site an! traffic control
Proi!in an! layin of hot applie! thermoplastic compoun!235 mm thic) inclu!in reflectorisin lass ea!s 250 msper s*m area thic)ness of 235 mm is e"clusie of surfaceapplie! lass ea!s as per :;CE%5 39he finishe! surface toe leel uniform an! free from strea)s an! holes3
i) ContractorBs profit $ 0.1 on %f&+&) 21350217305
13 A sealin primer may e applie! in a!ance on cementconcrete paement to ensure proper on!in3 Any laitancean!/or curin compoun! to e remoe! here paint isre*uire! to e applie! on concrete surface3
23Cost of painter is alrea!y inclu!e! in hire chares of roa!mar)in machine3
;einforce! cement concrete M15ra!e )ilometre stone ofstan!ar! !esin as per :;CE-10 fi"in in positioninclu!in paintin an! printin etc
e) etterin+ on 3m post %a#era+e 90 *etters of 10cm ei+t eac)
per cm perletter
e) etterin+ on 3m post % a#era+e 12 *etters of 10cm ei+t eac)
per cm perletter
Cost for 1' Ios3 or!inary )m stone K #a@@ c@!@e@f@@h@i$
A!! 10 per cent cost of material for installation 1%5%325
c) "#eread car+es $ 0.1 on %a&!) 150730%
d) ContractorBs profit $ 0.1 on %a&!&c) 1,5737%
Cost for %0 Ios3 !elineators K #a@@ c@!$ 12%5300
Rate per de*ineators ' %a&!&c&d) (90 ,073%
say 608.00
Note
>.18 >08 6oundary pi**ar
Rate for eac ordinary 3m stone ' %a&!& c&d&e&f&+&&J)(1-
e) etterin+ on 3m post %a#era+e 1 *etter of 10 cmei+t eac)
per cm perletter
Cost for %% Ios3 ectometer stone K #a@@c@!@e@f@ @h@i$
Rate for eac ectometer stone ' %a&! &c &d&e&f&+&&i) ( 99
9he rate for e"caation cement concrete steelreinforcement paintin an! letterin may e ta)en fromrespectie chapters3
+upplyin an! installation of !elineators #roa! ayin!icators haar! mar)ers oect mar)ers$ 0-100 cm hihaoe roun! leel painte! lac) an! hite in 15 cm i!estrips fitte! ith 0 " 100 mm rectanular or 75 mm !iacircular reflectorise! panels at the top urie! or presse! intothe roun! an! conformin to:;C-7 an! the !rains3
Cost of approe! type of !elineators from :+: certifie!firm as per the stan!ar! !rain ien in :;C - 7
:n case of soft roun! a proper foun!ation may e proi!e!as per approe! !esin3 :n case foun!ation is re*uire! to eproi!e! the items of e"caation an! foun!ation concrete
are re*uire! to e measure! an! pai! separately3
;einforce! cement concrete M15 ra!e oun!ary pillars ofstan!ar! !esin as per :;CE25-1,7 fi"e! in positioninclu!in finishin an! letterin ut e"clu!in paintin
iii) RCC M ? 20 for pre cast posts 8 nos of 1.>metres eac
Proision of an ;einforce! cement concrete crash arrier atthe e!es of the roa! approaches to ri!e structures an!me!ians constructe! ith M-20 ra!e concrete ith +(reinforcement conformin to :;CE21 an! !oel ars 25 mm!ia '50 mm lon at e"pansion oints fille! ith pre-moul!e!asphalt filler oar! )eye! to the structure on hich it is uiltan! installe! as per !esin ien in the enclosure to M>+9circular Io3 ;</I - %%022/1/'-(> ::: !ate! 2' =une 1'as per !imensions in the approe! !rain an! at locations!irecte! y the 6nineer all as specifie!
i$ 6"caation an! ac)fillin are inci!ental to or) an! not toe measure! separately3
ii$ ;ate for ;CC M 20 may e ta)en from chapter on superstructure3
Proi!in an! erectin a H<H metal eam crash arriercomprisin of % mm thic) corruate! sheet metal eam rail70 cm aoe roa!/roun! leel fi"e! on :+MC serieschannel ertical post 150 " 75 " 5 mm space! 2 m centre tocentre 13 m hih 131 m elo roun!/roa! leel all steel
parts an! fitments to e alanise! y hot !ip process allfittins to conform to :+E1%,7 an! :+E1%,' metal eam rail toe fi"e! on the ertical post ith a spacer of channel section150 " 75 " 5 mm %%0 mm lon complete as per clause 10
+pacer 150 " 75 " 5 mm channel 035', m lon% Ios ) 2,3,0',3527 12'372 M-17 /1000
Iuts an! olts ) %03000 '53'2 1%,23,5 M-1%0
1'3
d) "#eread car+es $ 0.1 on %a&!&c) 117'3'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 1213%
Cost for '35 metre K a@@c@!@e 1'211321
Rate per metre' %a&!&c&d&e)(-. %15305
say 3158.00
Corruate! sheet% mm thic) H<H eam sect ionrailin'35 m in lenth
Channel post 150 " 75 " 5 mm13 m lon% Ios 1,3' ) per metre
+pacer 150 " 75 " 5 mm channel 03%% m lon% Ios 1,3' ) per metre
A!! 25 per cent of the cost of material for farication nutsolts an! ashers etc3$
Proi!in an! erectin a H9hrieH metal eam crash arriercomprisin of % mm thic) corruate! sheet metal eam rail5 cm aoe roa!/roun! leel fi"e! on :+MC serieschannel ertical post 150 " 75 " 5 mm space! 2 m centre tocentre 2 m hih ith 1315 m elo roun! leel all steelparts an! fitments to e alanise! y hot !ip process all
fittins to conform to :+E1%,7 an! :+E1%,' metal eam rail toe fi"e! on the ertical post ith a space of channel section150 " 75 " 5 mm 5', mm lon complete as per clause 10
Corruate! sheet% mm thic) H9hrieH eam sectionrailin'35 m in lenth
Channel post 150 " 75 " 5 mm 2 m lon% Ios 1,3') per metre
A!! 15 per cent of the cost of material for farication nutsolts an! ashers etc3$
>.2 A*ei!*e Cras 6arrierF Hire Rope Safety 6arrier
Unit = ?unning mete
9a)in output K 15 metre
a) a!our
Mate !ay 03120 15307 22321 4-12
Ma!oor !ay 23000 177307 %5'31' 4-1%
Blac)smith !ay 13000 2%'32 2%'32 4-02!) Materia*
i$ ;+ =oist 100 " 75 mm - 1,35 m 1135 ) per metre ) 103000',3527 '031 M-17 /1000
) ',3000',3527 21'032, M-17 /1000
) 13'00',3527 7,5375 M-17 /1000
) ,53000237, 1%'3%' M-177
10'30%
c) aintin+
Applyin 2 coats of paintin on e"pose! surface s*m 1,3500 %300 ,'%350 :tem 3
d) Macinery
9ractor-trolley hour 03250 171302 '2375 P&M-05%
e) "#eread car+es $ 0.1 on %a&!&d) 2%'130
f) ContractorBs profit $ 0.1 on %a&!&d&e) 25753
Cost for 15 m K a@@c@!@e@f 2732%
Rate per m ' %a&!&c&d&e&f)(1 1%135
say 1"3#.00
Note
>.28 7nti?4*are De#ices in Median
7 *antation
:n the case of me!ian crash arrier J<J metal eam or thrieeam section shoul! e proi!e! on oth si!es of theertical posts fi"e! in the me!ian3 6"tra proision for metaleam railin an! spacer is re*uire! to e ma!e hen fi"e!in the me!ian !epen!in on approe! !esin3
+ince it is a rea!y ma!e item commercially pro!uce! an!erecte! y specialise! firm in the electrical an! electronicfiel! rate may e ta)en ase! on mar)et en*uiry from firmsspecialise! in this fiel! an! :+: certifie! for the approe!!esin an! !rain3
Su++est
i#e
Proi!in an! erectin a ire rope safety arrier ith erticalposts of me!ium eiht ;+ =oist #:+MB series$ 100 mm " 75mm #11350 )/m$ 1350 m lon 035 m aoe roun! an!03,5 m elo roun! leel split at the ottom for etter ripeme!!e! in M 15 ra!e cement concrete '50 " '50 " '50mm 1350 m center to center an! ith ' horiontal steel irerope '0 mm !ia an! anchore! at terminal posts 15 m apart39erminal post to e eme!!e! in M 15 ra!e cementconcrete foun!ation 2'00 " '50 " 00 mm #!epth$strenthene! y a strut of ;+ oist 100 " 75 mm 2 m lonat '50 C inclination an! a tie 100 " mm 1350 m lon at theottom all eme!!e! in foun!ation concrete as perapproe! !esin an! !rain rate e"clu!in e"caation an!cement concrete3
ii$ +truts - 2 Ios3 for terminal posts2 m lon each 2 " 2" 11350
iii$ 9ie 2 Ios3 of mm steel plate135 s*m each forterminal posts ,230 )/s*m #2 " 135$
i$ +teel ire rope '0 mm inclu!in 7350 per cente"tra for fi"in at en!s 15 " ' " 13075 1 ) per m
A!! 5 per cent of cost of material for !rillin rippin fi"infarication an! el!in consumales
9he items of e"caations an! cement concrete or)s ill emeasure! an! inclu!e! separately as per the approe!!esins an! !rains3
A!! 5 percent of cost of material for faricationnutsolts etc '5355
c) Macinery
9ractor-trolley hour 03100 171302 17310 P&M-05%
d) aintin+
Plantation of shrus an! plants of approe! species in theme!ian3 apart from cuttin o ff lare from ehicle comin fromopposite !irection these plants proi!e a pleasantenoirenment an! are eco-frien!ly3 9he rate for this item isaailale in the chapter 11 on horticulture3
7nti?+*are screen ,it 2 mm stee* pipe frame,or3 fied
,it circu*ar and rectan+u*ar #anes
Proi!in an! erectin an anti - lare screen ith 25 mm !iaertical pipes faricate! an! frame! in the form of panels ofone metre lenth an! 1375 metre heiht fi"e! ith circularane 250 mm !ia at top an! rectanular ane ,00 " %00 mmat the mi!!le ma!e out of steel sheet of % mm thic)nessen! ertical pipes of the panel ma!e larer for eme!!in infoun!ation concrete applyin 2 coats of paint on all e"pose!surfaces all as per approe! !esin an! !rains3
ii$ M+ sheet for ,00 " %00 " % mm rectanular aneone numer 2')/s*m
iii$ M+ sheet for 250 mm !ia circular ane % mm thic)'numers 2' )/s*m
A!! 5 per cent cost of material for farication el!inen!in nuts olts etc
9he items of e"caation an! cement concrete as perapproe! !esin to e measure! an! pai! separately
Proi!in an! erectin anti - lare screen ith rectanularanes of sie 750 " 500 mm ma!e from M+ sheet % mmthic) an! fi"e! on M+ anle 50 " 50 " , mm at an anle of'50 C to the !irection of flo of traffic 135 m center tocenter top e!e of the screen 1375 m aoe roun! leelertical post firmly eme!!e! in M-15 cement concrete
foun!ation 03,0 m elo roun! leel applyin 2 coats ofpaint on e"pose! faces all complete as per approe! !esinan! !rains
Rate per *i+t for fiin+ in Median' a&!&c&d&e L8A4?6N
say ;<U>
% ii) Aor fiin+ in Aootpat
Rate per *i+t for Aiin+ in Aootpat ' a&!&c&d&e L8A4?6N
say ;<U>
Note
>.2> i+tin+ on 6rid+es
Unit = ac!9a)in output K one liht
a) a!our
Mate !ay 03020 15307 %370 4-12
Ma!oor !ay 03'00 177307 703% 4-1%
9he items of e"caation an! cement concrete as perapproe! !esin to e measure! an! pai! separately3 ;ateof paintin has een analayse! separately in this chapter3
Su++esti#e
Proi!in an! erectin street liht mounte! on a steelcircular hollo pole of stan!ar! specifications for streetlihtin m hih space! '0 m apart 13 m oerhan onoth si!es if fi"e! in the me!ian an! on one si!e if fi"e! onthe footpath fitte! ith so!ium apour lamp an! fi"e! firmlyin concrete foun!ation3
i$ +teel circular hollo pole of stan!ar! specification forstreet lihtin to mount liht at m heiht aoe roa!leel
A!! 5 per cent of cost of material for hol!er electric caleinsulation la!!er scaffol!in etc
Proi!in to coats of alluminium paint oer steelcircular hollo pipe ith oerhan on oth si!es
Proi!in to coats of alluminium paint oer steelcircular hollo pipe ith oerhan on one si!e
9he items of e"caation an! cement concrete foun!ation ille measure! an! inclu!e! separately in the estimate as perapproe! !esin an! !rain3 9he rate for paintin haseen analyse! in this chapter3
Su++esti#e
Proi!in an! fi"in lihtin on ri!es mounte! on steelhollo circular poles of stan!ar! specifications 5 m hihfi"e! on parapets ith cement concrete 20 m apart an!fitte! ith so!ium apour lamp
ii$ +o!ium apour lamp 70 att each 13000 ,737 ,737 M-1,
L8A4?6N
c) aintin+
s*m 237,0%300 1073,' :tem 3
d) "#eread car+es $ 0.1 on %a&!) L8A4?6N
e) ContractorBs profit $ 0.1 on %a&!&d) L8A4?6N
Rate per *i+t ' a&!&c&d&e L8A4?6N
say ;<U>
Note
>.2< Ca!*e Duct 7cross te Road
Case%i) Sin+*e ro, for one uti*ity ser#iceUnit = ?unning mete
9a)in output K 20metres
cum 23%,027300 ,7'3'' :tem 1237 # B$
!) a!our
Mate !ay 03050 15307 325 4-12
Ma!oor !ay 13000 177307 177307 4-1%
Ma!oor s)ille! !ay 03250 20,3 51375 4-15
c) Materia*
;einforce! Cement Concrete pipe %00 mm !ia metre 203000 2'300 1'0300 M-151
cum 7320015%300 11013,0 M-00
Collar for oints %00 mm !ia each 3000 input L8A4?6N M-0%
Cement mortar 1E2 for oints cum 03020 '2'7300 '3' :tem 123, #B$
d) Macinery
9ractor-trolley hour 03500 171302 5351 P&M-05%
e) "#eread car+es $ 0.1 on %!&c&d) L8A4?6N
f) ContractorBs profit $ 0.1 on %!&c&d&e) L8A4?6N
Cost for 20 metre K a@@c@!@e@f L8A4?6N
Rate per metre ' %a&!&c&d&e&f)(20 L8A4?6N
say ;<U>
>.2< Case%ii) Dou!*e ro, for t,o uti*ity ser#ices
Unit = ?unning mete
9a)in output K 20metres
cum %3%7027300 70232% :tem 1237 # B$
!) a!our
Mate !ay 03050 15307 325 4-12
i$ +teel circular hollo pole of stan!ar! specification forstreet lihtin to mount liht at 5 m aoe !ec) leel
A!! 1 per cent of cost of material for hol!er electric caleinsulation la!!er scaffol!in etc
Proi!in to coats of alluminium paint oer steelcircular hollo pipe
9he items of cement concrete to e measure! an! pai!separately as per approe! !esin3 9he rate for paintin hasalrea!y een analyse! in this chapter3
Su++est
i#e
Proi!in an! layin of a reinforce! cement concrete pipe!uct %00 mm !ia across the roa! #ne construction$e"ten!in from !rain to !rain in cuts an! toe of slope to toeof slope in fills constructin hea! alls at oth en!sproi!in a minimum fill of ranular material oer top an!si!es of ;CC pipe as per :;CE-17 e!!e! on a 03% mthic) layer of ranular material free of roc) pieces outer toouter !istance of pipe at least half !ia of pipe suect tominimum '50 mm in case of !oule an! triple ro !ucts oints to e ma!e lea) proof inert leel of !uct to e aoehiher than roun! leel to preent entry of ater an! !irtall as per :;CE - 17 an! approe! !rains3
a) Random Ru!!*e masonry(6ric3 masonry in
cement mortar 1@8 for ead ,a** !ot side
Granular soil ith P: less than , for e!!in an! si!es
of pipe #03, " 03, " 20 m$
a) Random Ru!!*e !ric3(6ric3 masonry in cementmortar 1@8 for ead ,a** !ot sides.
>.92 Traffic Contro* System and Communication System
>.99 4antry Mounted Earia!*e Messa+e Si+n 6oard
%i) 4antry Support System
Unit = tonne
9a)in outputK1 tonne
a) a!our
Mate !ay 03120 15307 22321 4-12
Ma!oor !ay 23000 177307 %5'31' 4-1%
Blac)smith !ay 13000 2%'32 2%'32 4-02
!) Materia*
tonne 13050',2%32, '55132% M-0,0
7223,
'5351
c) Macinery9ruc) 10 tonne hour 13000 77%300 77%300 P&M-057
d) "#eread car+es $ 0.1 on %a&!&c) 57703%1
e) ContractorBs profit $ 0.1 on %a&!&c&d) ,%'73%'
Rate per tonne ' a&!&c&d&e ,20370
say 6"8#1.00
>.99 %ii) Messa+e Disp*ay
Su++esti#e
tems Re*ated to Underpass( Su!,ay( "#eread 6rid+e("#eread Aoot 6rid+e
9he items inole! for un!erpass/ suay/ oerhea! ri!e/oerhea! foot ri!e are earthor) plain cement concreteplasterin paintin information sin etc3 9he rates for theseitems are aailale in respectie chapters hich can e
a!opte! for the *uantities !erie! from the approe!!esins an! !rains
Su++esti#e
Proi!in a traffic control centre an! communication systeminclu!in telecommunication facilities an! relate!accessories CC98 ra!ar ehicle !etection camera centralcomputer system
9hese are specialise! item of telecommunication systeman! are the commercial pro!ucts3 9he !esiner is re*uire!to contact the manufacturers to ascertain mar)et prices3 :ncase of ciil or)s re*uire! to e e"ecute! for theseinstallations pricin may e !one as per rates in releantchapters for *uantities !erie! as per approe! !esin an!
!rain3As rear!s the locations here such !eices are re*uire! toe installe! the traffic control authority shoul! e consulte!to finalise the location
Su++est
i#e
Proi!in an! erectin antry mounte! ariale messaesin oar! electronically operate! capale of flashin the!esire! messae oer a !esine! support system ofaluminium alloy or alanise! steel erecte! as per approe!!esin an! !rains an! ith lateral clearance as perclause 023%
Alluminium alloy/alanise! steel inclu!in 5 per cent astae
A!! 15 per cent of cost of material for farication an!erection3
A!! 1 per cent of cost of material for nuts olts an! el!in
Messae !isplay oar! , s*m electronically operate! ithcomplete electronic fitments for flashin the pre-!etermine!messaes3
9his is a specilise! commercial pro!uct an! the lumpsumrate inclu!in erection at site is re*uire! to e as certaine!from the mar)et an! inclu!in in the rate analysis3 9he sieof the oar! ill ary !epen!in upon specific location3
9he rate for the antry mounte! ariale sin oul! e thea!!ition of cost of antry support system as per approe!!esin !etermine! at #i$ aoe an! the cost of messae!isplay oar! as certaine! from the mar)et at #ii$ aoe
>.9- Traffic mpact 7ttenuators at 7!utments and iers
7 Hit Scrap Tyres
Unit = s$m
9a)in output K 20s*m
a) a!our
Mate !ay 0300 15307 1'31 4-12
Ma!oor !ay 13500 177307 2,53,1 4-1%
Blac)smith !ay 03250 2%'32 5357 4-02
!) Materia*
+crap tyres of sie 00 " 20 each 03000 5320 '7%,3% M-1,1
20 mm steel ire rope ) 1503000 237, '',%35 M-17,
A!! 1 per cent of cost of ire rope for clamps etc3 ''3,'
c) Macinery
9ractor-trolley hour %3000 171302 51%305 P&M-05%
d) "#eread car+es $ 0.1 on %a&!&c) 1003,
e) ContractorBs profit $ 0.1 on %a&!&c&d) 11103,,
Cost for 20 s*m K a@@c@!@e 12217327
Rate per sqm ' %a&!&c&d&e)(20 ,103,
say 611.00
>.9- 6 Usin+ *astic(Stee* 6arre*F Ai**ed ,it Sand
Unit = s$m
9a)in output K 20s*m
a) a!our
Mate !ay 031%0 15307 2'30, 4-12
Ma!oor !ay %3000 177307 5%1321 4-1%
Blac)smith !ay 03250 2%'32 5357 4-02
!) Materia*
Plastic arrels each 503000
or
+teel arrels each 503000 03' '5'2317 M-172
+an! cum 3000 20%375 1,%030' M-00'20 mm steel ire rope ) 153000 237, '',3% M-17,
A!! 1 per cent of cost of ire rope for clamps etc3 '3',
c) Macinery
9ractor-trolley hour 23000 171302 %'230' P&M-05%
d) "#eread car+es $ 0.1 on %a&!&c) 7573
e) ContractorBs profit $ 0.1 on %a&!&c&d) %%3,
Cost for 20 s*m K a@@c@!@e 170350
Rate per sqm ' %a&!&c&d&e)(20 '535%
say 45".00
>.9- C Hit ? DR" ce** Sand,ic %atented)
Su++esti#e
Proision an! installation of traffic attenuators atautment/pier of flyoers ri!es usin scrap tyres of sie100 " 20 retriee! from truc)s lai! in 2 ros an! ' tiers one
aoe the other an! tie! ith 20 mm ire rope as perapproe! !esin an! !rains3
Proision an! installation of traffic impact attenuator atautment/pier of flyoers ri!es usin plastic/steel arrels03,0 m !ia an! 130 m in heiht fille! ith san! in three rosan! tie! ith20 mm steel ire rope as per approe! !esin
an! !rains
#:n this patente! : - (;> cell system ater ets
!ischare! from plastic tues on impact oer a pre-!etermine! time thus asorin the enery$
A!! 10 per cent of cost of material for fi"in an! installation %530%
c) "#eread car+es $ 0.1 on %a&!) %,3
d) ContractorBs profit $ 0.1 on %a&!&c) 10%03,
Cost for 50 stu!s K a@@c@! 11%%73',
Rate per studs ' %a&!&c&d)(0 22,375
say ##7.00
>.98 Traffic Cone
Unit = ?unning mete
9a)in output K , Ios3
a) a!our
Mate !ay 03020 15307 %370 4-12
Ma!oor !ay 03500 177307 35' 4-1%
!) Materia*
9raffic cones ith 150 mm reflectie sleee each ,3000 %'370 2,%351 M-1,
Proi!in an! installin a patenten! : - (;> cell system asa traffic impact attenuators usin plastic tues 50 cm !ia132 m in heiht 25 mm openin at the top place! in threeros fille! ith ater an! tie! ith a 20 mm steel ire rope
Su++esti#e
9oa# Marker&/9oa# Ftu# w%th pla&t%< Ko#) of9-M/@F@/HC-F a& per <lau&e 38.6.0 of ME9TH,Otte# w%th len&e reSe<tor&, %n&talle# %n <on<reteor a&phalt%< &urfa<e K) #r%ll%n! hole 23 II uptoa #epth of 73 II an# Ke##e# %n a &u%taKleK%tuI%nou& !rout or epox) Iortar, all a& per F
52 part 8N0452=
plastic o!y of ;PM/A+A/:P+ 100 " 100 mm fitte! ith lense reflectors
Su++est
i#e
Proision of re! fluorescent ith hite reflectie sleee trafficcone ma!e of lo !ensity polyethylene #4(P6$ material ith a s*uare ase of %0 " %0 " %5 mm an! a heiht of770 mm ' ) in eiht place! at 135 m interal all as perB+ 7%
Proi!in a lan plante! ith rass an! its maintenance
>.9> Rum!*e Strips
Unit = s$m
9a)in output K 100 s*m #inclu!in aps$
>.9< o*iceman Um!re**a
Unit = eac!
9a)in output K one numer
6arthor) cum
Cement Concrete cum
ric) masonry or cum
stone masonry cum
Paintin s*m 23500
a) a!our
Mate !ay 0300
Ma!oor !ay 13000
Blac)smith !ay 13000
<el!er !ay 03250
Su++esti#e
Proi!in plainly furnishe! accommo!ation for rest rooms!ormitories restaurants stalls shops petrol pumptelephone ooth first ai! room traffic ai! post policeassistance ooth inclu!in electricity toilet an! seeraesystem
Pricin may e !one ase! on current plinth area ratesapproe! y P<(/CP<(/M6+ for a particular one3 Area isre*uire! to e assesse! for specific location as per actual
site con!itionsar3in+ areas and !us *ay!yes for truc3sF !uses and*i+t #eic*es
Pricin of par)in areas may e !one for the *uantities ofarious items ase! on the approe! !imensions an!paement !esin for a particular terrain an! soil3 ;ates foritems may e from respectie chapters3
Pricin of lan may e !one as per rates ien in thechapter on horticulture for the *uantities as per approe!!imensions in the !rains
Su++esti#e
Proision of 15 nos rumle strips coere! ith premi"ituminous carpet 15-20 mm hih at center 250 mm i!eplace! at 1 m center to center at approe! locations tocontrol spee! mar)e! ith hite strips of roa! mar)inpaint3
9he rate per s*m of premi" carpet an! roa! mar)in may ea!opte! from chapter 5 & respectiely for the *uantitiescalculate! from approe! !rains
Su++esti#e
Proision of a 2 m hih #floor to roof$ umrella for traffic
policeman at roa! crossins here necessary installe! on araise! platform uilt on a central support of a steel pipe 100mm !ia roof ma!e of 25 mm !ia steel pipe to proi!ecoere! area of % s*m roofe! ith CG: sheets all steelparts to e ien 2 coats of paint
Duantities of these items to ecalculate! as per approe! !esin an!cost a!!e! as per rates of these itemsien in chapter % an! 1%
A!! 25 per cent of cost of material for farication
c) Macinery
9ractor-trolley hour 03500
d) "#ereads $ per cent on %a&!&c)
e) Contractors rofit$ per cent on %a&!&c&d)
Rate per po*iceman um!re**a ' a&!&c&d&e
>.-0 i+ Mast o*e i+tin+ at ntercan+es and A*yo#ers
>.-1 To** *a:a
c$ 9oll ooths ith interate! roof coer
!$ Barrier ates for in!ii!ual lanes
f$ 9oll plaa office e*uipment an! furniture
i$ ih mast lihtin
$ Paement mar)in
)$ >erhea! sins
l$ .i"e! messae sins #A!ance$
m$ 8ariale messae sins
n$ 9raffic cones an! pylons
o$ .irst ai! post
p$ 9raffic ai! post an! security
A!! 2 per cent of cost of material for el!in consumales=-hoo)s ashers etc3
su++esti#e
Proi!in an! erectin a hih mast pole lihtin ith %0 mhih hot !ip alanise! mast !esine! to ithstan! forcese"erte! ith in! spee!s of 10 )m per hour ith % secon!s
ust as per :+E75 #Part %$ - 17 fitte! ith a ase flane!oor at the ase of mast ith heay !uty internal loc)lantern carriae suitale inchin arranement for safe or)in loa! of 750 ) an! hih poere! electrically !rienpoer tools for raisin an! loerin of lantern carriaefle"ile core electric cale lihtenin con!uctor earthinterminal an! fi"in 2 nos aiation ostruction lihts on top ofthe mast all complete as per approe! !esin an! !rains
9his is a specialise! or) an! is enerally !one y firms ho specialise in such os3 9he !etaile! !esins an!estimates are sumitte! y the firms alon ith their ten!erfor chec)s y the (epartment3 9he cost of this or) isre*uire! to e or)e! out ase! on approe! !esin
!rains an! estimate of the loest ten!er3 A separatecontract for this or) is conclu!e! as the contractors forroa! an! ri!e or)s enerally !onot un!erta)e such os3
9he construction operation an! maintenance of 9oll Plaacan e ro)en into separate items of or) as un!er ase!on the approe! !esin an! !rainsE-
a$ Proision of toll collection serice lane to separate!ifferent cateories of ehicles for purpose of toll collection39his inoles consi!erale increase in carriae ay i!th
$ Proision of 235 m i!e separators for !ifferent tollcollection serice lanes for safety
e$ Proision of uil!in to proi!e facility to toll plaapersonnel
>.-2 Safety De#ices and Si+ns in Construction Lones
Unit = eac!
9a)in output K one sin post
a$ (iersion one )m ahea!
$ 9raffic sin ahea!
c$ ;oa! ahea! close!
!$ Men at or)
e$ ;oa! narro
f$ +inle file traffic
$ ;iht lane !ierte!
h$ 4eft lane !ierte!
i$ ;iht lane close!
$ 4eft lane close!
)$ Me!ian close!
l$ (iersion to other carriaeay
m$ 9raffic sinal ahea!
n$ 9o ay traffic
o$ ?n - een roa!
p$ +lippery roa!
*$ 4oose chippins
r$ (ual carriaeay en!s
s$ (iersion
t$ (o not enter
u$ ;oa! close!
$ +top $ +lo
"$ >ne ay
y$ Gie ay
$ >erta)in prohiite!
aa$ +pee! limit
$ <eiht limit
cc$ eiht an! lenth limit
!!$ Io stoppin or stan!in
>.-9 orta!*e 6arricade in Construction Lone
9he *uantities for the aoe mentione! items may ecalculate! from the approe! !esin an! !rains an! theirrates a!opte! from respectie chapters of the +tan!ar! (ataBoo)
Proision an! fi"in of traffic sins for limite! perio! atsuitale locations in construction one comprisin of arninone approach transition one or)in one an! terminaltransition one ith a minimum !istance of ,0 cm from thee!e of the )er in case of )ere! roa!s an! 2 to % m fromthe e!e of the carriaeay in case of un-)ere! roa!s theottom e!e of the loest sin plate to e not less than 2 maoe the roa! leel fi"e! on ,0 mm " ,0 mm " , mm anleiron post foun!e! an! installe! as per approe! !esin an!!rains remoe! an! !ispose! of after completion ofconstruction or) all as per :;CE+PE55-2001
.olloin types of sins are re*uire! to e fi"e! inconstruction ones for safety of traffic
ee$ Any other arnin or reulatory safety sin as persite re*uirement an! consistent ith :;CE+PE55-2001 an!:;CE,7
9he rate for traffic sins are alrea!y or)e! out an! ienelsehere in this chapter3 9he same may e a!opte!3
Anle iron '5 " '5 " 5 mm ) 253000 ',3527 11,%31 M-17 /1000
M+ sheet %00 mm i!e235 m lon an! 23, mm thic) ) 153000 ',3527 ,731 M-17 /1000
Paint litre 03500 1%3%5 ,31 M-1%1
%7322
c) "#eread car+es $ 0.1 on %a&!) 21357
d) ContractorBs profit $ 0.1 on %a&!&c) 2'03'2
Rate per !arricade ' a&!&c&d 2,''3,7
say #645.00
>.-- ermanent Type 6arricade in Construction Lone
7 Hit stee* components
Unit = eac!
9a)in output K one arrica!e
a) a!our
Mate !ay 03050 15307 325 4-12
Ma!oor !ay 03%00 177307 5%312 4-1%
Painter !ay 03,00 22%32 1%%37 4-1
<el!er !ay 03%00 2%'32 7032 4-02
!) Materia*
Anle iron 50 " 50 " 5 mm2 m lon2 Ios3 ) 153000 ',3527 ,731 M-17 /1000
) 503000',3527 2%2,3%7 M-17 /1000
Paint litre 13000 1%3%5 1%3%5 M-1%1
%032'
c) "#eread car+es $ 0.1 on %a&!) %'535
d) ContractorBs profit $ 0.1 on %a&!&c) %0355
Rate per !arricade ' a&!&c&d '1,301
say 4186.00
>.-- 6 Hit ,ooden components
Unit = eac!
:nstallation of a steel portale arrica!e ith horiontal rail%00 mm i!e 235 m in lenth fitte! on a JAJ frame ma!e ith'5 " '5 " 5 mm anle iron section 135 m in heihthoriontal rail painte! #2 coats$ ith yello an! hite stripes150 mm in i!th at an anle of '5 0 C JAJ frame painte! ith2 coats of yello paint complete as per :;CE+PE55-2001
A!! 2 per cent of cost of steel for el!in consumalesnuts & olts an! !rillin holes
su++esti#e
Construction of a permanent type arrica!e ma!e of steelcomponents 135 m hih from roa! leel fitte! ith %horiontal rails 200 mm i!e an! ' m lon on 50 " 50 " 5
mm anle iron ertical support painte! ith yello an! hitestrips 150 mm in i!th at an anle of '50 C complete asper :;CE+PE55-2001
M+ sheet of 12 +<G% Ios of 200 mm i!th an! ' mlenth
A!! 1 per cent of cost of steel for el!in consumalesnuts & olts an! !rillin holes
Construction of a permanent type arrica!e ma!e of oo!encomponents 135 m hih from roa! leel fitte! ith %
horiontal plan)s 200 mm i!e an! %3,, m lon on 100 "100mm oo!en ertical post painte! ith yello an! hitestrips 150 mm in i!th at an anle of '5 0 C complete asper :;CE+PE55-2001
Construction of a permanent type arrica!e ma!e ith ric) or) in mu! mortar 135 m hih ' m lon ,00 mm thic)plastere! ith cement mortar 1E, painte! ith yello an!
hite strips
su++esti
#e
Proision of metal !rum/empty itumen !rum !elineator %00mm in !iameter 00 mm hih fille! ith earth for stailitypainte! in circumferential strips of alternate lac) an! hite100 mm i!e fitte! ith reflectors % Ios of 735 cm !ia all asper :;CE+PE55-2001
4ayin ;einforce! cement concrete pipe IP'/prestresse!concrete pipe for culerts on first class e!!in of ranular
material in sinle ro inclu!in fi"in collar ith cementmortar 1E2 ut e"clu!in e"caation protection or)sac)fillin concrete an! masonry or)s in hea! alls an!parapets 3
Taking output = 1#.5 metes % 5 pipes o' #.5 m lengt!eac! &
;CC pipe IP-' /prestresse! concrete pipe inclu!incollar at site
13 :n case of cement cra!!le e!!in *uantity of PCC M15is to e calculate! as per !esin an! price! separately an!a!!e! 3
23 9he rate analysis !oes not inclu!e e"caation cement
/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Mate !ay 0320 15307 5132 4-12
Mason !ay 13000 2%'32 2%'32 4-11
Ma!oor !ay ,3000 177307 10,23'2 4-1%
!) Materia*
+an! at site cum 0300 20%375 13%' M-005
Cement at site tonne 03070 573'7 '0532, M-01
metre 123500 5%13,0 ,,'5300 M-150
cum 53000 15%300 7,5300 M-00
c) "#eread car+es $ 0.1 on %a&!) ,0%321
d) ContractorBs profit $ 0.1 on %a&!&c) 75%35%
Cost for 1235 metres K a@@c@! %523
Rate per metre' %a&!&c&d)(12. ,,23%1
say 668#.00
Note
<.9 2<00
Unit = mete
7 1000 mm dia
a) a!our
Mate !ay 03%,0 15307 ,,3,% 4-12
Mason !ay 13000 2%'32 2%'32 4-11
Ma!oor !ay 3000 177307 1'1,35, 4-1%
!) Materia*
+an! at site cum 031'0 20%375 235% M-005
Cement at site tonne 03100 573'7 5735 M-01
metre 253000 '%53,0 100300 M-1'
Granular material passin 53, mm siee for e!!in cum 123500 15%300 112350 M-00
c) "#eread car+es $ 0.1 on %a&!) 11'1237'
d) ContractorBs profit $ 0.1 on %a&!&c) 1255'302
Cost for 1235 metres K a@@c@! 1%0'321
Rate per metre ' %a&!&c&d)(12. 110'735'
Note say 11048.00
<.9 6 1200 mm dia a) a!our
Mate !ay 035,0 15307 10%3,' 4-12
Mason !ay 23000 2%'32 ',35 4-11
Ma!oor !ay 123000 177307 212'3' 4-1%
;CC pipe IP-'/prestresse! concrete pipe inclu!in
collar at siteGranular material passin 5-, mm siee for classe!!in
13 :n case of cement cra!!le e!!in *uantity of PCC M15is to e calculate! as per !esin an! price! separately an!a!!e! 3
23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as per
4ayin ;einforce! cement concrete pipe IP' / prestresse!concrete pipe for culerts on first class e!!in of ranularmaterial in !oule ro inclu!in fi"in collar ith cementmortar 1E2 ut e"clu!in e"caation protection or)sac)fillin concrete an! masonry or)s in hea! alls an!parapets 3
Taking output = 1#.5 metes % 10 pipes o' #.5 m lengt!
eac! in t)o o)s.&
;CC pipe IP-'/prestresse! concrete pipe inclu!incollar at site
13 :n case of cement cra!!le e!!in *uantity of PCC M15is to e calculate! as per !esin an! price! separately an!a!!e! 3
23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
!) Materia*
+an! at site cum 0310 20%375 %,3, M-005
Cement at site tonne 031'0 573'7 1035% M-01
metre 253000 5%13,0 1%20300 M-150
cum 1%3750 15%300 210%375 M-00
c) "#eread car+es $ 0.1 on %a&!) 1%,%30
d) ContractorBs profit $ 0.1 on %a&!&c) 1525031
Cost for 1235 metres K a@@c@! 1,77513
Rate per metre' %a&!&c&d)(12. 1%'2031,
Note say 134#0.00
;CC pipe IP-' /prestresse! concrete pipe inclu!incollar at site
Granular material passin 5-, mm siee for class
e!!in
13 :n case of cement cra!!le e!!in *uantity of PCC M15is to e calculate! as per !esin an! price! separately an!a!!e! 3
23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections
10.9 9009 Maintenance of /art Sou*der %strippin+ ecess soi*)
Unit = s$m
Taking output = 100 s$m
Assumin aerae !epth of strippin as 75 mmDuantity of earth cuttin inole! K 735 cum
a) a!our
Mate !ay 03100 15307 1351 4-12
Ma!oor !ay 23500 177307 ''23, 4-1%
!) Macinery
Ref. toMoRT
Spec.
Remar3s(nput ref.
;estoration of rain cuts ith soil moorum rael or ami"ture of these clearin the loose soil enchin for %00
mm i!th layin fresh material in layers not e"cee!in 250mm an! compactin ith plate compactor or poer rammersto restore the oriinal alinment leels an! slopes
4ea! K1 )m &P&M-05
A!! 10 per cent of cost of carriae toar!s loa!in an!unloa!in chares3
>nly 75 per cent of fresh material has een proi!e! as 25per cent can e retriee! at site from earth that is flon!on the slope in the form of slurry an! !eposite! at the footof the rain cuts
Ma)in up loss of material/ irreularities on shoul!er to the
!esin leel y a!!in fresh approe! soil an! compactin it ith appropriate e*uipment3
4ea! K1 )m &P&M-05
A!! 10 per cent of cost of transportation to coer cost ofloa!in an! unloa!in
+trippin e"cess soil from the shoul!er surface to achieethe approe! leel an! compactin ith plate compactor
10.19 9000 ands*ide C*earance in ard Roc3 Requirin+ 6*astin+
Unit = cum
Taking output = 100 cum
a) a!our
Mate !ay 0300 15307 1,3,, 4-12
Ma!oor !ay 13500 177307 2,53,1 4-1%
(riller !ay 03750 20,3 15532' 4-0,
Blaster !ay 03070 23%1 20325 4-0%!) Macinery
(oer ( 0 A-1210 P ,0 cum per hour hour 13,70 %1%532' 52%535 P&M-01'
Air compressor 250 cfm ith to ac) hammer hour 23500 2%37, 7%'3'0 P&M-001
c) Materia*s
Gelatine 0 per cent %5 ) per 100 cum ) 173500 112377 17%3' M-10'
each 703000 1'327 3,% M-0' /100
c) "#eread car+es $ 0.1 on %a&!) '0301
d) ContractorBs profit $ 0.1 on %a&!&c) 10%'301
Cost for 100 cum K a@@c@!@e 11%7'31,
Rate per cum ' %a&!&c&d&e)(100 11%37'
say 114.00
Note
10.1- 9000 Sno, C*earance on Roads ,it Do:er
Unit = cum
Taking output = 5000 cum
a) a!our
Mate !ay 0300 15307 1'31 4-12
Ma!oor !ay 23000 177307 %5'31' 4-1%
!) Macinery
(oer ( 0 A-1210 P 50 cum per hour hour 530 %1%532' 1'%5321 P&M-01'
c) "#eread car+es $ 0.1 on %a&!) 103'2
d) ContractorBs profit $ 0.1 on %a&!&c) 20,3',
Cost for 5000 cum K a@@c@! 2275%30%
Rate per cum ' %a&!&c&d)(000 '355
say 4.60
Note
10.1 9000 Sno, C*earance on Roads ,it Sno, 6*o,ers
Unit = cum
4an! +li!e clearance inoles pushin of loose earth sli!e!on the roa! surface from hill face on the alley si!e3 +inceno cuttin of oriinal roun! is inole! the output of !oerhas een ta)en as ,0 cum per hour for soil or!inary roc)an! laste! har! roc)3 oeer if there are oection to!isposin of earth on alley si!e a!!itional resources for its!isposal shall e consi!ere! as per site con!itions3
Clearin of lan! sli!e in har! roc) re*uirin lastin for 50per cent of the oul!ers an! !isposal of the same on thealley si!e3
6lectric (etonators 1 (etonator for 2 Gelatine stic)sof 125 ms each
Cre!it for the roc) if foun! acceptale as constructionmaterial shall e affor!e!
+no clearance from roa! surface y a ull- !oer 1,5 pan! !isposin it on the alley si!e
i$ 4aour proi!e! ill not e cuttin the sno3 9hey ill eui!in the !oer operator on the alinment of the roa! asentire surface ets coere! ith sno an! the e!es of theroa! are not isile an! for chanin the la!e anle3 Alsothey ill )eep a atch on the hill si!e for any eentuality ofaalanches sli!e etc
+no clearance from roa! surface y a sno loer an!!isposin on the alley si!e3
Spreadin+ of S*ud+e Aarm Iard Manure or(and +ood/art
+prea!in of slu!e farm yar! manure or/ an! oo! earth inre*uire! thic)ness #cost of slu!e farm yar! manure or/an!
oo! earth to e pai! for separately$
Grassin ith J(oosJ rass inclu!in aterin an!maintenance of the lan for %0 !ays or more till the rassforms a thic) lan free from ee!s an! fit for moininclu!in supplyin oo! earth if nee!e!
:n the case of horticulture one mate has een proi!e! foreery 10 ma!oors as maintenance of rass an! plantsre*uire more care3
Ma3in+ a,ns inc*udin+ *ou+in+ and Dra++in+ ,it
BS,a+aB 6rea3in+ of C*od
Ma)in lans inclu!in plouhin an! rea)in of clo!remoal of ruish !ressin an! supplyin !oos rassroots an! plantin at 15 cm apart inclu!in supplyin an!sprea!in of farm yar! manure at rate of 031 cum per 100s*m
11.11 90>.2 Supp*y at Site He** Decayed Aarm Iard Manure
Unit = cum
Taking output = one cum
a& ateial
cum 13000 523,5 523,5 M-1,7
!) "#eread car+es $ 0.1 on %a) 5237
c) ContractorBs profit $ 0.1 on %a&!) 5315
Plantin of trees y the roa! si!e #Aenue trees$ in 03,0 m!ia holes 1 m !eep !u in the roun! mi"in the soil ith!ecaye! farm yar!/slu!e manure plantin the saplinsac)fillin the trench aterin fi"in the tree uar! an!maintainin the plants for one year
;enoation lans inclu!in ee!in for)in the roun!top !ressin ith for)e! soil aterin an! maintenance thelans for %0 !ays or more till the rass forms a thic) lanfree from ee!s an! fit for moin an! !isposal of ruishas !irecte! inclu!in supplyin oo! earth if nee!e! ut
e"clu!in the cost of ell !ecaye! farm yar! manure
+upply at site of or) ell !ecaye! farm yar! manure fromany aailale source approe! y the enineer in chareinclu!in screenin an! stac)in
a) Cost of ,e** decayed farm yard manure du*yscreenedF *oadin+F carria+eF un*oadin+ andstac3in+ at site
Bric) 2n! class inclu!in carriae each 503000 '3%% 21,3'% M-07
+upply at site of or)/ store-!eoile! neem ca)e !uly pac)e!in use! unny as
a) CostF carria+eF *oadin+F un*oadin+ and stac3in+ instore(site
a) Cost of s*ud+e inc*udin+ carria+eF *oadin+Fun*oadin+ and stac3in+ at site
a*f 6ric3 Circu*ar Tree 4uardF in 2nd C*ass 6ric3Finterna* diametre 1.2 metresF and ei+t 1.2 metresFa!o#e +round and 0.20 metre !e*o, +round
alf ric) circular tree uar! in 2n! class ric) internal!iametre 1325 metres an! heiht 132 metres aoe roun!an! 0320 metre elo roun! ottom to courses lai! !ryan! top three courses in cement mortar 1E, #1 cement ,san!$ an! the interme!iate courses ein in !ry honey commasonry as per !esin complete
:tem 123,#($
6!in ith 2n! class ric)s lai! !ry lenthise inclu!ine"caation refillin consoli!ation ith a han! pac)in an!sprea!in nearly surplus earth ithin a lea! of 50 metres
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
c) "#eread car+es $ 0.1 on %a&!) 2%37'
d) ContractorBs profit $ 0.1 on %a&!&c) 2,311
Cost for 10 metre K a@@c@! 27321
Rate per metre ' %a&!&c&d)(10 2372
say #8.70
11.18 Ne,
Unit = ac!
Taking output = one tee guad
a) a!our
Mate !ay 03020 15307 %370 4-12
Blac)smith !ay 03150 2%'32 %531' 4-02
Ma!oor !ay 03070 177307 123% 4-1%
!) Materia*
6mpty itumen !rum each 13000 03' 03' M-172
M+ sheet 50 " 035 mm ) 03,50 ',35% %032'
;iets , mm !ia an! 10 mm in lenth each 223000 53,' 12'305 M-15
c) "#eread car+es $ 0.1 on %a&!) 23,'
d) ContractorBs profit $ 0.1 on %a&!&c) %23,0
Rate for eac tree +uard ' a&!&c&d %53,1
say 35".00
11.1= Ne,
Unit = ac!
Taking output = one tee guad
a) a!our
Mate 030'0 15307 73'0 4-12
Blac)smith !ay 03200 2%'32 ',3, 4-02
Ma!oor 03200 177307 %53'1 4-1%
!) Materia*
6mpty itumen !rum each 13500 03' 1%,327 M-172
M+ sheet50 " 035 mm ) 03,50 ',35% %032'
;iets , mm !ia an! 10 mm in lenth each 503000 53,' 213% M-15
M+plate%0 " % mm ) 13%00 ',35% ,03'
c) "#eread car+es $ 0.1 on %a&!) 53,
d) ContractorBs profit $ 0.1 on %a&!&c) ,535
Rate for eac tree +uard ' a&!&c&d 72'3%0
say 7#4.00
11.1> Ne, Hrou+t ron and Mi*d Stee* He*ded Hor3
Ma3in+ Tree 4uard 9 cm dia and 1.9 m i+ as per
Desi+n from /mpty 6itumen Drums
Ma)in tree uar! 5% cm !ia an! 13% m hih as per !esinfrom empty itumen !rum slit suitaly to permit sun an! air#supplie! y the !epartment at stoc) issue rate$ inclu!inproi!in an! fi"in 2 nos M+ sheet rins 50 " 035 mm ithriets complete in all respect
M-17 /1000
Ma3in+ Tree 4uard 9 cm dia and 2 Metre i+ as perDesi+n from /mpty 6itumen Drums
Ma)in tree uar! 5% cm !ia an! 2 metres hih as per!esin from empty itumen !rums slit suitaly to permit sunan! air # supplie! y the !epartment at stoc) issue rate$inclu!in proi!in an! fi"in four les '0 cm lon of %0 " %mm M+ riete! to tree uar! an! proi!in an! fi"in 2 nosM+ sheet rins 50 " 035 mm ith riets complete in allrespects
11.20 Ne, Tree 4uard ,it MS 7n+*e ron and Stee* Hire
<rouht iron an! mil! steel el!e! or) #usin anless*uare ars tees an! channel rills ratin frames atesan! tree uar!s of any sie an! !esin etc3 inclu!in cost ofscreens an! el!in ro!s or olts an! nuts complete fi"e! inposition ut ithout the cost of e"caation an! concrete forfi"in hich ill e pai! separately
Blac)smith/ el!er for cuttin to !esin an! shape an! ointin
A!! 5 per cent of cost of material for el!in ro!s an! other el!in accessories
Proi!in an! fi"in M+ iron tree uar! ,0 cm !ia an! 2metre hih aoe roun! leel forme! of ' Ios #25 " , mm$an! Ios #25 " % mm$ ertical M+ riete! to % Ios #25 " ,mm$ iron rins in to hales olte! toether ith mm !iaan! %0 mm lon olts inclu!in paintin to coats ith paintof approe! ran! oer a coat of primin complete in allrespects3
M-17 /1000
M-17 /1000
A!! 5 per cent of cost of material for rietin oltinan! el!in accessories
1 9he items of e"caation an! concretin to e measure!an! pai! separately as per !esin 3
2 3 ;ate of paintin may e a!opte! from the chapter as9raffic sins3
+aplin 1 to 135 m hih 2 cm !ia stem each 203000 1'30% '0,37
A!! 10 per cent of saplin each 23000 1'30% '0,3
(ecaye! farm yar!/slu!e manure #plantin$ cum ,0300 523,5 %21'37 M-1,7
(ecaye! farm yar!/slu!e manure #maintenance$ cum '3000 523,5 211'3,0 M-1,7
Pestici!es for plantin ) 03500 5,3% 231 M-1%,
Pestici!es for maintenance ) 13500 5,3% '35 M-1%,
Cost of ater 4 13000 1,7307 %00732% M-1
d) "#eread car+es $ 0.1 on %a&!&c) 773,
Proi!in an! fi"in tree uar! 03,0 metre s*uare 2300metre hih faricate! ith M+ anle iron %0 " %0 " % mmM+ iron 25 " % mm an! steel ire% mm !ia el!e! an!faricate! as per !esin in to hales olte! toether
M-17 /1000
M-17 /1000
A!! 5 per cent of cost of material for rietin oltin
an! el!in accessories
Plantin trees as compensatory afforestation at the rate of20 trees per hectare at a spacin of , m y ruin an!
leelin the roun! upto a !epth of 150 mm !iin holes03 m !ia 1 m !eep mi"in farm yar!/slu!e manure ithsoil plantin of saplin 2 m hih ith 25 cm !ia stemac)fillin the hole an! aterin
y!raulic e"caator 130 cum uc)et capacity hour 7.33 0107.26 4345.46
Ref. toMoRT
Spec.
6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!
other !eleterious matter !ressin of si!es an! ottom an!ac)fillin ith approe! material3
13 Cost of !eaterin may e a!!e! here re*uire! upto 10percent of laour cost assessment for !eaterin shall ema!e as per site con!itions3
239he e"caate! earth can e use! partially for ac)fillin offoun!ation pit an! partly for roa! or) e"cept for marshy soil3ence cost of !isposal has not een a!!e! e"cept formarshy soil3 9his remar) is common to all cases of item 1231e"clu!in marshy soil3
%39he cost of shorin an! shutterin here nee!e! may ea!!e! 1 per cent on cost of e"caation for openfoun!ation3
Cost of !eaterin may e a!!e! here re*uire! upto 15 percent of laour cost3 Assessment for !eaterin shall e !oneas per actual roun! con!itions3
13 Cost of !eaterin may e a!!e! here re*uire! upto 20per cent of laour cost3 Assessment for !eaterin shall ema!e as per site con!itions33
Bric)s :st class ea<h 6133.33 8.22 0360.82Cement mortar 1E% #;ate as in :tem 123, A su-analysis$ <uI 0.63 2222.33 2444.73
!) a!our
Mate #a) 3.8 01.35 .2
4ean cement concrete 1E%E, nominal mi"3 ;ate may e ta)enas per item 123'3
90- Sand Ai**in+ in Aoundation Trences as per Dra,in+ GTecnica* Specification
Plain cement concrete 1E%E, nominal mi" in foun!ation ithcrushe! stone areate '0 mm nominal sie mechanicallymi"e! place! in foun!ation an! compacte! y irationinclu!in curin for 1' !ays3
8irator is a part of minor 9 & P hich is alrea!y inclu!e! inoerhea! chares of the contractor3
6ric3 Masonry Hor3 in Cement Mortar 1@9 in Aoundationcomp*ete ec*udin+ ointin+ and *asterin+F as perDra,in+ and Tecnica* Specifications.
Ma!oor for fillin san! as stitchin an! placin #a) 003.33 055.35 04855.53
c) Macinery
Crane ith ra 1 cum capacity hour 13.33 58.76 24620.33
6711.00
d) "#eread car+es $ 0.2 on %a&!&c) 65608.8
e) ContractorBs profit $ 0.1 on %a&!&c&d) 02735.86
Rate per No. %a&!&c&d&e) 08470.76
say 14"682.00
Note
12.< C
Unit = 1 mete
Taking output = 30 mete
a) Materia*
6arth <uI 813.33 61.03 00641.33
+an! as ea<h 233.33 0.52 104.82
!) a!our
Mate #a) 3.68 01.35 88.86
Ma!oor for fillin san! as stitchin an! placin #a) 7.33 055.35 0376.86
c) Macinery
.ront en! 4oa!er 1 cum capacity hour 65.33 00.33 26357.339ipper 535 cum capacity hour 6.33 52.33 68888.33
d) "#eread car+es $ 0.2 on %a&!&c) 05273.26
e) ContractorBs profit $ 0.1 on %a&!&c&d) 73.07
Cost for %0 m #a@@c@!@e$ 4180.58
Rate per m %a&!&c&d&e)(90 206.56
say 3183.00
12.10
Unit = 1 T
Taking output = 1 T a) Materia*
tonne 0.31 87165.22 812.53
Iuts & olts ! 63.33 81.86 43.82
7ssumin+ dept of ,ater -.0 m and ei+t of is*and -. minc*udin+ Roya*ity for eart $ Rs. 198.00 for eac
s*and.
Consumales an! other arranements for pilin allies 235per cent of #a@@c$3
.or other ell !iameters rate can e or)e! out on the asisof cross-sectional area of ell3 9he !iameter of the islan!shall e in the conformity ith clause 120%32 of Mo;9specifications3
ro#idin+ and constructin+ one span ser#ice road toreac is*and *ocation from one pier *ocation to anoter
pier *ocation inc*udin+ Roya*ity for eart $ Rs. 22.00 perm for ser#ice Road.
Assumin span lenth %0 m i!th of serice roa! 10m an!!epth of ater 1m
1200 G1<00
ro#idin+ and ayin+ Cuttin+ /d+e of Mi*d Stee* ,ei+in+-0 3+ per metre for He** Aoundation comp*ete as perDra,in+ and Tecnica* Specification.
+tructural steel in plates anles etc inclu!in 5 percent astae
4ea! eyon! 1 m 4 - lea! in ilometer tonne.kI 233L 8.26 0647.33
Concrete Pump hour 7.33 628.27 0837.07
.ormor) % per cent of #a@@c$ 02637.06
d) "#eread car+es $ 0.2 on %a&!&c) 002216.84
e) ContractorBs profit $ 0.1 on %a&!&c&d) 17757.61
cost of 120 cum K a@@c@!@e 76282.56Rate per cum ' %a&!&c&d&e)(120 1041.26
say 51"5.00
Note
B12.11 A %#) RCC M-0 4rade
Usin+ 6atcin+ *antF Transit Mier and Concrete ump
Unit = cum
Taking output = 1#0 cum
a) Materia*Cement tonne 16.63 154.85 236603.12
Coarse +an! <uI 18.33 632.51 00336.58
20 mm Areate <uI 78.3 76.13 1143.02
10 mm Areate <uI 82.63 711.73 6266.31
A!mi"ture k! 637.33 006.55 62623.8
!) a!our
Mate #a) 3.8 01.35 011.87
Mason #a) 2.33 628.64 536.5
Ma!oor #a) 0.33 055.35 205.67
c) Macinery
Batchin Plant hour 7.33 68.33 0846.33
Generator 100 8A hour 7.33 074.33 030.33
4oa!er 1 cum capacity hour 7.33 00.33 506.33
9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 01.33 18.11 060.61
9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233.L 8.26 0647.33
Concrete Pump hour 7.33 628.27 0837.07
08052.44
d) "#eread car+es $ 0.2 on %a&!&c) 060773.35
e) ContractorBs profit $ 0.1 on %a&!&c&d) 7323.32
cost of 120 cum K a@@c@!@e 774023.25
Rate per cum ' %a&!&c&d&e)(120 1157.34say 5576.00
12.12
Unit = ?unning ete.
Taking output = 1 m
Diameter of ,e** ? 8 m.
7 Sandy Soi*
%i) Dept !e*o, !ed *e#e* upto 9.0 M
;ate of sin)in K 0350 m per hour3
a) a!our
Mate #a) 3.06 01.35 66.60
+in)er # s)ille! $ #a) 0.33 637.44 637.44
<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump A!mi"tures 03' per cent of
eiht of cement may e a!!e! for achiein !esire! slumpof concrete3
.ormor) % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery
Section
1200
Sin3in+ of 8 m eterna* diameter ,e** %oter tan
pneumatic metod of sin3in+) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*
specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of
0375 cum capacity an! accessories3ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of = m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of > m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
0375 cum capacity an! accessories3ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of < m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*
specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Sin3in+ of 10 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainst
eac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
Rate per metre ' %a&!&c&d)(0.0 62480.86say 23"41.00
12.1= 7 %ii) 6eyond 9m upto 10m dept
;ate of sin)in 031% m/hour
a) a!our
Mate #a) 3.26 01.35 14.66
+in)er #a) 6.33 637.44 802.4
+in)in helper #semi-s)ille!$ #a) 8.13 03.35 03.26
!) Macinery
hour 8.33 0057.06 8538.8
Consumales in sin)in 10 per cent of #$ 853.81
c) "#eread car+es $ 0.2 on %a&!&c) 0708.70
d) ContractorBs profit $ 0.1 on %a&!&c&d) 35.20
Cost for 035m K a@@c@! 3.27
Rate per metre ' %a&!&c&d)(0.0 05573.56
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
Sin3in+ of 11 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainst
eac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
(eaterin 5 per cent of cost #c$ if re*uire!3 755.8
Consumales in sin)in 10 per cent of cost of #@c$3 0456.87
d) "#eread car+es $ 0.2 on %a&!&c) 7032.68
e) ContractorBs profit $ 0.1 on %a&!&c&d) 2310.76
Cost for 035m K a@@c@! 22175.6
Rate per metre ' %a&!&c&d)(0.0 75021.72say 67136.00
12.1> 1200
Unit = ?unning ete
Taking output = 0.#5 m
(iameter of ell - 12 m3
7 Sandy Soi*
%i) ) Dept !e*o, !ed *e#e* upto 9.0 M
;ate of sin)in 0305 m/hour
a) a!our
Mate #a) 3.66 01.35 83.56
+in)er # s)ille! $ #a) 0.51 637.44 276.62
+in)in helper #semi-s)ille!$ #a) 8.33 03.35 563.6
!) Macinery
hour 7.33 0057.06 5317.56
Consumales in sin)in 10 per cent of #$ 531.75
c) "#eread car+es $ 0.2 on %a&!) 6660.83
d) ContractorBs profit $ 0.1 on %a&!&c) 0003.53
Cost for 0325m K a@@c@! 06605.52
Rate per metre ' %a&!&c&d)(0.2 853.40
say 48871.00
12.1> 7 %ii) 6eyond 9m upto 10m dept
;ate of sin)in 030% m/hour
a) a!our
Mate #a) 3.25 01.35 7.8
+in)er #a) 6.13 637.44 105.8
+in)in helper #semi-s)ille!$ #a) 8.51 03.35 11.22
!) Macinery
hour 7.13 0057.06 5788.5
Consumales in sin)in 10 per cent of #$ 578.8
c) "#eread car+es $ 0.2 on %a&!) 6876.78
d) ContractorBs profit $ 0.1 on %a&!&c) 0620.26
Cost for 0325m K a@@c@! 02188.84
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
Sin3in+ of 12 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
(eaterin 5 per cent of cost of #@c$ if re*uire!3 475.31
Consumales in sin)in 10 per cent of #$3 0867.56
d) "#eread car+es $ 0.2 on %a&!&c) 11.65
e) ContractorBs profit $ 0.1 on %a&!&c&d) 6464.08
Rate per metre ' %a&!&c&d&e) 26663.13
say 32220.00
12.20 1200
Unit A 1 cum
Taking output = 5 cum
a) Materia*
?uI .33 2774.33 64216.33
+( ar reinforcement in corel tonne 3.8 87314.32 6603.22
6*astin+ materia*
Gelatine 0 per cent ! 0.13 006.55 074.07
6lectric !etonators ea<h 7.33 08.65 1.73
!) a!our
Me!ical >fficer #a) 3.13 3.33 3.33
Para me!ical personnel #a) 0.33 3.33 3.33
Mate #a) 0.7 01.35 288.62
(riller #a) 0.33 637.44 637.44
Blaster #a) 3.13 64.20 088.77
#a) 23.33 055.35 1206.03
#a) 03.33 637.44 6374.43
(ier #a) 8.33 637.44 65.47
c) Macinery
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
neumatic sin3in+ of ,e**s ,it equipment of appro#ed
desi+nF dra,in+ and specifications ,or3ed !y competentand trained personne* and comprisin+ of compressionand decompression cam!ersF reducersF t,o air *oc3sseparate*y for men and p*ant G materia*sF arran+ementfor supp*y of fres air to ,or3in+ cam!ersF cec3
#a*#esF eaust #a*#esF safts made from stee* p*ates ofri#eted construction not *ess tan 8 mm tic3 to
,itstand an air pressure of 0.0 MaF contro**ed !*astin+
of ard roc3 ,ere requiredF staircases and 1 m ,ide*andin+ p*ateforms ,it rai*in+F arran+ement forcompression and decompressionF e*ectric *i+tin+ of 0E maimumF proper rooms for rest and medica*eaminations and comp*iance ,it safety precautions as
per S@-19>F a** as per c*ause120=.8 of MoRTSpecifications.
M%5 ra!e ;CC corel proi!e! for supportin ofe*uipment #(imensions as per roun! con!itions$3 ;atemay e a!opte! i!e :tem 123 #$
%i) nductionF deinduction and erection of p*ant andequipment inc*udin+ a** components andaccessories for pneumatic metod of ,e** sin3in+.
?sae of plant an! e*uipment for pneumatic metho! of ell sin)in
139he cost of in!uction !ein!uction an! erection ofe*uipment shall e !ii!e! y the total *uantity of pneumaticsin)in for all the ells of a particular ri!e to arrie at theper cum rate on account of this item3
23Cost of pneumatic sin)in per cum of in!ii!ual ells ill ea!!e! to the cost in!icate! at #1$ aoe to arrie at the finalrate of pneumatic sin)in per cum3
%39he cost of in!uction an! !ein!uction ill !epen! upon the!istance inole! for shiftin of e*uipment hich may eassesse! in in!ii!ual cases as per actual roun! con!itionsat the time of ma)in of cost estimates3
'3:n case pneumatic sin)in is inole! on a !ry e! theproision of are an! oat may e omitte!3
539he necessity an! !imensions of the corel ill e as peractual roun! con!itions3
,3+mall e*uipments li)e el!in sets pumps iratorspneumatic tools portale lamps fire e"tinuishers hosepipes etc3 hae not een inclu!e! as the same are coere!as items of minor 9&P un!er oerhea! chares3
Sand Ai**in+ in He**s comp*ete as per Dra,in+ andTecnica* Specifications.
1200 G1<00
ro#idin+ Stee* iner 10 mm tic3 for Cur!s and 8 mmtic3 for Steinin+ of He**s inc*udin+ Aa!ricatin+ andSettin+ out as per Detai*ed Dra,in+.
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27
! 13.33 10.07 611.62
c) Macinery
hour 7.33 1362.3 2302.8
hour 3.13 144.83 644.53
d) a!our
Mate/+uperisor #a) 3.06 01.35 66.60
Ma!oor #a) 2.33 055.35 120.60
e) "#eread car+es $ 0.2 on %!&c&d) 0032.66
f) ContractorBs profit $ 0.1 on %!&c&d&e) 1430.70
Cost for '0 m K a@@c@!@e 070714.04
Rate per metre %a&!&c&d&e)(-0 8380.8
say 4041.00
Note
12.2=
i*e diameter ? 1000 mm
Unit = ?unning mete
Taking output = 30 mete
a) Materia*s
PCC Gra!e M%5 <uI 62.11 185.33 064337.43
!) Materia*s i*e soes
i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27
! 13.33 10.07 611.62
c) Macinery
hour 7.33 1362.3 2302.8
hour 3.13 144.83 644.53
hour 3.13 121.33 675.13
d) a!our
Mate/+uperisor #a) 3.07 01.35 64.70
Ma!oor #a) 8.33 055.35 53.6
e) "#eread car+es $ 0.2 on %!&c&d) 00407.60
f) ContractorBs profit $ 0.1 on %!&c&d&e) 141.00
Cost for %0 m K a@@c@!@e 048187.35
Rate per metre %a&!&c&d&e)(90 788.5
say 6485.00
iii$ +teel helmet an! cushion loc) on top of casin hea!!urin !riin
ire an! runnin chares of pilin ri :nclu!in !oule
actin pile !riin hammer complete ith poer unit an!accessories33
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G
1=00
Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*e
ec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification
Rate for concrete may !e adopted same as for !ottomp*u+ #ide item no. 12.11% C ) %E)
iii$ +teel helmet an! cushion loc) on top of casin hea!!urin !riin
ire an! runnin chares of pilin ri :nclu!in !ouleactin pile !riin hammer complete ith poer unit an!accessories3
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
ire an! runnin chares for liht crane for loerinreinforcement cae3
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27
iii$ +teel helmet on top of casin hea! !urin !riin ! 13.33 10.07 611.62
c) Macinery
hour 7.33 1362.3 2302.8
hour 3.13 144.83 644.53
d) a!our
Mate/+uperisor #a) 3.0 01.35 22.20
Ma!oor #a) 8.13 055.35 547.6
e) "#eread car+es $ 0.2 on %!&c&d) 0056.83
f) ContractorBs profit $ 0.1 on %!&c&d&e) 1427.63
Cost for 20 m K a@@c@!@e 04011.57
Rate per metre %a&!&c&d&e)(20 4815.54
say "458.00
Note
12.2<
i*e Diameter ' 00 mm
Unit = ?unning ete
Taking output = 60 m
a) Materia*s
;CC Gra!e M%5 <uI 00.5 1041.33 70045.03
! ) Materia* i*e soes
a$ C3: +hoes ! 683.33 17.24 02126.12
$ M3+3 shoes ! 031.33 86.3 880.82
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! an
a!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G1=00
Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*eec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification
Rate for concrete may !e adopted same as for !ottomp*u+ #ide item no. 12.11% C ) %E)
ire an! runnin chares of pilin ri :nclu!in !ouleactin pile !riin hammer complete ith poer unit an!accessories3
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steel
casin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G1=00
Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*
Specification
;ate for concrete may e a!opte! same as for ottomplu i!e item no3 12311# . $ #:8$
9he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for in
the rate analysis31100F1<00
Dri#en Eertica* Stee* i*es comp*ete as per Dra,in+ and GTecnica* Specification
+ection of the pile - +ection steel column '00 " 250 mm#:+B +eries$
+tructural steel inclu!in 5 per cent astae 2320)/m
8iratin Pile !riin hammer complete ith poer unitan! other accessories3
A!! 035 per cent of #a@@c$ for proi!in steelhelmet on top of pile hea! !urin !riin stac)in ofpiles at site proi!in anti-corrosion treatment an! otherimpon!erales !urin installation3
1100G1<00
Dri#en Eertica* Stee* i*es comp*ete as per Dra,in+ and GTecnica* Specification
+ection of the pile - +ection steel column '50 " 250 mm#:+B +eries$
+tructural steel inclu!in 5 per cent astae 2350)/m
A!! 035 per cent of #a@@c$ for proi!in steelhelmet an! cushion loc) on top of pile hea! !urin!riin stac)in of piles at site proi!in anti-corrosietreatment an! other impon!erales !urin installation3
i*e oad Test on sin+*e Eertica* i*e in accordance ,itS@2<11%art?E)
6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!
other !eleterious matter !ressin of si!es an! ottom an!ac)fillin ith approe! material3
13 Cost of !eaterin may e a!!e! here re*uire! upto 10percent of laour cost assessment for !eaterin shall ema!e as per site con!itions3
239he e"caate! earth can e use! partially for ac)fillin offoun!ation pit an! partly for roa! or) e"cept for marshy soil3ence cost of !isposal has not een a!!e! e"cept formarshy soil3 9his remar) is common to all cases of item 1231e"clu!in marshy soil3
%39he cost of shorin an! shutterin here nee!e! may ea!!e! 1 per cent on cost of e"caation for openfoun!ation3
Cost of !eaterin may e a!!e! here re*uire! upto 15 percent of laour cost3 Assessment for !eaterin shall e !oneas per actual roun! con!itions3
13 Cost of !eaterin may e a!!e! here re*uire! upto 20per cent of laour cost3 Assessment for !eaterin shall ema!e as per site con!itions33
Ma!oor for fillin san! as stitchin an! placin #a) 003.33 055.35 04855.53 LB02
c) Macinery
Crane ith ra 1 cum capacity hour 13.33 58.76 24620.33 -MB306
6711.00
d) "#eread car+es $ 0.2 on %a&!&c) 65608.8
e) ContractorBs profit $ 0.1 on %a&!&c&d) 02735.86
Rate per No. %a&!&c&d&e) 08470.76
say 14"682.00
Note
12.< C
Unit = 1 mete
Taking output = 30 mete
a) Materia*
6arth <uI 813.33 61.03 00641.33 MB346
+an! as ea<h 233.33 0.52 104.82 MB014
!) a!our
Mate #a) 3.68 01.35 88.86 LB06
Ma!oor for fillin san! as stitchin an! placin #a) 7.33 055.35 0376.86 LB02
c) Macinery
.ront en! 4oa!er 1 cum capacity hour 65.33 00.33 26357.33 -MB3059ipper 535 cum capacity hour 6.33 52.33 68888.33 -MB38
d) "#eread car+es $ 0.2 on %a&!&c) 05273.26
e) ContractorBs profit $ 0.1 on %a&!&c&d) 73.07
Cost for %0 m #a@@c@!@e$ 4180.58
Rate per m %a&!&c&d&e)(90 206.56
say 3183.00
12.10
Unit = 1 T
Taking output = 1 T a) Materia*
tonne 0.31 87165.22 812.53 MB054
Iuts & olts ! 63.33 81.86 43.82 MB023
7ssumin+ dept of ,ater -.0 m and ei+t of is*and -. minc*udin+ Roya*ity for eart $ Rs. 198.00 for eac
s*and.
Consumales an! other arranements for pilin allies 235per cent of #a@@c$3
.or other ell !iameters rate can e or)e! out on the asisof cross-sectional area of ell3 9he !iameter of the islan!shall e in the conformity ith clause 120%32 of Mo;9specifications3
ro#idin+ and constructin+ one span ser#ice road toreac is*and *ocation from one pier *ocation to anoter
pier *ocation inc*udin+ Roya*ity for eart $ Rs. 22.00 perm for ser#ice Road.
Assumin span lenth %0 m i!th of serice roa! 10m an!!epth of ater 1m
1200 G1<00
ro#idin+ and ayin+ Cuttin+ /d+e of Mi*d Stee* ,ei+in+-0 3+ per metre for He** Aoundation comp*ete as perDra,in+ and Tecnica* Specification.
+tructural steel in plates anles etc inclu!in 5 percent astae
4ea! eyon! 1 m 4 - lea! in ilometer tonne.kI 233L 8.26 0647.33
Concrete Pump hour 7.33 628.27 0837.07 -MB335
.ormor) % per cent of #a@@c$ 02637.06
d) "#eread car+es $ 0.2 on %a&!&c) 002216.84
e) ContractorBs profit $ 0.1 on %a&!&c&d) 17757.61
cost of 120 cum K a@@c@!@e 76282.56
Rate per cum ' %a&!&c&d&e)(120 1041.26
say 51"5.00
Note
B12.11 A %#) RCC M-0 4rade
Usin+ 6atcin+ *antF Transit Mier and Concrete ump
Unit = cum
Taking output = 1#0 cum
a) Materia*Cement tonne 16.63 154.85 236603.12 MB30
Coarse +an! <uI 18.33 632.51 00336.58 MB338
20 mm Areate <uI 78.3 76.13 1143.02 MB312
10 mm Areate <uI 82.63 711.73 6266.31 MB310
A!mi"ture k! 637.33 006.55 62623.8 MB03
!) a!our
Mate #a) 3.8 01.35 011.87 LB06
Mason #a) 2.33 628.64 536.5 LB00
Ma!oor #a) 0.33 055.35 205.67 LB02
c) Macinery
Batchin Planthour 7.33 68.33 0846.33 -MB336
Generator 100 8A hour 7.33 074.33 030.33 -MB33
4oa!er 1 cum capacity hour 7.33 00.33 506.33 -MB305
9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 01.33 18.11 060.61 -MB384
9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233.L 8.26 0647.33
Concrete Pump hour 7.33 628.27 0837.07 -MB335
08052.44
d) "#eread car+es $ 0.2 on %a&!&c) 060773.35
e) ContractorBs profit $ 0.1 on %a&!&c&d) 7323.32
cost of 120 cum K a@@c@!@e 774023.25
Rate per cum ' %a&!&c&d&e)(120 1157.34
say 5576.00
12.12
Unit = ?unning ete.
Taking output = 1 m
Diameter of ,e** ? 8 m.
7 Sandy Soi*
%i) Dept !e*o, !ed *e#e* upto 9.0 M;ate of sin)in K 0350 m per hour3
a) a!our
Mate #a) 3.06 01.35 66.60 LB06
+in)er # s)ille! $ #a) 0.33 637.44 637.44 LB01
-MB313Lea#( 0
<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump A!mi"tures 03' per cent of
eiht of cement may e a!!e! for achiein !esire! slumpof concrete3
-MB313Lea#( 0
kI
.ormor) % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery
Section1200
Sin3in+ of 8 m eterna* diameter ,e** %oter tanpneumatic metod of sin3in+) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of
0375 cum capacity an! accessories3ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of = m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of > m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
0375 cum capacity an! accessories3ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Section1200
Sin3in+ of < m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*
specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3
Sin3in+ of 10 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainst
eac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
Sin3in+ of 11 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainst
eac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
Sin3in+ of 12 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
Sin3in+ of T,in D Type ,e** %oter tan pneumaticmetod of sin3in+) trou+ a** types of strata name*ysandy soi*F c*ayey soi* and roc3 as so,n a+ainst eaccaseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3
ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill
neumatic sin3in+ of ,e**s ,it equipment of appro#ed
desi+nF dra,in+ and specifications ,or3ed !y competentand trained personne* and comprisin+ of compressionand decompression cam!ersF reducersF t,o air *oc3sseparate*y for men and p*ant G materia*sF arran+ementfor supp*y of fres air to ,or3in+ cam!ersF cec3
#a*#esF eaust #a*#esF safts made from stee* p*ates ofri#eted construction not *ess tan 8 mm tic3 to
,itstand an air pressure of 0.0 MaF contro**ed !*astin+
of ard roc3 ,ere requiredF staircases and 1 m ,ide*andin+ p*ateforms ,it rai*in+F arran+ement forcompression and decompressionF e*ectric *i+tin+ of 0E maimumF proper rooms for rest and medica*eaminations and comp*iance ,it safety precautions as
per S@-19>F a** as per c*ause120=.8 of MoRTSpecifications.
M%5 ra!e ;CC corel proi!e! for supportin ofe*uipment #(imensions as per roun! con!itions$3 ;atemay e a!opte! i!e :tem 123 #$
%i) nductionF deinduction and erection of p*ant andequipment inc*udin+ a** components andaccessories for pneumatic metod of ,e** sin3in+.
?sae of plant an! e*uipment for pneumatic metho! of ell sin)in
139he cost of in!uction !ein!uction an! erection ofe*uipment shall e !ii!e! y the total *uantity of pneumaticsin)in for all the ells of a particular ri!e to arrie at theper cum rate on account of this item3
23Cost of pneumatic sin)in per cum of in!ii!ual ells ill ea!!e! to the cost in!icate! at #1$ aoe to arrie at the finalrate of pneumatic sin)in per cum3
%39he cost of in!uction an! !ein!uction ill !epen! upon the!istance inole! for shiftin of e*uipment hich may eassesse! in in!ii!ual cases as per actual roun! con!itionsat the time of ma)in of cost estimates3
'3:n case pneumatic sin)in is inole! on a !ry e! theproision of are an! oat may e omitte!3
539he necessity an! !imensions of the corel ill e as peractual roun! con!itions3
,3+mall e*uipments li)e el!in sets pumps iratorspneumatic tools portale lamps fire e"tinuishers hosepipes etc3 hae not een inclu!e! as the same are coere!as items of minor 9&P un!er oerhea! chares3
Sand Ai**in+ in He**s comp*ete as per Dra,in+ andTecnica* Specifications.
1200 G1<00
ro#idin+ Stee* iner 10 mm tic3 for Cur!s and 8 mmtic3 for Steinin+ of He**s inc*udin+ Aa!ricatin+ andSettin+ out as per Detai*ed Dra,in+.
i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7 MB33
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27 MB068
! 13.33 10.07 611.62 MB052
c) Macinery
hour 7.33 1362.3 2302.8 -MB31
hour 3.13 144.83 644.53 -MB353
d) a!our
Mate/+uperisor #a) 3.06 01.35 66.60 LB06
Ma!oor #a) 2.33 055.35 120.60 LB02
e) "#eread car+es $ 0.2 on %!&c&d) 0032.66
f) ContractorBs profit $ 0.1 on %!&c&d&e) 1430.70
Cost for '0 m K a@@c@!@e 070714.04
Rate per metre %a&!&c&d&e)(-0 8380.8
say 4041.00
Note
12.2=
i*e diameter ? 1000 mm
Unit = ?unning mete
Taking output = 30 mete
a) Materia*s
PCC Gra!e M%5 <uI 62.11 185.33 064337.43
!) Materia*s i*e soes
i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7 MB33
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27 MB068
! 13.33 10.07 611.62 MB052
c) Macinery
hour 7.33 1362.3 2302.8 -MB31
hour 3.13 144.83 644.53 -MB353
hour 3.13 121.33 675.13 -MB302
d) a!our
Mate/+uperisor #a) 3.07 01.35 64.70 LB06
Ma!oor #a) 8.33 055.35 53.6 LB02
e) "#eread car+es $ 0.2 on %!&c&d) 00407.60
f) ContractorBs profit $ 0.1 on %!&c&d&e) 141.00
Cost for %0 m K a@@c@!@e 048187.35
Rate per metre %a&!&c&d&e)(90 788.5
say 6485.00
iii$ +teel helmet an! cushion loc) on top of casin hea!!urin !riin
ire an! runnin chares of pilin ri :nclu!in !oule
actin pile !riin hammer complete ith poer unit an!accessories33
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G
1=00
Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*e
ec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification
CteI 06.00:?= %v
Rate for concrete may !e adopted same as for !ottomp*u+ #ide item no. 12.11% C ) %E)
iii$ +teel helmet an! cushion loc) on top of casin hea!!urin !riin
ire an! runnin chares of pilin ri :nclu!in !ouleactin pile !riin hammer complete ith poer unit an!accessories3
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
ire an! runnin chares for liht crane for loerinreinforcement cae3
i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7 MB33
ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27 MB068
iii$ +teel helmet on top of casin hea! !urin !riin ! 13.33 10.07 611.62 MB052
c) Macinery
hour 7.33 1362.3 2302.8 -MB31
hour 3.13 144.83 644.53 -MB353
d) a!our
Mate/+uperisor #a) 3.0 01.35 22.20 LB06
Ma!oor #a) 8.13 055.35 547.6 LB02
e) "#eread car+es $ 0.2 on %!&c&d) 0056.83
f) ContractorBs profit $ 0.1 on %!&c&d&e) 1427.63
Cost for 20 m K a@@c@!@e 04011.57
Rate per metre %a&!&c&d&e)(20 4815.54
say "458.00
Note
12.2<
i*e Diameter ' 00 mm
Unit = ?unning ete
Taking output = 60 m
a) Materia*s
;CC Gra!e M%5 <uI 00.5 1041.33 70045.03
! ) Materia* i*e soes
a$ C3: +hoes ! 683.33 17.24 02126.12 MB33
$ M3+3 shoes ! 031.33 86.3 880.82 MB061
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! an
a!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G1=00
Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*eec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification
CteI 06.00:?= %v
Rate for concrete may !e adopted same as for !ottomp*u+ #ide item no. 12.11% C ) %E)
ire an! runnin chares of pilin ri :nclu!in !ouleactin pile !riin hammer complete ith poer unit an!accessories3
irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3
139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3
23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steel
casin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3
1100 G1=00
Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*
Specification
CteI 06.00:= %v
;ate for concrete may e a!opte! same as for ottomplu i!e item no3 12311# . $ #:8$
9he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for in
the rate analysis31100F1<00
Dri#en Eertica* Stee* i*es comp*ete as per Dra,in+ and GTecnica* Specification
+ection of the pile - +ection steel column '00 " 250 mm#:+B +eries$
+tructural steel inclu!in 5 per cent astae 2320)/m
8iratin Pile !riin hammer complete ith poer unitan! other accessories3
A!! 035 per cent of #a@@c$ for proi!in steelhelmet on top of pile hea! !urin !riin stac)in ofpiles at site proi!in anti-corrosion treatment an! otherimpon!erales !urin installation3
1100G1<00
Dri#en Eertica* Stee* i*es comp*ete as per Dra,in+ and GTecnica* Specification
+ection of the pile - +ection steel column '50 " 250 mm#:+B +eries$
+tructural steel inclu!in 5 per cent astae 2350)/m
A!! 035 per cent of #a@@c$ for proi!in steelhelmet an! cushion loc) on top of pile hea! !urin!riin stac)in of piles at site proi!in anti-corrosietreatment an! other impon!erales !urin installation3
i*e oad Test on sin+*e Eertica* i*e in accordance ,itS@2<11%art?E)
4ea! eyon! 1 m 4 - lea! in ilometer tonne.kI 25.1L 8.26 076.33
Concrete Pump hour 3.51 628.27 051.55 -MB335
0428.33
Althouh this item is inci!ental to or) an! is not re*uire! toe inclu!e! in B>D of contract the same is re*uire! to ea!!e! in the estimate to assess cost of or)3
1100F100
G1=00
Cement Concrete for Reinforced Concrete in i*e Capcomp*ete as per Dra,in+ and Tecnica* Specification
Ma!oor for rea)in pile hea! en!in ars cleaninetc3
.ormor) ' per cent on cost of concrete i3e3 cost of
a$ Material $ 4aour an! c$ Machinery
Ma!oor for rea)in pile hea! en!in ars cleaninetc3
Lea# (0kI -MB
.ormor) ' per cent on cost of concrete i3e3 cost ofa$ Material $ 4aour an! c$ Machinery
Cement mortar 1E% #;ate as in :tem 123, $ cum 030% %%%%300 3 :tem 123, #A$
!) a!our
Mate !ay 030' 15307 73'0 4-12
Mason !ay 0350 2%'32 117315 4-11
Ma!oor !ay 0350 177307 35' 4-1%
c) "#eread car+es $ 0.2 on %a&!) 7327
d) ContractorBs profit $ 0.1 on %a&!&c) %31%
Rate per 10 sqm %a&!&c&d) '%03'
say 430.00
Note +caffol!in is alrea!y inclu!e! in item 1%31
19.9
Unit = 10 s$m
Taking output = 10 s$m
a) Materia*
Cement mortar 1E% #;ate as in :tem 123,$ cum 031'' %%%%300 '735 :tem 123, #A$
!) a!our
Mate !ay 030' 15307 73'0 4-12
Mason !ay 0350 2%'32 117315 4-11
Ma!oor !ay 0350 177307 35' 4-1%
c) "#eread car+es $ 0.2 on %a&!) 17%32,
d) ContractorBs profit $ 0.1 on %a&!&c) ,3,%
Rate per 10 sqm %a&!&c&d) 5232
say "53.00
Note 13+caffol!in is alrea!y inclu!e! in item no3 1%31
19.-
7 Random Ru!!*e Masonry
# course!/uncourse! $
Unit = cum
Taking output = 1 cum
a) Materia*
+tone cum 1300 %5372 %5372 M-1'
9hrouh an! on! stone Io 7300 ,30, '23% M-12
#7no3"032'm"032'm"03%m K 031, cu3m$
Cement mortar 1E% #;ate as in :tem 123,$ cum 03%% %%%%300 103 :tem 123, #A$
!) a!our
Mate !ay 0310 15307 1351 4-12
Mason !ay 1320 2%'32 21315 4-11
Ma!oor !ay 1320 177307 2123' 4-1%
100371
c) "#eread car+es $ 0.2 on %a&!) 52371
d) ContractorBs profit $ 0.1 on %a&!&c) 2,'3%,
Rate per cum %a&!&c&d) 20732
say #"08.00
Ref. toMoRTSpec.
Remar3s(nput ref.
1900 G2200
6ric3 masonry ,or3 in 1@9 in su!?structure comp*eteec*udin+ pointin+ and p*asterin+F as per dra,in+ andTecnica* Specifications
Cement mortar 1E% #;ate as in :tem 123, A su-analysis$
A!! for scaffol!in 5 per cent of cost of materialan! laour
1900 G2200
ointin+ ,it cement mortar %1@9 ) on !ric3 ,or3 insu!structure as per Tecnica* Specifications
1900 G2200
*asterin+ ,it cement mortar %1@9 ) on !ric3 ,or3 insu!?structure as per Tecnica* Specifications
239he numer of masons an! Ma!oors alrea!y catere! inthe cement mortar hae een ta)en into account hileproi!in these cateories in ric) masonry pointin an!plasterin3
1-00 G2200
Stone masonry ,or3 in cement mortar 1@9 forsu!structure comp*ete as per dra,in+ and Tecnica*Specifications
A!! for scaffol!in 5 per cent of cost of a$Material an! $ 4aour
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
19. C CC 4rade M2
%p) ei+t upto m
Usin+ concrete Mier
%57300 :tem 123 #($
d) form,or3
10300 %5370
e) "#eread car+es $ 0.2 on %a&!&c&d) 31
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ''35
Rate per cum %a&!&c&d&e&f) 5''03',
say 5440.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5%300 :tem 123 #($
d) form,or3
10300 %5%30
e) "#eread car+es $ 0.2 on %a&!&c&d) 7235
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',3'
Rate per cum %a&!&c&d&e&f) 5%5132%
say 5351.00
19. C %q) ei+t m to 10m
Usin+ concrete Mier
%57300 :tem 123 #($
d) form,or3
12300 '%13,'
2300 713'
e) "#eread car+es $ 0.2 on %a&!&c&d) 1025315
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 512357
Rate per cum %a&!&c&d&e&f) 5,%3%0
say 5638.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5%300 :tem 123 #($
d) form,or3
12300 '2'35,
2300 7037,
e) "#eread car+es $ 0.2 on %a&!&c&d) 1003%%
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 50'317
Rate per cum %a&!&c&d&e&f) 55'532
say 5546.00
19. C %r) ei+t a!o#e 10m
Usin+ concrete Mier
%57300 :tem 123 #($
d) form,or3
15300 5%355
'300 1'%3
+ame as :tem 123 #($ upto 5 m heiht ith the only chanethat the proision of form or) shall e 10 per cent instea!of %375 per cent of cost of material laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
19. C%p)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
+ame as :tem 123 #($ ith the folloin chanesE #i$ A!! 2per cent of cost of material 4aour an! machinerye"clu!in form or) to cater for e"tra lift3 #ii$ 9he proision ofform or) shall e 12 per cent instea! of %375 per cent ofcost of material laour an! machinery
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 12 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. C
%q)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 12 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
+ame as :tem 123 #($ ith the folloin chanesE #i$ A!! '
per cent of cost of material laour an! machinery e"clu!inform or) to cater for e"tra lift3 #ii$ 9he proision of form or)shall e 15 per cent instea! of %375 per cent of cost ofmaterial laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5%300 :tem 123 #($
d) form,or3
15300 5%0370
'300 1'1352
e) "#eread car+es $ 0.2 on %a&!&c&d) 105235,
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 52,32
Rate per cum %a&!&c&d&e&f) 57305
say 578".00
19. D CC 4rade M90
%p) ei+t upto m
Usin+ concrete Mier
%,%2300 :tem 123 #.$
d) form,or3
10300 %,%320
e) "#eread car+es $ 0.2 on %a&!&c&d) 30
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '3'0
Rate per cum %a&!&c&d&e&f) 5'%3'0
say 54"3.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,300 :tem 123 #.$
d) form,or3
10300 %5,30
e) "#eread car+es $ 0.2 on %a&!&c&d) 13'
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '037'
Rate per cum %a&!&c&d&e&f) 5%311
say 53"8.00
19. D %q) ei+t m to 10m
Usin+ concrete Mier
%,%2300 :tem 123 #.$
d) form,or3
12300 '%53'
2300 723,'
e) "#eread car+es $ 0.2 on %a&!&c&d) 10%5312
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 51735,
Rate per cum %a&!&c&d&e&f) 5,%31,
say 56"3.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,300 :tem 123 #.$
d) form,or3
12300 '232
2300 713%
e) "#eread car+es $ 0.2 on %a&!&c&d) 1017317
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5035
Rate per cum %a&!&c&d&e&f) 55'3'1
say 55"4.00
19 D %r) ei+t a!o#e 10m
19. C%r)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!
machinery e"clu!in formor) to cater for e"tra lift
+ame as :tem 123 #.$ upto 5 m heiht ith the only chanethat the proision of form or) shall e 10 per cent instea!of %350 per cent of cost of material laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
19. D%p)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
+ame as :tem 123 #.$ ith the folloin chanesE #i$ A!! 2per cent of cost of material 4aour an! machinerye"clu!in form or) to cater for e"tra lift3 #ii$ 9he proision ofform or) shall e 12 per cent instea! of %350 per cent ofcost of material laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 12 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. D%q)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 12 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Usin+ concrete Mier
%,%2300 :tem 123 #.$
d) form,or3
15300 5''30
'300 1'532
e) "#eread car+es $ 0.2 on %a&!&c&d) 100352
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5'032,
Rate per cum %a&!&c&d&e&f) 5'23,
say 5"43.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,300 :tem 123 #.$
d) form,or3
15300 5%53%5
'300 1'237,
e) "#eread car+es $ 0.2 on %a&!&c&d) 10,137
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%03
Rate per cum %a&!&c&d&e&f) 5%37
say 5840.00
19. / RCC 4rade M20
%p) ei+t upto m
Usin+ concrete Mier
%27300 :tem 123 #C$
d) form,or310300 %2370
e) "#eread car+es $ 0.2 on %a&!&c&d) 0,3,
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '5%3%'
Rate per cum %a&!&c&d&e&f) ',371
say 4"87.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%2%'300 :tem 123 #C$
d) form,or3
10300 %2%3'0
e) "#eread car+es $ 0.2 on %a&!&c&d) 3%5
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '''3,
Rate per cum %a&!&c&d&e&f) '13'%
say 48"1.00
19. / %q) ei+t m to 10m
Usin+ concrete Mier
%27300 :tem 123 #C$
d) form,or3
12300 %53,'
2300 ,53'
e) "#eread car+es $ 0.2 on %a&!&c&d) %3,5
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',32
Rate per cum %a&!&c&d&e&f) 51,305
say 5168.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%2%' 00 :tem 12 #C$
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!
machinery e"clu!in formor) to cater for e"tra lift
19. D%r)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
+ame as :tem 123 #C$ upto 5 m heiht e"cept for formor) hich shall e 10 per cen t instea! of ' per cent of cost ofmaterial laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
19. /%p)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case
A!! 10 per cent of cost of material laour an!
machinery #a@@c$ for .ormor)
.or heiht upto 10m a!! 2 per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 12 per cent ofcost of material laour an! machinery instea! of ' per cent 3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case
A!! 12 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
e) "#eread car+es $ 0.2 on %a&!&c&d) 213,
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',035
Rate per cum %a&!&c&d&e&f) 50,3%0
say 506".00
19. / %r) ei+t a!o#e 10m
Usin+ concrete Mier
%27300 :tem 123 #C$
d) form,or3
15300 ''355
'300 1%13
e) "#eread car+es $ 0.2 on %a&!&c&d) 03,
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '03'%
Rate per cum %a&!&c&d&e&f) 5%'372say 53"5.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%2%'300 :tem 123 #C$
d) form,or3
15300 '5310
'300 123%,
e) "#eread car+es $ 0.2 on %a&!&c&d) ,2312
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '130,
Rate per cum %a&!&c&d&e&f) 5213,%
say 5#"#.00
19. A RCC 4rade M2
%p) ei+t upto m
Usin+ concrete Mier
%,21300 :tem 123 #6$
d) form,or3
10300 %,2310
e) "#eread car+es $ 0.2 on %a&!&c&d) 537
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '73
Rate per cum %a&!&c&d&e&f) 5'7,37,
say 5477.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,0300 :tem 123 #6$
d) form,or3 (:; use! item
10300 %5,300
e) "#eread car+es $ 0.2 on %a&!&c&d) 7300
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '350
Rate per cum %a&!&c&d&e&f) 5%'350say 5385.00
19. A %q) ei+t m to 10m
Usin+ concrete Mier
%,21300 :tem 123 #6$
d) form,or3
1130 '2732
+ame as :tem 123 #C$ ith the folloin chanesE #i$ A!! 'per cent of cost of material laour an! machinery e"clu!in
form or) to cater for e"tra lift3 #ii$ 9he proision of form or)shall e 15 per cent instea! of ' per cent of cost ofmaterial laour an! machinery3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. /%r)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
+ame as :tem 123 #6$ upto 5m heiht e"clu!in formor)3.or cost of formor) a!! 10 per cent of cost of materiallaour an! machinery instea! of %375 per cent 3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
19. A%p)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
.or heiht upto 10m a!! 13 per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 113 per centof cost of material laour an! machinery
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
e) "#eread car+es $ 0.2 on %a&!&c&d) 1023%,
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 51'31
Rate per cum %a&!&c&d&e&f) 5,5,300
say 5656.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,0300 :tem 123 #6$
d) form,or3 (:; use! item
1130 '2030
130 ,'30
e) "#eread car+es $ 0.2 on %a&!&c&d) 101130'
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 505352
Rate per cum %a&!&c&d&e&f) 55,0372
say 5561.00
19. A %r) ei+t a!o#e 10m
Usin+ concrete Mier
%,21300 :tem 123 #6$
d) form,or3
15300 5'%315
'300 1''3'
e) "#eread car+es $ 0.2 on %a&!&c&d) 1077325
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%3,2
Rate per cum %a&!&c&d&e&f) 52'3,
say 5"#5.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5,0300 :tem 123 #6$
d) form,or3 (:; use! item
15300 5%'300
'300 1'23'0
e) "#eread car+es $ 0.2 on %a&!&c&d) 105310
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 52355
Rate per cum %a&!&c&d&e&f) 525305
say 58#5.00
19. 4 RCC 4rade M90%p) ei+t upto m
Usin+ concrete Mier
%,'0300 :tem 123 #G$
d) form,or3
10300 %,'300
e) "#eread car+es $ 0.2 on %a&!&c&d) 1001300
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 500350
Rate per cum %a&!&c&d&e&f) 5505350
say 5506.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%50300 :tem 123 #G$
d) form,or3
10300 %5300
e) "#eread car+es $ 0.2 on %a&!&c&d) '350
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '2325
Rate per cum %a&!&c&d&e&f) 5'1' 75
19. A%q)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
A!! 113 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 13 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
.or heiht aoe 10m a!! ' per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 15 per cent ofcost of material laour an! machinery
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. A%r)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case
A!! 15 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
+ame as :tem 123 #G$ upto 5m heiht e"clu!in formor)3.or cost of formor) a!! 10 per cent of cost of materiallaour an! machinery instea! of %35 per cent 3
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %4) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
19. 4%p)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %4) Case
A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
e) "#eread car+es $ 0.2 on %a&!&c&d) 10,132%
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%03,1
Rate per cum %a&!&c&d&e&f) 5%,37'
say 5837.00
19. %q) ei+t m to 10m -12.00
Usin+ concrete Mier
%72300
d) form,or3
11300 '1031
13'0 52321
e) "#eread car+es $ 0.2 on %a&!&c&d) 10'735
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 52%32
Rate per cum %a&!&c&d&e&f) 57,%317
say 5763.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5300 :tem 123 #$
d) form,or3
11300 '2'3'
13'0 5'30%
e) "#eread car+es $ 0.2 on %a&!&c&d) 10'3%
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5'231
Rate per cum %a&!&c&d&e&f) 5,'30
say 5"64.00
19. %r) ei+t a!o#e 10m 90.00
Usin+ concrete Mier
%72300
d) form,or3
1%300 ''377
%300 11137
e) "#eread car+es $ 0.2 on %a&!&c&d) 1013'1
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5'0371Rate per cum %a&!&c&d&e&f) 5'737,
say 5"48.00
Hit 6atcin+ *antF Transit Mier and Concrete ump
%5300 :tem 123 #$
d) form,or3
1%300 5013,7
%300 115377
e) "#eread car+es $ 0.2 on %a&!&c&d) 111311
f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5535,
Rate per cum %a&!&c&d&e&f) ,155311
say 6155.00
5707.00
Note
.or heiht upto 10m a!! 13' per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 11 per cent of
cost of material laour an! machinery 3Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %) Case
:tem 123 #$Case :
A!! 11 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 13' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. %q)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %) Case
A!! 11 per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! 13' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
.or heiht aoe 10m a!! % per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 1% per cent ofcost of material laour an! machinery
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %) Case
:tem 123 #$Case :
A!! 1% per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! % per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
19. %r)
Case
er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %) Case
A!! 1% per cent of cost of material laour an!machinery #a@@c$ for .ormor)
A!! % per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift
9he asic components of this analysis are the same asthose of items 1%3 #A to $3 9he only chanes are as un!erE
a$ ;amps/+tairsE 6"tra e"pen!iture on structures hichare more than 5 m hih 2 per cent of cost for heiht upto10 m an! ' per cent for heihts aoe 10 m ill e inole!for approachin the or) spot y proi!in hiher ramp/staircase for use y the or)in parties3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Output: T
Taking output = 1 T
a) Materia*
+( a rs inclu!in 5 per cen t oer laps an! astae tonne 1305 ',05 30% '%,13 M-02
Bin!in ire ) ,300 ,2352 %7531' M-072
Mate !ay 03%' 15307 ,232 4-12
Blac)smith !ay 2300 2%'32 ',35 4-02
Ma!oor !ay ,350 177307 11503, 4-1%
c) "#eread car+es $ 0.2 on %a&!) 12,0'30
d) ContractorBs profit $ 0.1 on %a&!&c) ,%023'5
Rate for per MT %a&!&c&d) ,%2,3%
say 6"3#7.00
19.=
Unit = T
Taking output = 1 T
a) Materia*M+ ars inclu!in 5 per cent oerlaps an! astae tonne 1305 ',03, 51125322 M-12,
Bin!in ire ) ,300 ,2352 %7531' M-072
Mate !ay 032 15307 5132 4-12
Blac)smith !ay 1350 2%'32 %513'' 4-02
Ma!oor !ay 5350 177307 7%3 4-1%
c) "#eread car+es $ 0.2 on %a&!) 1%213%
d) ContractorBs profit $ 0.1 on %a&!&c) ,,03,
Rate for per MT %a&!&c&d) 7270,357
say 7#707.00
19.>
Unit = 9os.
Taking output = 30 9os.
a) Materia*
AC pipe 100 mm !ia3 # inclu!in astae 5 per cent $ metre %1350 50 32 15%37% M-05,
M+ clamp each3 %0300 2'3%% 723 M-12%
each3 10300 530% 5032 M-05,/10
Cement mortar 1E% #;ate as in :tem 123,$ cum 0305 %%%%300 1,,3,5 :tem 123, #A$
!) a!our
Mate !ay 030% 15307 5355 4-12
Mason !ay 0350 2%'32 117315 4-11
Ma!oor !ay 0325 177307 ''327 4-1%
c) "#eread car+es $ 0.2 on %a&!) ,7'3%
d) ContractorBs profit $ 0.1 on %a&!&c) %%731
Cost for %0 m K a@@c@! %70307
Rate per No. %a&!&c&d)(90 12%3,'
say 1#4.00
Note
19.<
Unit = cum
Taking output = 10 cum
7 4ranu*ar materia*
a) a!our
!) a!our for cuttin+F !endin+F siftin+ to siteF tyin+and p*acin+ in position
1800 G2200
Supp*yin+F fittin+ and p*acin+ Mi*d stee* reinforcementcomp*ete in su!?structure as per dra,in+ and Tecnica*Specification
!) a!our for strai+tenin+F cuttin+F !endin+F siftin+to siteF tyin+ and p*acin+ in position
2=08 G2200 ro#idin+ ,eep o*es in 6ric3 masonry(*ain(Reinforced concrete a!utmentF ,in+ ,a**( return ,a** ,it 100 mm dia 7C pipeF etendin+ trou+ te fu** ,idt of te structure ,it s*ope of 1E @20 to,ardsdra,in+ foce. Comp*ete as per dra,in+ and Tecnica*Specifications
Aerae lenth of eep hole is ta)en as one metre for thepurpose of estimatin3
collar for AC pipe #aerae$ ta)in 10F of aoe piperate
13 :n case of stone masonry the sie of the eep hole shalle 150 mm " 0 mm or circular ith 150 mm !iameter3
23 .or structure in stone masonry the eep holes shall e!eeme! to e inclu!e! in the item of stone masonry or)an! shall not e pai! separately3
=10.1.-.of
RC@=>G 2200
6ac3 fi**in+ !eind a!utmentF ,in+ ,a** and return ,a**comp*ete as per dra,in+ and Tecnica* Specification
Consi!erin a 250 tonne capacity earin for this analysis
a) a!our
Mate !ay 030, 15307 11310 4-12
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
Ma!oor !ay 1300 177307 177307 4-1%
!) Materia*
each3 1300 55%32 55%32 M-0,5
553%
c) "#eread car+es $ 0.2 on %a&!) 1'1%3''
d) ContractorBs profit $ 0.1 on %a&!&c) 701372
cost for 250 tonnes capacity earin K a@@c@! 7003'
Rate per tonne capacity ' %a&!&c&d)(20 %1230'
say 31#.00
=10.1.-.of
RC@=>and2200
ro#idin+ and *ayin+ of Ai*ter media ,it +ranu*armateria*s(stone crused a++re+ates satisfyin+ terequirements *aid do,n in c*ause 20-.2.2. of MoRTspecifications to a tic3ness of not *ess tan 800 mm
,it sma**er si:e to,ards te soi* and !i++er si:eto,ards te ,a** and pro#ided o#er te entire surface!eind a!utmentF ,in+ ,a** and return ,a** to te fu**ei+t compacted to a firm condition comp*ete as perdra,in+ and Tecnica* Specification.
.ilter me!ia of stone areate conformin to clause250'32323 of Mo;9 specifications3
2000F1000 G2200
Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* cast stee* roc3er !earin+ conformin+ to RC@ >9%t.?1) section and c*ause 2009 of MoRT specificationscomp*ete inc*udin+ a** accessories as per dra,in+ andTecnica* Specifications.
Cast steel roc)er earin assemly of 250 tonne!esin loa! capacity !uly painte! complete ith all itscomponents as per !rain an! specifications
A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts liftin arranementsrease an! other consumales3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
19.12
?nitE one tonne capacity
Consi!erin a 250 tonne capacity earin for this analysis
a) a!our
Mate !ay 030, 15307 11310 4-12
Ma!oor !ay 1300 177307 177307 4-1%
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
!) Materia*
each3 1300 %725,321 %725,321 M-0,7
%7235,
c) "#eread car+es $ 0.2 on %a&!) '0311
d) ContractorBs profit $ 0.1 on %a&!&c) '7'030,
cost for 250 tonnes capacity earin K a@@c@! 521'03,1
Rate per tonne capacity ' %a&!&c&d)(20 2035,
say #0".00
19.19
?nitE one tonne capacity
Consi!erin a 0 tonne capacity earin for this analysis
a) a!our
Mate !ay 030, 15307 11310 4-12
Ma!oor !ay 1300 177307 177307 4-1%
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
!) Materia*
each3 1300 L8A4?6N L8A4?6N M-0,
L8A4?6N
2000 F1000 G2200
Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* for+ed stee* ro**er !earin+ conformin+ to RC@>9%t.?1) section and c*ause 2009 of MoRTspecifications comp*ete inc*udin+ a** accessories as perdra,in+ and Tecnica* Specifications.
.ore! steel roller earin of 250 tonne !esin loa!capacity !uly painte! complete ith all its componentsas per !rain an! specifications
A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts liftin arranementsrease an! other consumales3
2000 G2200
Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* s*idin+ p*ate !earin+ ,it TA/ surface s*idin+ onstain*ess stee* comp*ete inc*udin+ a** accessories as perdra,in+ and Tecnica* Specifications and 6S@ -00Fsection <.1 G <.2 %for TA/) and c*ause 200- ofMoRT Specifications.
P9.6 sli!in plate earin assemly of 0 tonnes!esin loa! capacity !uly painte! complete ith all itscomponents as per !rain an! 9echnical+pecifications
A!! 1 per cent for foun!ation anchorae olts an!consumales3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
19.18
?nitE one tonne capacity %7320
a) a!our
Mate !ay 030 15307 1'31 4-12
Ma!oor !ay 1350 177307 2,53,1 4-1%
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
!) Materia*
each3 1300 %17523%, %17523%, M-0,
%17352
c) "#eread car+es $ 0.2 on %a&!) 11%3'5
d) ContractorBs profit $ 0.1 on %a&!&c) '05,372
cost for 250 tonnes capacity earin K a@@c@! '',2%3,
Rate per tonne capacity ' %a&!&c&d)(20 17350
say 178.00
2000 G2200
+upplyin fittin an! fi"in in position true to line an! leelP>9-P9.6 earin consistin of a metal piston supporte! ya !isc or unreinforce! elastomer confine! ithin a metalcylin!er sealin rins !ust seals P9.6 surface sli!inaainst stainless steel matin surface complete assemly toe of cast steel/faricate! structural steel metal an!elastomer elements to e as per :;CE % part-: & ::respectiely an! other parts conformin to B+E 5'00 section31 & 32 an! clause 200, of Mo;9 +pecifications
complete as per !rain an! approe! 9echnical+pecifications3
Consi!erin a Pot earin assemly of 250 tonne capacityfor this analysis3
Pot type earin assemly consistin of a metal pistonsupporte! y a !isc P9.6 pa!s proi!in sli!insurfaces aainst stainless steel matin toether ith
cast steel assemlies/faricate! structural steelassemlies !uly painte! ith all components as perclause 200, an! complete as per !rains an!9echnical +pecifications3
A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts an! consumales3
13<here eer concrete is carrie! out usin atchin plant transitmi"er concrete pump a!mi"ers conformin :+E 10% 03' percent of eiht of cement may e a!!e! for achiein !esire!slump of concrete3
23 Cement proi!e! for arious components of the superstructure is for estimatin purpose only3 Actual *uantity of cement
ill e as per approe! mi" !esin3 +imilarly the proision for
coarse an! fine areates is for estimatin purpose an! thee"act *uantity shall e as per the mi" !esin3
%3 9he items li)e nee!le an! surface irators are part of minor 9& P hich is alrea!y coere! un!er the oerhea! chares3 Assuch these items hae not een a!!e! separately in the rateanalysis3
Supp*yin+F fittin+ and p*acin+ ISD !ar reinforcement insuper?structure comp*ete as per dra,in+ and tecnica*specifications
!) a!our for cuttin+F !endin+F tyin+ and p*acin+ inposition
i+ tensi*e stee* ,ires(strands inc*udin+ a** accessories for
stressin+F stressin+ operations and +routin+ comp*ete asper dra,in+ and Tecnica* Specifications
(etails of cost for 1291% stran! '0 m lon cale #eiht K 03%77M9$
393 +tran! 3'2 )/m inclu!in 2 per cent for astaean! e"tra lenth for ac)in
+heathin !uct :( ,, mm alon ith 5 per cent e"tralenth '0 " 1305 K '2 m3
9ue anchorae set complete ith earin platepermanent e!es etc
Cement for routin inclu!in % per cent astae %300)/m K % " 130% " '0 K 12%3,0 ) #say K 125 )$
A!! 0350 per cent cost of material for +pacers :nsulationtape an! miscellaneous items
+( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$
1 G2=02
ro#idin+ and *ayin+ 12 mm tic3 mastic aspa*t ,earin+course on top of dec3 s*a! ec*udin+ prime coat ,it pa#in++rade !itumen meetin+ te requirements +i#en in ta!*e 00?2<F prepared !y usin+ mastic coo3er and *aid to required*e#e* and s*ope after c*eanin+ te surfaceF inc*udin+pro#idin+ antis3id surface ,it !itumen precoated fine+rained ard stone cippin+ of <. mm nomina* si:e at terate of 0.00cum per 10 sqm and at an approimate spacin+of 10 cm center to center in !ot directionsF pressed intosurface ,en te temperature of surfaces not *ess tan 100de+. CF protrudin+ 1 mm to - mm o#er mastic surfaceF a**comp*ete as per c*ause 1.
9ractor for toin an! positionin of mastic coo)er an!itumen oiler
Proportion of material re*uire! for mastic asphalt ith coarseareates #ase! on mi" !esin !one y C;;: for a specificcase$
i) Bitumen 0/100 or ,0/70 1032 per cent y eiht ofmi"3 2 " 1032/100 K 0320'
ii) Crusher stone !ust %13 per cent y eiht of mi" K2 " %13/100 K 03,% tonnes K 03,%/13,25 K 03%
iii) 4ime stone !ust filler ith calcium caronate content notless than 0 per cent y eiht 1732 per cent y
eiht of mi" K 2 " 1732/100 K 03%,
i#) Coarse areates 35 mm to %3%5 mm sie '0 percent y eiht of mi" K 2 " '0/100 K 03 M9 K 03/13'5, K0355
#) Pre-coate! stone chips of 35 mm nominal sie for s)i!resistance K 723',"03005/10 K 030%,
#i) Bitumen for coatin of chips 2 per cent y eiht K030%, " 13'5, " 2/100 K 030010'M9 K 1305)
1.9he rates for , mm or any other thic)ness may e or)e! out
on pro-rata asis32. <here tac) coat is re*uire! to e proi!e! efore layinmastic asphalt the same is re*uire! to e measure! an! pai!separately3
9.9he *uantities of in!er filler an! areates are forestimatin purpose3 6"act *uantities shall e as per mi" !esin3
-.9his rate analysis is ase! on !esin ma!e y C;;: for aspecific case an! is meant for estimatin purposes only3 Actual!esin is re*uire! to e !one for each case3
.9he *uantity of itumen or)s out 17 per cent of the masticasphalt loc)s ithout areates an! falls ithin the stan!ar!slai! !on y Mo;9 +pecifications3
2=09F100F1800 G1=00
Construction of precast RCC rai*in+ of M90 4radeFa++re+ate si:e not eceedin+ 12 mmF true to *ine and +radeFto*erance of #ertica* RCC post not to eceed 1 in 00F centreto centre spacin+ !et,een #ertica* post not to eceed 2000
mmF *ea#in+ adequate space !et,een #ertica* post forepansionF comp*ete as per appro#ed dra,in+s andtecnica* specifications.
Io3 of ertical posts K #12 @ 2$2 K 2 Ios3 6"ternal area ofertical post 0325"03275 K 030,s*m Concrete in 8ertical
posts K 030, " 2 K 13%2 cum an! rail in % tiers K % "2' K 72 m 6"ternal area K 03170 " 03175 K 030% s*mConcrete in han! rails K 030% " 72 K 231, cum 9otalConcrete K 13%2 @ 231, K '302 cum3 #;efer Mo;9 +( /202$3
A!! 5 per cent of aoe cost for form or) for castin incastin yar!3
ii$ +( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$
A!! 5 per cent of #a$ for han!lin an! fi"in of precastpanels in position
13Duantities of material hae een a!opte! from stan!ar! plansof Mo;9 i!e !rain no3 +(/2023
23' m lenth is the total linear lenth a!!in oth si!es of 2' mspan3
2=09F
100F1800 G1=00
Construction of RCC rai*in+ of M90 4rade in?situ ,it 20 mm
nomina* si:e a++re+ateF true to *ine and +radeF to*erance of#ertica* RCC post not to eceed 1 in 00F centre to centrespacin+ !et,een #ertica* post not to eceed 2000 mmF
*ea#in+ adequate space !et,een #ertica* post for epansionFcomp*ete as per appro#ed dra,in+s and tecnica*
specifications.
Io3 of ertical posts K #12 @ 2$2 K 2 Ios3 6"ternal area ofertical post 0325"03275 K 030,s*m Concrete in ehicleposts K 030, " 2 K 13%2 cum an! rail in % tiers K % "2' K 72 m 6"ternal area K 03170 " 03175 K 030% s*mConcrete in han! rails K 030% " 72 K 231, cum 9otal
Concrete K 13%2 @ 231, K '302 cum3 #;efer Mo;9 +( /202$3
ii$ +( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$
1. Duantities of material hae een a!opte! from stan!ar! plans
of Mo;9 i!e !rain no3 +(/20232. ' m lenth is the total linear lenth a!!in oth si!es of 2' mspan3
2=09.2 G1<00
ro#idin+F fittin+ and fiin+ mi*d stee* rai*in+ comp*ete asper dra,in+ and Tecnica* Specification
A!! 5 per cent of cost of material for paintin one shopcoat ith re! o"i!e primer an! three coats of syntheticenamel paint an! consumales to safeuar! aainst
eatherin an! corrosion3
A!! for cost of concrete for fi"in ertical posts in theperforme! recess 1 per cent of cost of material3
A!! for electricity chares el!in an! !rillin e*uipmentelectro!es an! other consumales 1 per cent of cost ofmaterial3
Draina+e Spouts comp*ete as per dra,in+ and Tecnica*specification
Corrosion resistant +tructural steel inclu!in 5 per cent
astae
A!! 5 per cent of cost of material an! laour forelectro!es cuttin as sealant anti-corrosie ituminouspaint mil! steel ratin etc3
1. :n case of ia!ucts in uran areas the !rainae spouts shoul!e connecte! ith suitaly locate! pipelines to !ischare thesurface run-off to !rains proi!e! at roun! leel3
2. :n case of ri!es sufficient lenth of G3: Pipe shall eproi!e! to ensure that there is no splashin of ater from the!rainae spout on the structure3
CC M1 4rade *e#e*in+ course !e*o, approac s*a!comp*ete as per dra,in+ and Tecnica* specification
Concrete ;ate as per item Io3 123 #A$ e"clu!informor)s
:tem 123 #A$
100F1800F1=00
G 2=0-
Reinforced cement concrete approac s*a! inc*udin+reinforcement and form,or3 comp*ete as per dra,in+ and
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
cum 1300 %50300 %50300
713,0
tonne 0305 510,'300 255%320 :tem 1'32 A
!) "#eread car+es $ 0.2 on %a) 1551320
c) ContractorBs profit $ 0.1 on%a&!) 7753,0
Rate per cum %a&!&c) 5%13,0
say 853#.00
Note
1-.12 1800
Unit = 1 T
Taking output = 1 T
9o e ta)en as per the preailin mar)et rates3 E7U/
Note
1-.19 recast ? pretensioned 4irders
Unit = 1 cum
Taking output = 1 cum
Gra!e of concrete - M'0
a) Materia*
Cement tonne 03'7 573'7 2721305 M-01
Coarse san! cum 03'5 20%375 13, M-00'
20 mm Areate cum 035' ,2350 ',5375 M-05%
10 mm Areate cum 03%, ,553,0 2%,302 M-051
A!mi"ture 03' per cent of cement 13 112377 212301 M-10
+( steel 3 tonne 0310 ',0530% ',0530 M-02
tonne 030, ,2'137 %7'531% M-11
4(> for steam curin 4itre %7300 L8A4?6N L8A4?6N M-122
L8A4?6N
!) a!our
Mate !ay 030, 15307 11310 4-12
Ma!oor #+)ille!$ !ay 03%5 20,3 723'5 4-15
Ma!oor !ay 13'0 177307 2'730 4-1%
Taking $uantity o' T stand 60 g@cum
Cement concreteM%0 Gra!e ;efer releant item ofconcrete in item 123#G$y usin atchin plant e"clu!informor) i3e3 per cum asic cost #a@@c$ #6"clu!in > &CP$
:tem 123#G$
# ;efer releant item of concrete in item Io3 1%3 #G$e"cept that form or) may e a!!e! at the rate of 2 percent of cost aainst %35 per cent proi!e! in the
foun!ation concrete3+( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$
9he ra!e of reinforce! cement concrete may e a!opte! asM%0 for seere con!itions an! M25 for mo!erate con!itions3
ro#idin+ anti?corrosi#e treatment to ISD reinforcement
,it Ausion 6onded /poy Coatin+ %A6/C)
Contractors enerally !o not hae e"pertise for this item 3 9he o is therefore ot !one from specialise! firms ho hae thee"pertise in the fiel! of construction chemicals3 9he preailinrate in the mar)et is re*uire! to e ascertaine! from the mar)etan! a!!e! in the cost estimate3 (etaile! ui!elines in this rear!hae een issue! y Mo;9 i!e their circular no3 ;</I-%'0'1/''/1-+&; !ate! 213%320003
1>00 G2900
ro#idin+F precastin+F transportation and p*acin+ in positionprecast pretensioned concrete +irders as per dra,in+ and
tecnica* specifications
9 stran! ith 5 per cent as astae an! e"tra lenth for
anchorin
A!! consumales such as in!in ire foam pac)intape shutterin oil (P6 pipe for unon!in of stran!olt & nuts etc 1 per cent of material cost
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
.itter !ay 0305 2%32 1131 4-0
Ma!oor !ay 0320 177307 %53'1 4-1%
c) "#eread car+es $ 0.2 on %a&!) L8A4?6N
d) ContractorBs profit $ 0.1 on %a&!&c) L8A4?6N
Rate per cum %a&!&c&d) L8A4?6N
say ;<U>
1-.1 >00 Cras 6arriers
er m E7U/
1-.18 >00 aintin+ on concrete surface
Unit = s$m
Taking output = 10 s$m
a) a!ourMate !ay 0301 15307 135 4-12
Painter !ay 0325 22%32 5532 4-1
Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15
!) Materia*
4itres 5300 7531 %7530 M-10
c) "#eread car+es $ 0.2 on %a&!) 1213%%
d) ContractorBs profit $ 0.1 on %a&!&c) ,03,7
Cost for 10 s*m #a@@c@!$ ,,73%2
Rate per sqm %a&!&c&d)(10 ,,37%
say 67.00
1-.1= 280- 6urried oint
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 0302 15307 %370 4-12
Ma!oor !ay 03'0 177307 703% 4-1%
Ma!oor #+)ille!$ !ay 0320 20,3 '13'0 4-15
!) Materia*
) 2%7350 ',32' 10132 M-0,0/1000
1032
c) "#eread car+es $ 0.2 on %a&!) 2013
d) ContractorBs profit $ 0.1 on %a&!&c) 1'0035
Cost for 12 m K #a@@c@!$ 15'103'1
Rate per m ' %a&!&c&d)(12 12'320
say 1#84.00
Note
1-.1> 280 Ai**er Joint
9he rate analysis for rii! crash arrier in reinforce! cementconcrete semi-rii! crash arrier ith metal eam an! fle"ilecrash arrier ith ire ropes hae een ma!e an! inclu!e! inchapter- on 9raffic an! 9ransportation3
ro#idin+ and app*yin+ 2 coats of ,ater !ased cement paint
to unp*astered concrete surface after c*eanin+ te surface ofdirtF dustF oi*F +reaseF eff*orescence and app*yin+ paint $ of1 *itre for 2 sqm.
<ater ase! paint of approe! *uality for cement concretesurface
ro#idin+ and *ayin+ a !urried epansion JointF epansion+ap !ein+ 20 mmF co#ered ,it 12 mm tic3F 200 mm ,ide
+a*#anised ,e*da!*e structura* stee* p*ate as per S@ 2082Fp*aced symmetrica* to centre *ine of te JointF restin+ free*yo#er te top surface of te dec3 concreteF ,e*din+ of > mm
dia. 100 mm *on+ +a*#anised nai*s spaced 900 mm c(c a*on+te centre *ine of te p*ateF a** as specified in c*ause 280-.
Galanise! M3+ plate 200 mm i!e12 mm thic) '320)/s*m inclu!in 5 per cent astae
A!! 1 per cent of cost of steel plate cuttin el!inconsumales an! alanise! nails3
Gui!elines lai! !on i!e the Mo;9 circular Io3 ;</I-%'05/1/,-+&; !ate! %031132000 an! suse*uent corrien!um!ate! 2530132001 may e reffere! for e"pansion oints3
ro#idin+ G fiin+ 2 mm tic3 corru+ated copper p*ate inepansion Joint comp*ete as per dra,in+ G Tecnica*Specification.
ro#idin+ G fiin+ 20 mm tic3 compressi!*e fi!re !oard inepansion Joint comp*ete as per dra,in+ G Tecnica*
Specification.
20 mm thic) compressile fire oar! 12 m lon " 25 cm!eep3
ro#idin+ and fiin+ in position 20 mm tic3 premou*ded Joint fi**er in epansion Joint for fied ends of simp*ysupported spans not eceedin+ 10 m to cater for a
ori:onta* mo#ement upto 20 mmF co#ered ,it sea*antcomp*ete as per dra,in+ and tecnica* specifications.
Premoul!e! oint filler 12 m lon20 mm thic) an! %00 mm!eep3
Cost for 12 m asphalt plu oint K #a@@c@!@e$ 1%',731,
Rate per m ' %a&!&c&d&e)(12 112232,
say 11##.00
Note
1-.20 2808 /*astomeric S*a! Stee* /pansion oint
ro#idin+ and *ayin+ of aspa*tic p*u+ Joint to pro#ide forori:onta* mo#ement of 2 mm and #ertica* mo#ement of 2mmF dept of Joint #aryin+ from = mm to 100 mmF ,idt
#aryin+ from 00 mm to =0 mm %in traffic direction)Fco#ered ,it a c*osure p*ate of 200mm 8mm of ,e*da!*estructura* stee* conformin+ to S@ 2082F aspa*tic p*u+ to
consist of po*ymer modified !itumen !inderF carefu**yse*ected sin+*e si:e a++re+ate of 12. mm nomina* si:e and
a eat resistant foam cau*3in+(!ac3er rodF a** as perappro#ed dra,in+s and specifications.
Galanise! structural steel plate 200 mm i!e, mm thic)12 m lon #23' s*m$ '7310 )/s*m inclu!in 5 per cent
astaeA!! 1 per cent for el!in an! foam caul)in/ac)er ro!an! other inci!entals3
9he nominal sie of areates shall e 1235 mm for !epth of
oint upto 75 mm an! 20 mm for oints of !epth more than 75mm3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 030, 15307 11310 4-12
Ma!oor !ay 1300 177307 177307 4-1%
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
!) Materia*
metre 12300 1'22370 2%%0723'1 M-0%
11,5%3,2
c) "#eread car+es $ 0.2 on %a&!) ,125'3'%
d) ContractorBs profit $ 0.1 on %a&!&c) %0,27321
Cost for 12 m K #a@@c@!$ %%,3%'
Rate per m ' %a&!&c&d)(12 207'35
say #8075.00
1-.21 2800 Compression Sea* oint
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 030%, 15307 ,3,, 4-12
Ma!oor !ay 03,0 177307 10,32' 4-1%
Ma!oor #+)ille!$ !ay 03%0 20,3 ,2310 4-15
!) Materia*) '',300 %3,% 172%1300 M-10%
703%0
metre 12300 L8A4?6N L8A4?6N M-1'%
L8A4?6N
c) "#eread car+es $ 0.2 on %a&!) L8A4?6N
d) ContractorBs profit $ 0.1 on %a&!&c) L8A4?6N
Cost for 12 m K #a@@c@!$ L8A4?6N
Rate per m ' %a&!&c&d)(12 L8A4?6N
say ;<U>
ro#idin+ and *ayin+ of an e*astomeric s*a! stee* epansion
JointF caterin+ to ri+t or s3e, %*ess tan 20 de+.F moderate*ycur#ed ,it maimum ori:onta* mo#ement upto 0 mmFcomp*ete as per appro#ed dra,in+s and standard
specifications to !e insta**ed !y te manufacturer(supp*ieror teir autorised representati#e ensurin+ comp*iance tote manufacturerBs instructions for insta**ation and c*ause2808 of MoRT specifications for road G !rid+e ,or3s.
+upply of elastomeric sla seal e"pansion oint assemlymanufacture! y usin chloroprene elastomer forelastomeric sla unit conformin to clause 1531 of :;CE %#part ::$ complete as per approe! !rains an! stan!ar!specification conformin to clause 2,0, of Mo;9&+pecification
A!! 5 per cent of cost of material for anchoraereinforcement el!in an! other inci!entals3
ro#idin+ and *ayin+ of compression sea* Joint consistin+ ofstee* armoured nosin+ at t,o ed+es of te Joint +ap suita!*y
ancored to te dec3 concrete and a preformed c*oroprenee*astomer or c*osed ce** foam Joint sea*er compressed andfied into te Joint +ap ,it specia* adesi#e !inder to caterfor a ori:onta* mo#ement upto -0 mm and #ertica*mo#ement of 9 mm.
13 Galanise! anle sections 100mm " 100mm of 12mmthic)ness el!ale structural steel as per :+E 20,2 2 nos3of 12 m lenth each 1737 )/m an! 5 per cent astae3
A!! 5 per cent of cost of aoe for structural steel foranchorae el!in an! other inci!entals3
Preforme! continuous chloroprene elastomer or close! cellfoam sealin element ith hih tear strenth ulcanise! ina sinle operation for the full lenth of a oint to ensure
ater tihtness3
A!! 1 per cent of cost of sealin element for luricant-cum-a!hesie an! other consumales3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Note
1-.22 280= Strip Sea* /pansion oint
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 0305 15307 325 4-12
Ma!oor !ay 1300 177307 177307 4-1%
Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15
!) Materia*
metre 12300 ,0'%3, 7252'3%2 M-17
%,%312
c) "#eread car+es $ 0.2 on %a&!) 110031%
d) ContractorBs profit $ 0.1 on %a&!&c) 55030,
Cost for 12 m K #a@@c@!$ 105050370
Rate per m ' %a&!&c&d)(12 75'322
say 8754.00
Note
1-.29 2800 Modu*ar Strip ( 6o Sea* oint
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 0305, 15307 103%, 4-12
Ma!oor !ay 1300 177307 177307 4-1%
Ma!oor #+)ille!$ !ay 03'0 20,3 230 4-15
!) Materia*
metre 12300 21'0'3', 25,5%352 M-127
c) "#eread car+es $ 0.2 on %a&!) ,'203'
d) ContractorBs profit $ 0.1 on %a&!&c) %21'03'7
Cost for 12 m Mo!ular strip/o" seal oint K #a@@c@!$ %5%5'5315
1. 9he installation shall e !one y the manufacturer or hisauthorise! representatie to the satisfaction of the 6nineer3
2. 9he concretin for oinin the e"pansion oint assemly iththe !ec) has not een inclu!e! in this analysis as the same iscatere! in the *uantities of ;CC !ec)3
9. 9he anchorin ars of the e"pansion oint assemly shall e el!e! to the main reinforcement of the !ec)3
ro#idin+ and *ayin+ of a strip sea* epansion Joint caterin+
to maimum ori:onta* mo#ement upto =0 mmF comp*ete asper appro#ed dra,in+s and standard specifications to !einsta**ed !y te manufacturer(supp*ier or teir autorised
representati#e ensurin+ comp*iance to te manufacturerBsinstructions for insta**ation.
+upply of complete assemly of strip seal e"pansion ointcomprisin of e!e eams anchorae strip seal elementan! complete accessories as per approe! specificationsan! !rains3
A!! 5 per cent of cost of material for anchoraereinforcement el!in an! other inci!entals3
1. 9he installation shall e !one y the manufacturer or hisauthorise! representatie to the satisfaction of the 6nineer3
2. 9he concretin for oinin the e"pansion oint assemly iththe !ec) has not een inclu!e! in this analysis as the same iscatere! in the *uantities of ;CC !ec)3
ro#idin+ and *ayin+ of a modu*ar strip 6o sea* epansion Joint inc*udin+ ancora+e caterin+ to a ori:onta* mo#ement!eyond =0 mm and upto 1-0mmF comp*ete as per appro#ed
dra,in+s and standard specifications to !e insta**ed !y temanufacturer(supp*ier or teir autorised representati#eensurin+ comp*iance to te manufacturerBs instructions for
insta**ation.
+upply of a mo!ular strip/o" seal oint assemlycomprisin of e!e eams central eam2 mo!uleschloroprene seal anchorae elements support an! controlsystem all steel sections protecte! aainst corrosion an!installe! y the manufacturer or his authorise!representatie3
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Rate per m ' %a&!&c&d)(12 2',2310
say #"46#.00
Note
1-.2- 2800 Modu*ar Strip ( 6o Sea* oint
Unit = ?unning mete
Taking output = 1# m
a) a!our
Mate !ay 0307 15307 1235 4-12
Ma!oor !ay 1325 177307 2213%' 4-1%
Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15
!) Materia*
metre 12300 L8A4?6N L8A4?6N M-12
c) "#eread car+es $ 0.2 on %a&!) L8A4?6N
d) ContractorBs profit $ 0.1 on %a&!&c) L8A4?6N
Cost for 12 m Mo!ular strip/o" seal oint K #a@@c@!$ L8A4?6N
Rate per m ' %a&!&c&d)(12 L8A4?6N
say ;<U>
Note
1. 9he installation shall e !one y the manufacturer or hisauthorise! representatie to the satisfaction of the 6nineer3
2. 9he concretin for oinin the e"pansion oint assemly iththe !ec) has not een inclu!e! in this analysis as the same iscatere! in the *uantities of ;CC !ec)3
9. 9he anchorin ars of the e"pansion oint assemly shall e el!e! to the main reinforcement of the !ec)3
ro#idin+ and *ayin+ of a modu*ar strip !o sea* epansion Joint caterin+ to a ori:onta* mo#ement !eyond 1-0mm and
upto 210mmF comp*ete as per appro#ed dra,in+s andstandard specifications to !e insta**ed !y temanufacturer(supp*ier or teir autorised representati#e
ensurin+ comp*iance to te manufacturerBs instructions forinsta**ation.
+upply of a mo!ular o"/o" seal oint assemly containin% mo!ules/cells an! comprisin of e!e eams to centraleams chloroprene seal anchorae elements support an!control system all steel sections protecte! aainstcorrosion an! installe! y the manufacturer or hisauthorise! representatie3
1. 9he installation shall e !one y the manufacturer or hisauthorise! representatie to the satisfaction of the 6nineer3
2. 9he concretin for oinin the e"pansion oint assemly iththe !ec) has not een inclu!e! in this analysis as the same iscatere! in the *uantities of ;CC !ec)3
9. 9he anchorin ars of the e"pansion oint assemly shall e el!e! to the main reinforcement of the !ec)3
+tone cum 1300 %'%37 %'%37 M-00%+tone +palls cum 0320 %17310 ,%3'2 M-00!) a!our
Mate !ay 030' 15307 73'0 4-12Mason !ay 03%5 2%'32 2300 4-11Ma!oor !ay 0375 177307 1%230 4-1%c) "#eread car+es $ 0.2 on %a&!) 1573%5d) ContractorBs profit $ 0.1 on %a&!&c) 73,Rate per cum ' %a&!&c&d) ,53'5
say 865.00 :nclu!in e"caation for trimmin for preparation of e!3
Note
1.2 209 6ou*der 7pron aid in Hire Crates
Unit = cum
Taking output = 3 m*1.5m*1.#5m = 5.63 cum
a) Materia*
'mm G: ire crates oen in mesh sie of 100 mm " 100 mm3 s*m 22300 7%30 1,030% M-102
+tone cum 53,% %'%37 1%535% M-00%+tone +palls cum 131% %17310 %53%2 M-00!) a!our
Mate !ay 031 15307 %%3%1 4-12Ma!oor #+)ille!$ !ay 1350 20,3 %103' 4-15Ma!oor !ay %300 177307 5%132 4-1%c) "#eread car+es $ 0.2 on %a&!) 11'32d) ContractorBs profit $ 0.1 on %a&!&c) 57311Cost for 53,% cum K a@@c@! ,5,32%Rate per cum ' %a&!&c&d)(.89 11,,3,5
say 1167.00
; :nclu!in e"caation for trimmin for preparation of e!3
Note
1.9 209 Cement Concrete 6*oc3s %si:e 0. 0. 0. m)
Unit = cum
Taking out put = 1 cum
cum 1300 '12300 '12300 :tem 123 #A$
235,
Rate per cum '21035,
say 4#11.00
Ref. toMoRTSpec.
Remar3s(nput ref.
ro#idin+ and *ayin+ !ou*ders apron on ri#er !ed forprotection a+ainst scour ,it stone !ou*ders ,ei+in+ not*ess tan -0 3+ eac comp*ete as per dra,in+ and Tecnica*specification.
Iominal e"caation re*uire! for preparation of e! has een ta)eninto account hile ma)in proision for laour3
Proi!in an! layin of oul!er apron lai! in ire crates ma!e ith'mm !ia G: ire conformin to :+E 20 & :+E'2, in 100mm "100mm mesh #eae! !iaonally$ inclu!in 10 per cent e"tra forlaps an! oints lai! ith stone oul!ers eihin not less than '0) each3
;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire
'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3
Proi!in an! layin of apron ith cement concrete loc)s of sie035"035"035 m cast in-situ an! ma!e ith nominal mi" of M-15ra!e cement concrete ith a minimum cement content of 250)/cum as per :;CE 21-20003
Concrete Gra!e M15 ;ate as per item Io3 123 #A$ inclu!in > &CP
A!! 2 per cent of cost to account for e"caation for preparation ofe! nominal surface reinforcement an! fillin of ranular material
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
1.- 20-
7 Stone(6ou*der
Unit = cum
Taking output = 1 cuma) Materia*
+tone eihin not less than '0) cum 1300 %'%37 %'%37 M-00%+tone spalls of minimum 25 mm sie cum 0320 %17310 ,%3'2 M-00!) a!our
Mate !ay 030' 15307 73'0 4-12Mason !ay 03%5 2%'32 2300 4-11Ma!oor !ay 0375 177307 1%230 4-1%c) "#eread car+es $ 0.2 on %a&!) 1573%5d) ContractorBs profit $ 0.1 on %a&!&c) 73,Rate per cum ' %a&!&c&d) ,53'5
say 865.00
1.- 6
Unit = cum
Taking output = 1 cum
Concrete Gra!e M15 ;ate as per item Io3 123 #A$cum 1300 '12300 '12300 :tem 123 #A$
235,
Rate per cum '21035,
say 4#11.00
1. 20-
Unit = cum
Taking output = 1 cum
a) Materia*
Gra!e! stone areate of re*uire! sie cum 1320 ,1%300 7%53,0 M-012
!) a!our
Mate !ay 0305 15307 325 4-12
Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15
Ma!oor !ay 1300 177307 177307 4-1%
c) "#eread car+es $ 0.2 on %a&!) 2'%3'2
d) ContractorBs profit $ 0.1 on %a&!&c) 121371
Rate per cum ' %a&!&c&d) 1%%30
say 133".00
1.84eoteti*e Ai*ter
Unit = s$m
Taking output = 10 s$m.
a) a!our
Mate !ay 0302 15307 %370 4-12
Ma!oor !ay 03%0 177307 5%312 4-1%
Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15
!) Materia*
ro#idin+ and *ayin+ itcin+ on s*opes *aid o#er preparedfi*ter media inc*udin+ !ou*der apron *aid dry in front of toe ofem!an3ment comp*ete as per dra,in+ and Tecnica*specifications
Cement Concrete 6*oc3s of si:e 0.90.9 0.9 m cast in cementconcrete of 4rade M1
A!! 2 per cent of cost to account for nominal surfacereinforcement an! fillin of ranular material in recesses eteenloc)s3
ro#idin+ and *ayin+ Ai*ter materia* underneat pitcin+ ins*opes comp*ete as per dra,in+ and Tecnica* specification
:nclu!es Ma!oor re*uire! for trimmin of slope to proper profilean! preparation of e!3
=00 G20-
4ayin of a eote"tile filter eteen pitchin an! eman)mentslopes on hich pitchin is lai! to preent escape of theeman)ment material throuh the oi!s of the stonepitchin/cement concrete loc)s as ell as to allo free moementof ater ithout creatin any uplift hea! on the pitchin3
:nclu!es cement mortar for layin an! fillin of oints3
1.> 6 Cement Concrete !*oc3s 4rade M1
cum 1300 '12300 '12300 :tem 123 #A$
cum 03%% '12300 1%,232' :tem 123 #A$
5'30
Rate per cum 55'531'
say 5545.00
1.< 208 Dry Ru!!*e A*oorin+
Unit = cum
Taking output = 1 cum
a) Materia*
Permeale synthetic eote"tile inclu!in 5 per cent for oerlapan! astae
A toe all for toe protection can either e in !ry rule masonry incase of !ry rule pitchin or pitchin ith stones in ire crates orit can e in PCC M15 nominal mi" if cement concert loc) haeeen use! for pitchin 3 ;ates for toe all can e a!opte! fromrespectie clauses !epen!in upon approe! !esin3 9he rate fore"caation for foun!ation !ry rule masonry an! PCC M15 haeeen analyse! an! ien in respectie chapters3
ro#idin+ and *ayin+ A*oorin+ comp*ete as per dra,in+ and
a) Cement mortor 1@9 #;ate as in :tem 123, su-analysis$e"clu!in > & CP
:tem 123, #A$
!) 7dd for cement concrete !eddin+ %M1 Nomina* mi)#ide tem 12.> %7) ec*udin+ " G C . Quantity sa** !eadopted as per desi+n % 7ssume Ru!!*e stone A*oorin+tic3ness 900mm and cement concrete !eddin+ tic3ness100mm)
:tem 123 #A$
A!! 1 per cent of cost to account for e"caation for preparation ofe!3
Concrete Gra!e M15 loc)3 #;ate as per item Io3 123 #A$inclu!in > & CP3
;ate same as per item Io3 1237 #A$ inclu!in > & CP
Rate per cum say #"33.00
1.10 6 Cement concrete 4rade M1
cum 1300 '12300 '12300 :tem 123 #A$
Rate per cum say 41#8.00
Note
1.11 20=.2
Unit = cum
Taking Output = 1 cum
a) Materia*
+tone cum 1300 %'%37 %'%37 M-00%
+tone +palls cum 0320 %17310 ,%3'2 M-00
!) a!our
Mate !ay 0305 15307 325 4-12
Mason !ay 0325 2%'32 5357 4-11
Ma!oor !ay 1300 177307 177307 4-1%
,352
c) "#eread car+es $ 0.2 on %a&!) 1,'3,,
d) ContractorBs profit $ 0.1 on %a&!&c) 23%%Rate per cum ' %a&!&c&d) 053,1
say "06.00
1.12 209.9 4a!ian Structure for Retainin+ /art
Unit = cumTaking output = 7 * 3 * 0.6 = 1#.60 cum
a) a!our
Mate !ay 032 15307 5132 4-12
Ma!oor !ay 5300 177307 53%5 4-1%
Curtain ,a** comp*ete as per dra,in+ and Tecnica*specification
Concrete Gra!e M15 ;ate as per item Io3 123 #A$ inclu!in > &CP
>ther items li)e e"caation for foun!ation fillin ehin! all filterme!ia eep holes etc3 shall e a!!e! separately as per approe!!esin3
A*ei!*e 7pron @Construction of f*ei!*e apron 1 m tic3comprisin+ of *oose stone !ou*ders ,ei+in+ not *ess tan -0
3+ !eyond curtain ,a**.
A!! 1 per cent of cost of #a@$ for trimmin an! preparation ofe!3
Proi!in an! construction of a aian structure for retainin earth ith sements of ire crates of sie 7 m " % m " 03, m each!ii!e! into 135 m compartments y cross nettin ma!e from 'mm alanise! steel ire %2 ) per 10 s*m hain minimumtensile strenth of %00 Mpa conformin to :+E20 an! alaniincoatin conformin to :+E'2, oen into mesh ith !oule tistmesh sie not e"cee!in 100 " 100 mm fille! ith oul!ers ithleast !imension of 200 mm all loose en!s to e tie! ith ' mmalanise! steel ire
Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.
Remar3s(nput ref.
Ma!oor #+)ille!$ !ay 2300 20,3 '1%3 4-15
!) Materia*
s*m ,1300 7%30 ''53,% M-102
+tone oul!ers ith least !imension of 200 mm cum 123,0 %'%37 '%%1375 M-00%
+tone spal ls of minimum sie 25 mm cum 2352 %17310 730 M-00c) "#eread car+es $ 0.2 on %a&!) 27%531,
d) ContractorBs profit $ 0.1 on %a&!&c) 1%,735
Cost for 123,0 cum #a@@c@!$ 150'%3%,
Rate per cum %a&!&c&d)(12.80 11%32
say 11"4.00
Note
1.19 209.9
Unit = cum
Taking output = # * 1 * 0.3 * 10 9os. = 6.00 cum
a) a!our
Mate !ay 031' 15307 2531 4-12
Ma!oor !ay 2350 177307 ''23, 4-1%
Ma!oor #+)ille!$ !ay 1300 20,3 20,3 4-15
!) Materia*
s*m ,5300 7%30 '751300 M-102
+tone oul!ers ith least !imension of 200 mm cum ,300 %'%37 20,237' M-00%
+tone spalls of minimum sie 25 mm cum 1320 %17310 %0352 M-00
c) "#eread car+es $ 0.2 on %a&!) 1,73',
d) ContractorBs profit $ 0.1 on %a&!&c) %37%
Cost for ,300 cum #a@@c@!$ 1021302
Rate per cum %a&!&c&d)(8.00 10%350
say 1804.00
Note
Galanise! steel ire crates of mesh sie 100 mm " 100 mm oen ith 'mm !ia3 G: ire in rolls of re*uire! sie3
;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3
4a!ian Structure for /rosion Contro*F Ri#er Trainin+ Hor3sand rotection ,or3s
Proi!in an! constructin aian structures for erosion controlrier trainin or)s an! protection or)s ith ire crates of sie 2m " 1 m " 03% m each !ii!e! into 1m compartments y crossnettin ma!e from ' mm alanise! steel ire %2 ) per 10s*m hain minimum tensile strenth of %00 Mpa conformin to:+E20 an! alaniin coatin conformin to :+E'2, oen intomesh ith !oule tist mesh sie not e"cee!in 100 mm " 100mm fille! ith oul!ers ith least !imension of 200 mm all looseen!s to e securely tie! ith ' mm alanise! steel ire3
Galanise! steel ire crates of mesh sie 100 mm " 100 mm oen ith 'mm !ia3 G: ire in rolls of re*uire! sie to coer ,300cum3
;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3
Remo#a* of eistin+ cement concrete ,earin+ coat inc*udin+ its disposa*
comp*ete as per Tecnica* Specification ,itout causin+ any detrimenta* effectto any part of te !rid+e structure and remo#a* of dismant*ed materia* ,it a**
*ifts and *ead upto 1000 m
Air Compressor 250 cfm ith pneumatic rea)er/ac) hammer alon ithaccessories3
Remo#a* of eistin+ aspa*tic ,earin+ coat comprisin+ of 0 mm tic3
aspa*tic concert *aid o#er 12 mm tic3 mastic aspa*t inc*udin+ disposa* ,ita** *ift and *ead upto 1000 m.
4unitin+ concrete surface ,it cement mortar app*ied ,it compressor after
c*eanin+ surface and sprayin+ ,it epoy comp*ete as per Tecnica*Specification
A!! 2 per cent of cost of material for miscellaneous consumales li)enoles ire rush cotton aste etc3
ro#idin+ and insertin+ nipp*es ,it appro#ed fiin+ compound after dri**in+o*es for +routin+ as per Tecnica* Specifications inc*udin+ su!sequentcuttin+(remo#a* and sea*in+ of te o*e as necessary of nipp*es after
Note 9his item is a proprietory item aailale in mar)et as pre-pac)e! polymer concretean! is re*uire! to e applie! as per instructions of the manufacturer3
Coarse areate of sie '375mm cum 0315 2,1300 %315 M-02'
Duic) settin compoun! ) 2350 320 2'73 M-1'7
<ater 4 0310 1,7307 1,371 M-1
d) "#eread car+es $ 0.9 on %a&!&c) L8A4?6N
e) ContractorBs profit $ 0.1 on %a&!&c&d) L8A4?6N
Cost for 10 s*m K a@@c@!@e L8A4?6N
Rate per sqm ' %a&!&c&d&e)(10 L8A4?6N
say ;<U>
18.10 2>00
Unit = s$mTaking output = 10 s$m
Assume! thic)ness - 10 mm
a) Materia*
Acr lic pol mer on!in coat 4itre 13'0 123' 11327 M-057
Sea*in+ of crac3 ( porous concrete ,it /poy 4rout !y inJection trou+nipp*es comp*ete as per c*ause 2>09.1.
7pp*yin+ epoy mortar o#er *eacedF oney com!ed and spa**ed concretesurface and eposed stee* reinforcement comp*ete as per Tecnica*Specification
A!! % per cent cost of material for other consumales li)e acetone etc an! tocoer astae3
Remo#a* of defecti#e concreteF c*eanin+ te surface torou+*yF app*yin+ te
sotcrete miture mecanica**y ,it compressed air under pressureFcomprisin+ of cementF sandF coarse a++re+atesF ,ater and quic3 settin+compound in te proportion as per c*ause 2>0=.1.F sand and coarsea++re+ates conformin+ to S@ 9>9 and ta!*e 1 of S@ <012 respecti#e*yF ,atercement ratio ran+in+ from 0.9 to 0.0F density of +unite not *ess tan 20003+(cumF stren+t not *ess tan 2 Mpa and ,or3mansip conformin+ to c*ause2>0=.8.
7pp*yin+ pre?pac3ed cement !ased po*ymer mortar of stren+t - Mpa at 2>days for rep*acement of spa**ed concrete
dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*Specification
A!! 20 per cent cost of material for other materials li)e lea! sheet sleees!eiator fi"tures etc3
Groutin pump ith a itator hour %300 112377 %%3%1 M-111
d) "#eread car+es $ 0.9 on %a&!&c) 20,2023'1
e) ContractorBs profit $ 0.1 on %a&!&c&d) %5'3%
Cost for 9.10 MT ' a&!&c&d&e 2317
Rate per MT ' %a&!&c&d&e)(9.10 %170,%3%
say 317064.00
18.1- 2>10
Span assumed@ 100 m
No. of ca!*es@ 8 no.
No. of ancora+es @ 12 no.
Unit = T Taking output = ".#8 T
Assume 1237mm !ia3 +tran! in 191% system3 <eiht-1'37% )/m of cale3
a) Materia*
9+ stran! inclu!in 5 per cent astae an! e"tra lenth for ac)in tonne 32 ,2'137 572',32' M-11
(P6 pipes 0 mm !ia inclu!in 5 per cent astae metre ,72300 1523'5 102'',32% M-115
Cement for routin tonne %30' 573'7 17,00300 M-01
9ue anchorae set complete ith earin plate permanent e!es etc each 12300 %'3%5 '1232' M-17
6po"y ) 1'300 2231 %53%% M-05
M+ plates for !eiator #here !eiator loc)s are not proi!e!$ tonne 20300 ',5273%% %05',3,7 M-17
%2,'231'
ro#idin+ eterna* prestressin+ ,it i+ tensi*e stee* ,ires(strands inc*udin+dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*Specification
A!! 20 per cent cost of material for other materials li)e lea! sheet sleees!eiator fi"tures etc3
ro#idin+ eterna* prestressin+ ,it i+ tensi*e stee* ,ires(strands inc*udin+dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*
Specification
A!! 20 per cent cost of material for other materials li)e lea! sheet sleees!eiator fi"tures etc3
d) ContractorBs profit $ 0.1 on %a&!&c) 252232%Cost for replacement of 12 ;M K a@@c@! 277''357
Rate per RM ' %a&!&c&d)(12 2%12305
say #31#.00
Note
18.1> Rep*acement of Dama ed Concrete Rai*in .
Unit = ? Taking output = 10 ?
a) a!our
4aour for !ismantlin ol! railin an! !isposal of !ismantle! material3
Mate !ay 0320 15307 %7301 4-12
Ma!oor !ay 5300 177307 53%5 4-1%
!) Maciner
9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%
c) "#eread car+es $ 0.9 on %a&!) %2301
d) ContractorBs profit $ 0.1 on %a&!&c) 1'231'Cost for 10 m K a@@c@! 15,%35'
Rate per metre ' %a&!&c&d)(10 15,3%5
say 156.00
Note
18.1< Rep*acement of Cras 6arrier.
Unit = ? Taking output = 10
a) a!our
4aour for !ismantlin ol! railin an! !isposal of !ismantle! material3
Mate !ay 03'0 15307 7'30% 4-12
Ma!oor !ay 10300 177307 1770370 4-1%
!) Maciner9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%
c) "#eread car es $ 0.9 on %a&!) ,0'372
d) ContractorBs profit $ 0.1 on %a&!&c) 2,2305
Cost for 10 m K a@@c@! 22352
Rate per metre ' %a&!&c&d)(10 2325
say #88.00
Note
18.20 Rep*acement of Dama+ed Mi*d Stee* Rai*in+
Unit = ? Taking output = 10
a) a!our
4aour for !ismantlin ol! railin an! !isposal of !ismantle! material3
Mate !ay 031, 15307 23,1 4-12
Ma!oor !ay '300 177307 7032 4-1%
!) Macinery
9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%
c) "#eread car es $ 0.9 on %a&!) 2723,7
d) ContractorBs profit $ 0.1 on %a&!&c) 1131,
Cost for 10 m K a@@c@! 1237'
Rate per metre ' %a&!&c&d)(10 1237
say 130.00
18.21 Repair of Cras 6arrier
Unit = ?unning mete.Taking output = 10 .
a) Manpo,er;
Mate !ay 030' 15307 73'0 4-12
;emoal of ol! e"pansion oint inclu!in rea)in of concrete cuttin of lus an!shiftin of ro)en material etc3
9he rate for the installation of ne e"pansion oints may e ta)en from the chapter
on superstructure3 Bro)en concrete ill hae to e replace! hich has eeninclu!e! in this analysis3
9he rate for the proision of ne railin may e a!opte! from the chapter onsuperstructure3
9he rate for the construction of ne crash arrier may e a!opte! from chapter on9raffic an! 9ransportation3
;epair of concrete crash arrier ith cement concert of M-%0 ra!e y cuttin an!trimmin the !amae! portion to a reular shape cleanin the area to e repaire!thorouhly applyin cement concert after erection of proper form or)3
:t is assume! that !amae is to the e"tent of 10 per cent of the olume ofconcrete 39his ill re*uire 03%0 cum of concrete3
d) "#eread car+es $ 0.1 on %a&!&c) 17137e) ContractorBs profit $ 0.1 on %a&!&c&d) 171317
Cost of 120 cum K a@@c@!@e 21,23%
Rate per cum ' %a&!&c&d&e)(120 103,
Roya*ity $ Rs. 2-.00 per Cum 2'300
Rate per cum say #05.00
9.2 901 /ca#ation in "rdinary Roc3 !y Manua* Means
Unit = cum
Taking output = 1#0 cum
Ref. toMoRT
Spec.
Remar3s(
nput ref.
SU6 7N7?6 %1)
6"caation for roa!ay in soil usin manual meansinclu!in loa!in in truc) for carryin of cut earth toeman)ment site ith all lifts an! lea! upto1000metres3:nclu!in royality ;s3 2'300 per cum ut
e"clu!in the cost of aterin rollin & compaction
n case tere is a situation ,ere te cross?
section is of cut and fi** and cut eart is requiredto !e used in em!an3ment in te immediate#icinityF te item of carria+e in te truc3 sa** !e
omitted.
SU6 7N7
?6 %2)
6"caation for roa!ay in soil usin manual means
inclu!in loa!in in truc) for carryin of cut earth toeman)ment site ith all lifts an! lea! upto1000metres3
SU6 7N7?6
6"caation in or!inary roc) usin manual meansinclu!in loa!in in a truc) an! carryin of e"caate!material to eman)ment site ith in all lifts an! lea!supto 1000 metres #inclu!in royality ;s3 2'300 percum ut e"clu!in aterin rollin & compaction$
:n case there is a situation here the cross-section isof cut an! fill an! cut earth is re*uire! to e use! ineman)ment in the imme!iate icinity the item ofcarriae in the truc) shall e omitte!3
SU6 7N7?6
6"caation in or!inary roc) usin manual meansinclu!in loa!in in a truc) an! carryin of e"caate!material to eman)ment site ith in all lifts an! lea!supto 1000 metres #inclu!in royality ;s3 2'300 percum aterin rollin & compaction - from imme!iate
icinity$
/ca#ation in Soi* usin+ ydrau*ic /ca#ator C5
<0 and Tippers ,it Disposa* upto 1000 metres.
SU6 7N7?6
6"caation for roa!or) in soil ith hy!raulice"caator of 03 cum uc)et capacity inclu!incuttin an! loa!in in tippers trimmin ottom an!si!e slopes in accor!ance ith re*uirements oflines ra!es an! cross sections an! transportin tothe eman)ment location ithin all lifts an! lea! upto1000m #inclu!in royality ;s3 2'300 per cum
aterin rollin & compaction$
y!raulic e"caator 03 cum uc)et capacity ,0 cum per hour
/ca#ation in "rdinary Roc3 usin+ ydrau*ic/ca#ator C5?<0 and Tippers ,it Disposa* upto
1000 metres.
SU6 7N7?6
6"caation for roa!ay in or!inary roc) ithhy!raulic e"caator of 03 cum uc)et capacityinclu!in cuttin an! loa!in in tippers transportinto eman)ment site ithin all lifts an! lea! upto 1000m trimmin ottom an! si!e slopes in accor!ance
ith re*uirements of lines ra!es an! cross sections#inclu!in royality ;s3 2'300 per cum aterinrollin & compaction$
y!raulic 6"caator 030 cum uc)et capacity %, cum per hour
SU6 7N7
?66"caation for roa!ay in marshy soil ith hy!raulice"caator 03 cum uc)et capacity inclu!in cuttinan! loa!in in tippers an! !isposal ith in all lifts an!lea! upto 1000 metres trimmin of ottom an! si!eslopes in accor!ance ith re*uirements of linesra!es an! cross sections #inclu!in royality ;s32'300 per cum aterin rollin & compaction$
y!raulic e"caator 030 cum uc)et capacity 50 cum per hour
Construction of /m!an3ment ,it Materia*o!tained from 6orro,pits
e) ContractorBs profit $ 0.1 on %a&!&c&d) 105'32 M-1
;ate for 100 cum K a@@c@!@e 115731% M-02
Rate per cum ' %a&!&c&d&e)(100 11537
say 116.00
SU6 7N7?6
Construction of eman)ment ith approe! materialotaine! from orro pits ith all lifts an! lea!stransportin to site sprea!in ra!in to re*uire!slope an! compactin to meet re*uirement of tale%00-23
y!raulic 6"caator1 cum uc)et capacity ,0 cum per hour
A!! 10 per cent of cost of carriae to coercost of loa!in an! unloa!in
+mooth heel roller -10 tonnes 70 cum per
hour
Compensation & ;oyality for earth ta)en frompriate lan!
Compensation for earth ill ary from place to placean! ill hae to e assesse! realistically as perparticular roun! situation3 :n case earth is aailalefrom Got3 lan! compensation for earth ill not e
re*uire!3 9he position is re*uire! to e clearly state!in the cost estimate3
Construction of /m!an3ment ,it Materia*Deposited from Road,ay Cuttin+
SU6 7N7?6
Construction of eman)ment ith approe!materials !eposite! at site from roa!ay cuttin an!e"caation from !rain an! foun!ation of otherstructures ra!e! an! compacte! to meetre*uirement of tale %00-23
Cost for ,00 cum K a@@c@!@e %,0703'0Rate per cum ' %a&!&c&d&e)(800 ,0312
say 60.00
:n case the earth cuttin is !one y !oer an!pushe! for fillin in the eman)ment the input of!oer in the cost of eman)ment shall e !elete! asthe same is alrea!y proi!e! in the cost ofe"caation3 oeer if the earth is !umpe! ytippers from roa!ay cuttin the input of !oer forsprea!in is re*uire! to e proi!e!3
SU6 7N7?6
Construction of su-ra!e an! earthen shoul!ers ith approe! material otaine! from orro pits ith a ll lifts & lea!s transportin to site sprea!inra!in to re*uire! slope an! compacte! to meetre*uirement of tale Io3 %00-2
y!raulic e"caator1 cum uc)et capacity
,0 cum per hour
A!! 10 per cent of cost of carriae to coercost of loa!in an! unloa!in
+mooth heel roller -10 tonnes 5, cum perhour
Compensation & ;oyality for earth ta)en from priatelan!
Compactin+ ori+ina* +round supportin+ su!?+rade
SU6 7N7?6
4oosenin of the roun! upto a leel of 500 mmelo the su-ra!e leel atere! ra!e! an!compacte! in layers to meet re*uirement of tale%00-2 for su-ra!e construction3
Case? 4oosenin leelin an! Compactin oriinal roun!supportin eman)ment to facilitate placement offirst layer of eman)ment scarifie! to a !epth of 150mm mi"e! ith ater at >MC an! then compacte!y rollin so as to achiee minimum !ry !ensity asien in 9ale %00-2 for eman)ment construction3
+mooth heel roller -10 tonnes 5, cum perhour
C*ose 4raded remi Surfacin+(Mied Sea*Surfacin+
Mechanical means usin MP of appropriatecapacity not less than 75 tonnes/hour3
Su! ?7na*ysis
for TypeB6K
Proi!in layin an! rollin of close-ra!e! premi"surfacin material of 20 mm thic)ness compose! of
1132 mm to 030 mm #9ype-a$ or 1%32 mm to 030mm #9ype-$ areates usin penetration ra!eitumen to the re*uire! line ra!e an! leel to sereas earin course on a preiously prepare! aseinclu!in mi"in in a suitale plant layin an! rollin
ith a +mooth heele! roller -10 tonne capacityan! finishin to re*uire! leel an! ra!e3
Ma!oor or)in ith MP roa! seeper
paer an! roller
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in
-.<7 %i) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*%a) d) "#eread car+es $ 0.1 on %a&!&c) 2,30'
e) ContractorBs profit $ 0.1 on %a&!&c&d) %2,573'
Cost for %,0 cum K a@@c@!@e %52%73%
Rate per cum ' %a&!&c&d&e)(980 73
say ""8.00
"R
-.<7 %i) Usin+ Scrinin+ Type?7 %19.2mm a++.)
%!) d) "#eread car+es $ 0.1 on %a&!&c) %'0,375e) ContractorBs profit $ 0.1 on %a&!&c&d) %273'%
Cost for %,0 cum K a@@c@!@e '211,137%
+tone crushe! areates 1%32 mm to 030mm 0327 cum per 10 s*m
SU6 7N7?6
Proi!in layin sprea!in an! compactin stoneareates of specific sies to ater oun!maca!am specification inclu!in sprea!in inuniform thic)ness han! pac)in rollin ith %
heele! steel/ iratory roller -10 tonnes in staesto proper ra!e an! camer applyin an! roominre*uisite type of screenin/ in!in Materials to fill upthe interstices of coarse areate aterin an!compactin to the re*uire! !ensity3
Gra!in-: 0 mm to '5 mm 1321cum per 10s*m for compacte! thic)ness of 100 mm
9ype A 1%32 mm for +radin+? 0327 cum per10 s*m
Crushale type such as Moorum or Grael for+radin+? 03%0 cum per 10 s*m
Bin!in Material 030cum per 10 s*m forra!in : material
Brea)in an! crushin of material otaine! yrea)in !amae! cement concrete slas to sierane not e"cee!in 75 mm as specifie! in tale'0037 transportin the areates otaine! fromrea)in of cement concrete slas at a lea! of 4 )m3layin an! compactin the same as su ase/ asecourse constructe! as <BM to clause '0' e"ceptthe use of screenin or in!in Material3
Ma!oor for crushin ro)en cement concretepaement/slas into areate
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coercost of loa!in an! unloa!in
Material aailale from !ismantle! concrete slaafter crushin / rea)in an! only carriae isre*uire! to e proi!e!
13 :t is assume! that !ismantlin of concretesla/paement has een consi!ere! separately3ence same is not a!!e! in this analysis3 >nlylaour for crushin the !ismantle! sla intoareate has een a!!e!3 Carriae from stoc) pileto or) site has een proi!e! ith a lea! of 4 )m3
23 :n case of rea)in of slas is !one locally ithoutinolement of transportation the proision of tipperfront en! loa!er an! loa!in/unloa!in chares maye !elete!3
'5 mm to 223' mm %0 per cent cum 3100 72%300 ,''13%0 M-0%'
223' mm to 23%, mm '0 per cent cum 11300 7'3', '%13%7 M-0%1
23%, mm to 75 micron %0 per cent cum 3100 2%300 212'30 M-022
Cost of ater 4 13000 1,7307 %00732% M-1
d) "#eread car+es $ 0.1 on %a&!&c) 2'0%3'
e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,'13%
Cost for 225 cum K a@@c@!@e 21'1031'
Rate per cum ' %a&!&c&d&e)(22 12531,
say 1#"5.00
Note
12. 1900
Unit = cum
Taking output = 5 cum
a) Materia*
Bric)s :st class each 2500300 '3%% 10213'% M-07
cum 1320 '2'7300 50,3'0 :tem 123, #B$
!) a!our
Mate !ay 03' 15307 3% 4-12
Mason !ay '300 2%'32 %731, 4-11
Ma!oor !ay 300 177307 1'1,35, 4-1%
c) "#eread car+es $ 0.2 on %a&!) '50310
d) ContractorBs profit $ 0.1 on %a&!&c) 225305
Cost for 5 cum K a@@c@! 252'535%
Rate per cum %a&!&c&d)( 50'311
say 504".00
SU6 7N7?6
Proi!in layin sprea!in an! compactin ra!e!stone areate to et mi" maca!am specificationinclu!in premi"in the Material ith ater at >MCin mechanical mi" plant carriae of mi"e! Material ytipper to site layin in uniform layers ith paer insu- ase / ase course on ell prepare! surfacean! compactin ith iratory roller to achiee the!esire! !ensity3
4ea! K1 )m &P&M-0'7
A!! 10 per cent of cost of carriae to coercost of loa!in an! unloa!in
13 9houh iratory roller is re*uire! only for % hoursas per norms the same is re*uire! to e aailale atsite for , hours to match ith other machines3 9heusae rates of iratory roller may e multiplie! itha factor of 03,53
23 As three heele! smooth steel rollers arecommonly in use the same has een proi!e! as analternatie hich can e use! if the thic)ness ofin!ii!ual layer !oes not e"cee! 100 mm3
6ric3 Masonry Hor3 in Cement Mortar 1@2 inAoundation comp*ete ec*udin+ ointin+ and*asterin+F as per Dra,in+ and Tecnica*Specifications.
SU6 7N7?6
Cement mortar 1E2 #;ate as in :tem 123, B su-analysis$