Estimate for construction of Bridge No. 141/2 on NH 37 Ref : Based on Tender RateItem No. Particulars/Description of item UnitRate in Rs.AmountIn Figures123 4 5 A.Bridge No. 141/2Foundation1/12.1! Eca!ation for "tructures "I# $r%enar& 'oilA. (anual meansi# Upto 3m %ept) "*it) %e*atering # +umii#3m to m %ept) "*it) %e*atering # +um2,2,.-2 4.!! 1,45..-iii# A/o0e m %ept) "*it) %e*atering # +um2/12..+um 22!.14 333.!! ,--,.2.243/12..1. R++ 2ra%e ( 35+um 552.5, 4,..!! 25.4-22.4+ase I3Using +oncrete (i4er4/12.4!5 .!.35 4223.!! 3,14!.,.2-5/13.56# R++ 2ra%e (35I# 1ig) 5m to 1!m+um 2,-.. !!4.!! 1,-2!2.1122+ase I 7 Using +oncrete mi4er /13."A#(5 55.4! 42,2.!! 2533,1.2..,/12.4+um 5!1.3 3!-3.!! 1551541.5-5otal 8uantit&Eca!ationfor"tructures"9art)*or:in e4ca0ationoffoun%ationofstructuresasper %ra*ingan%tec)nicalspecification;inclu%ing settingout;constructionofs)ortingan%/racing; remo0alofstumpsan%ot)er%eleteriousmetter; %ressingofsi%esan%/ottoman%/ac:filling*it) appro0e% material. as per ($'R5 +lause No. 3!4Plain/Reinforce%cementconcreteinopen foun%ationcompleteasper%ra*ingan%tac)nical specification "A# P++ 2ra%e (15$pen Foun%ation Plain/Reinforce%cementconcreteinopen foun%ationcompleteasper%ra*ingan%tac)nical specification 'uppl&ing;fittingan%placingun3coate%5(5+R' "Fe35!!# /ar reinforcment in foun%ation complete as per %ra*ing an% tec)nical specification Plain/Reinforce%cementconcretein'u/3'tructure complete as per %ra*ing an% tac)nical specification n$.15!!;1,!!;emec)anicall&mi4e%; placce%infoun%ationan%compecte%/&0i/ration inclu%ing curing for 14 %a&s#Item No. Particulars/Description of item UnitRate in Rs.AmountIn Figures123 4 5 5otal 8uantit&./14.1 "?#For so)id s)a* "u+er "tructure 1# 1ig)t upto 5m2# 1ig)t 5m to 1!m+um 3,1..! 3-,.!! 23,.4!4.!3# 1ig)t a/o0e 1!m 9. R++ 2ra%e (34! "for +ras) ?arrier#+ase I7 Using concrete (i4erFor T&*eam , s)a*- 2# 1ig)t 5m to 1!m+um 22.2 ,!14.!! 15.31.43-/14.2 "a#5 34.2. 4.2-2.!! 15554.341!/ana'6m 4-3.5! 3,4.!! 1.45-.!!11/14.1.Rm 4.5! .,.!! 55-21.5!Rm 4.5! 243.!! 15,3.5!Rm 4.5! 22!.!! 141-!.!!Rm 4.5! -.!! 5.!.5!Furnis)ingan%placingReinforce%/Prestresse% cementconcreteinsuperstructureasper%ra*ing an%tec)nicalspecificationinclu%ingpro0i%ing plasticiser"(asterplastP=31#;airentrainingan% *aterre%ucingplasticiser"(asterplastPA9# conformingtoI'3-1!331---an%asper specification an% %irection of 9ngineer in c)arge.?. R++ 2ra%e (325+ase I 7 Using concrete mi4er "a# 'uppl&ing; fitting an% placing 5(5 +R' "Fe35!!# /arreinforcmentin'uper3structureinclu%ing splicingcompleteasper%ra*ingan%tec)nical specification "a# 5A5A/'AI=?ituminous*earingcoat73Pro0i%ing?ituminous *earingcoursecomprisingoftac:coat*it) /itumenemulsionasper AP@D'$RitemNo.5.2 $$ *e)o2 Raft:3-..!J12.-J!.1K '1.342 $um"!.5L1.!#/2J1.,J3-..K '(.74' $um"!.5L1.3#/2J2.15J3-..K /3.43(7' $um1.3J!.3J3-..K 1'.'22 $um1.J!.3J3-..K 18.1(4 $um22(.144 $um3. R$$ in foundation: # & 3'$ut off 2a))2J3-..J!.25J1.5K 28./' $um2J12.4J!.25J1.5K 8.3 $umRaft ")a*3-..J12.-J1.!K '13.42 $um''2.'7 $um4. Reinforcement in Foundation %T#T $R" /(.(( Nos21. "ign *oard2J1.2J1..K 4.32 "=m2J1.3J!.5K 1.08 "=m22. Bou)der A++ron3J!.45J3-.3!K '3.('' $um5J!.45J3-.3!K //.42' $um3.5J!.45J3-.3!K 01./87' $um2(3.3/ $um23. $oncrete for $ras3 Barrier 2J!.24!J4,K 22.02 $um24. Hand Rai) for $ras3 Barrier 2J4,K 84 Rm94ecuti0e 9ngineer; P@D2u*a)ati N1 Di0ision; 2u*a)ati