Estimate for construction of Bridge No. 142/1 on NH 37 Ref : Based on Tender RateItem No. Particulars/Description of item UnitRate in Rs.In Figures1 2 3 4 5A.Bridge No. 142/1Foundation1/12.10Eca!ation for "tructures I! "r#enar$ %oil&. 'anual meansi! Upto 3m #ept( )it( #e)atering ! *umii!3m to +m #ept( )it( #e)atering ! *um5+,.+2 +4.00iii! &-o.e +m #ept( )it( #e)atering ! *um#i$e Foundation2/12.3/*um 2+.24 4001,.003/12.3,*um 2/1./2 40121.00%ase & : 'sing %oncrete mier 4/12.25'etre50+.00 1002,3.005/12.40'2 +5.+1 4+0223.00+/12.31'2 1001/.00 214.002otal 3uantit$Eca!ationfor"tructures4art()or5in e6ca.ationoffoun#ationofstructuresasper #ra)ingan#tec(nicalspecification0inclu#ing settingout0constructionofs(ortingan#-racing0 remo.alofstumpsan#ot(er#eleteriousmetter0 #ressingofsi#esan#-ottoman#-ac5filling)it( appro.e# material. as per '"%R2 *lause No. 304(e!e$$ingcourseforpilecapasper#ra)ingan# tac(nical specification '"R27 no. 110008 1100 %ement concrete for Reinforce# concrete in pile cap complete as per #ra)ing an# tec(nical specifications of '"R27 *louse No. 110001+00 8 1100 as per specification an# #irection of engineer in c(arge.#i$e %a)I! R** *+3, gra#e9ore#cast:in:situ'35;ra#eR**pilee6clu#ing reinforcementcompleteasper#ra)ingan# tec(nicalspecificationcl.No.110081100an# remo.alofe6ca.ate#eart()it(allliftsan#lea# upto1000m.asperspecificationan##irectionof engineer in c(arge.Pile Dia< 12--mm!a!%uppl$ing0fittingan#placingun:coate#2'2 *R%Fe:500!-arreinforcmentinfoun#ation complete as per #ra)ing an# tec(nical specification of '"R27 section no 1+00 #i$e$oadtestonsingle.erticalpileinaccor#ience )it(I%=21/part:I>!asperan#tec(nical specification of '"R27 section no 1100.a! Initial an# Routine loa# testItem No. Particulars/Description of item UnitRate in Rs.In Figures1 2 3 4 52otal 3uantit$"u. "tructure1/13.57! R** ;ra#e '35 I! 7ig( upto 5.0 m *ase I = Using *oncrete mi6er II! 7ig( upto 10m *ase I = Using concrete mi6er *um 15/.0+ +0004.00,/13.+&!'2 31.10 4+0212.00//13.14*m. 2150040.00 1.00%uperstructure9. R** ;ra#e ':25*ase = I Using *oncrete mi6er For 2 9eam an# %la-02! 7ig(t a-o.e 10.0m*um 2,3.10 +0+43.00For T Beam and "$a./*om 14.14 10014.002! 7ig(t upto 5.0m to 10.0m11/14.2 a!'2 4,.0/ 4,02/2.0012/&na%?m 421.14 314.00Plain/Reinforce#cementconcretein%u-:%tructure completeasper#ra)ingan#tac(nical specificationsplasticiser'asterplastP@:1!/ e?u.alent0airentrainingan#)aterre#ucing plasticiser 'asterplast P&4!/e?u.alentconforming toI%:/103:1///an#asperspecificationan# #irection of 4ngineer in c(arge. %uppl$ing0fittingan#placingun:coate#T*T%R" 0Fe+,--! -ar reinforcment in su-:structure complete as per #ra)ing an# tec(nical specification %uppl$ing0fittingan#fi6inginpositiontruetoline an#le.elelastomeric-earingconformingtoIR*= ,3pt:III!sectionIAan#clause2005of'o7R2 specificationscompleteinclu#ingallaccessories asper#ra)ingan#tec(nicalspecificationasper '"R27 section 200002200.10/14.1 Furnis(ingan#placingReinforce#/Prestresse# cementconcreteinsuperstructureasper#ra)ing an#tec(nicalspecificationBcl.no.150001+008 1100 inclu#ing pro.i#ing plasticiser 'asterplast P@:1!0airentrainingan#)aterre#ucingplasticiser 'asterplastP&4!*onformingtoI%:/103:1///as per specification an# #irection of 4ngineer in c(arge 4. R** ;ra#e ':40 for cras( 9arrier!*ase I = Using concrete mi6er a! %uppl$ing0 fitting an# placing 2'2 *R% Fe:500! -arreinforcmentin%uper:structureinclu#ing splicingcompleteasper#ra)ingan#tec(nical specification a! 2&2&/%&I@9ituminous)earingcoat=:Pro.i#ing9ituminous )earingcoursecomprisingoftac5coat)it( -itumenemulsionasper &PCD%"RitemNo.5.2 8'"%R287specificationno.503D+mmt(ic5 mastic &sp(alt as per &PCD %"R I24' N". 14.5 8 '"%R287 specification no. 51582102 an# 2 la$ers of 25mm t(ic5 &sp(altic concrete consisting of close gra#e#premi6surfacing*;P%!materials)it( t$pe:a aggregates as per &PCD %"R item no. 5.11 8'"%R287specificationno.5120inclu#ingall lea# 8 lift complete as #irecte#.Item No. Particulars/Description of item UnitRate in Rs.In Figures1 2 3 4 52otal 3uantit$13/14.22metre 2/.+0 100141.0014/14.+Rm +2.4, 10211.0015/14./Nos ,.00 50,,,.001+/13./*um 110.40 ,1/.0011/14.10*um 25.5+ 401+/.001,/13.,Nos 3+.00 ,2.001//14.11*um 12.1, ,003+.0020/14.1+%?m 141./4 2+.00Pro.i#ingan#la$ingofa"tri)"ea$E)ansion 1ointcateringtoma6imum(oriEontalmo.ement upto 10mm0 complete as per appro.e# #ra)ing an# tec(nicalspecificationsclauseNo2+01to-e installe#-$t(emanufacturer/supplierort(eir aut(orise#representati.eensuringcomplianceto t(e manufacturers inrtructions for installation*onstruction of pre cast R%% rai$$ing of '30 gra#e0 aggregatesiEenote6cee#ing12mm0truelinean# gra#e0 tolerance of .ertical R** post not to e6cee# 1in500centertocenterspacing-et)een.ertical postnottoe6cee#2000mmlea.inga#e?uate space-et)een.erticalpostfore6pansion0 *ompleteasper#ra)ingan#tec(nical specificationsclausesofsection21030150001+00 81100of'o%R287specificationofRoa#san# 9ri#ge Cor5s for superstructure )or5s.Pro.i#ing2rainage")outscompleteasper #ra)ingan#tec(nicalspecificationsclauses2105 of '"R27 specification of Roa#s an# 9ri#ge Cor5s for superstructure )or5s.Bac3Fi$$ing-e(in#a-utment0)ing)allan#retirn )allcomplete as per #ra)ing an# clauseno 2+01 of 'o%R287 %pecification &! ;ranular 'aterialPcc'15;ra#e$e!e$ingcourse-elo)approc( sla-completeinclu#ingallaccessoriesasper #ra)ingan#tec(nicalspecificationsasper '"%R27 section 2100Pro.i#ing4ee)5o$esin-ric5 masorn$/plain/Reinforce#concretea-utment0)ing )all/return)all)it(100m#ia&*pipe0e6ten#ing t(roug(t(efull)i#t(oft(estructure)it(slopeof 1>=207to)ar#s#rra)ingforce0completeasper appro.e# #ra)ing an# tec(nical specification clause 210+ 8 2200 of '"R27 %pecification.R**a))roc5s$a.inclu#ingreinforcementan# form)or5completeasper#ra)ingan#tec(nical specificationsclauses150001+000110082104of '"R27specificationofRoa#san#9ri#geCor5s for superstructure )or5s.Painting on *oncrete surface Pro.ing an# appl$ing 2 coats of )ater -ase# cement paint to unplastere# concretesurfaceaftercleaningt(esurfaceof#irt0 #ust0oil0grease0enfflorescencean#appl$ingpaint F of 1 liter for 2 s?.m.!Item No. Particulars/Description of item UnitRate in Rs.In Figures1 2 3 4 52otal 3uantit$2+/&nna Rm +1.2, 10341.00Tota$ 6 Rs."a7 Rs.46ecuti.e 4ngineer0 PCD;u)a(ati N7 Di.ision0 ;u)a(atiHand Rai$Pro.i#ingan#fi6ing(an#railo.ert(ecras(-arrier consisting of '% -ase plate0 em-e#e# fastener an# nuts0 '%.erticalplatesan#pipeetc.ass(o)nint(e#ra)ing an#asperspecifications0&llt(erailingcomponentsas mantione#a-o.eto-e(ot#ipgal.anis(e#)it(aEinc coatingofatleast115gm/s?mt(et(ic5nesst(eplatesto -eas s(o)nint(e#ra)ings an#pipe to-e +5N9(ea.$ class)it(a)eig(tnotlesst(an1.2/Gg/man# conforming to I%= 11+1:1/1/. Item to inclu#e all inci#ental )or5sre?uire#tocompletet(e)or5as#irecte#-$t(e 4ngineer:in:c(arge.'anagements(all-ema#efort(e lengt( of t(e pipe onl$Estimate for construction of Bridge No. 142/1 on NH 37 Ref : Based on Tender Rate&mount+Bridge No. 142/1Foundation3+03/1.+,105044,.3/1031/0/24.155020301/,.00300320,02.2421/020+.00&mount+/540/+/.5,1014402,0.312150040.0010,,00+33.301030414.1/203220145./31510130.1+&mount+3000113.+01/0412.0,410104.005,10,11.+010+055/.+420/52.001020100.0,30,4+.34&mount+,20544.1+18/722/298.9818/722/29946ecuti.e 4ngineer0 PCD;u)a(ati N7 Di.ision0 ;u)a(atiA.sract :f %ost Name of ;or3: Estimate for construction of 'nder)ass on