ROAD DSR 14-15

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Name nW {d^mJ Year 2014-2015

PMC PUNE

Chapter Name gd© àH$maMr ImoXmB© d dmhVyH$ BË`mXrRate In (Rs)

UnitItem Description Rate

_mVr _wé_ ImoXmB©- Oéa Ë`m Imobrn`ªV d Amdí`H$ Ë`m MT> CVmamÀ`m à_mUmVH$moUË`mhr àH$maMr _mVr-_wé_, H${R>U _wé_, H$moUË`mhr àH$maÀ`m A§VJ©V añË`mMmn¥ð>^mJ A§VJ©V S>m§~ar añVo, AmoQ>o `m_Üò ~m§YH$m_ VmoS>Uo,Amdí`H$Voà_mUo ImoXmB©T>mgiy Zò `mH$[aVm dmgo d \$ù`m§Mm AmYma XoUo, emoA[a¨J, ñQ´>qQ>J H$aUo, ImoXmB©Vrb~mOy Oéa Ë`m {R>H$mUr âUo, {ebH$sMo _Q>o[a`b ( ImoXmB©Vrb ) 200 {_Q>a {ÌÁòÀ`mA§Vamn`ªV H$m_mMo n[agamV dmhÿZ ZoUo, ngaUo, nmUr _maUo, Yw_gUo, H$R>S>o, ~m§~y,dmgo, Xmoa, Vm§~S>o H§$Xrb `m§À`m ghmæ`mZo IÈ>o g§a{jV H$aUo, {ZemU \ bH$ bmdUo,ImoXmB©_Üò bmJboë`m _bdm{hÝ`m, nmÊ`mMo nmB©ßg, Ho$~ëg B.Zm.BOm Z hmoB©b AemàH$maMo AmYma XoUo, BË`mXr nyU© (ñno.H«$.Ama.S>r.2)

nW-^mJ 1-1

K._r.1 _r.Imobrn`ªV77773 nW-^mJ 1-1-1 151.00

K._r.1 Vo 2 _r. Imobrn`ªV77774 nW-^mJ 1-1-2 169.00




K._r.5 _r. nwT>rb ImobrgmR>r àVr K._r.dmT>77778 nW-^mJ 1-1-6 36.00

Za_ IS>H$ ImoXmB© - Oéa Ë`m Imobrn`ªV d Amdí`H$ Ë`m MT> CVmamÀ`m à_mUmV \ŠV Za_ IS>H$m_Üò ImoXmB© H$aUo. Amdí`H$Vo à_mUo ImoXmB© T>mgiy Zò `mH$[aVm dmgod \$ù`m§Mm AmYma XoUo, emoA[a¨J, ñQ´>qQ>J H$aUo, ImoXmB©Vrb ~mOy Oéa Ë`m {R>H$mUrâUo, {ebH$sMo _Q>o[a`b (ImoXmB©Vrb ) 200 _rQ>a {ÌÁòÀ`m A§Vamn`ªV H$m_mMon[agamV dmhÿZ ZoUo, ngaUo, nmUr _maUo, Yw_gUo, H$R>S>o, ~m§~y, dmgo, Xmoa, Vm§~S>oH§$Xrb `m§À`m ghmæ`mZo IÈ>o g§a{jV H$aUo, {ZemUr \ bH$ bmdUo, ImoXmB©_ÜòbmJboë`m _bdm{hÝ`m, nmÊ`mMo nmB©ßg, Ho$~ëg B.Zm.BOm Z hmoB©b Aem àH$maMoAmYma XoUo, B.nyU© (ñno.H«$.Ama.S>r.5){Qn: ImoXmB© dJ©dmar _m. H$m`©H$mar Ap^`§Vm Ëæmm§Mm {ZU©` A{V_ amhrb d VmooRoHoXmada d§YZHmaH am{hc.

nW-^mJ 1-2

PMCRate Card Effective Date 01/04/2014

nW {d^mJ - 2014-2015 - 01/04/2014 -nW-^mJ 1

06/05/14 2:00Page 1 of 65

Rate In (Rs)


bmJboë`m _bdm{hÝ`m, nmÊ`mMo nmB©ßg, Ho$~ëg B.Zm.BOm Z hmoB©b Aem àH$maMoAmYma XoUo, B.nyU© (ñno.H«$.Ama.S>r.5){Qn: ImoXmB© dJ©dmar _m. H$m`©H$mar Ap^`§Vm Ëæmm§Mm {ZU©` A{V_ amhrb d VmooRoHoXmada d§YZHmaH am{hc.

K._r.1 _r. Imobrn`ªV77779 nW-^mJ 1-2-1 235.00

K._r.1.0 Vo 2.0 _r. Imobrn`ªV77780 nW-^mJ 1-2-2 241.00

K._r.2.0 Vo 3.0 Imobrn`ªV77781 nW-^mJ 1-2-3 251.00

K._r.3.0 Vo 4.0 _r. Imobrn`ªV77782 nW-^mJ 1-2-4 283.00


H$R>rU IS>H$ ImoXmB© -gwé§J Z bmdVm \ ŠV KU d {N>ÞrÀ`m ghmæ`mZo AWdmH$m±àogaMo ghmæ`mZo ~o«H$a dmnéZ H$R>rU IS>H$mV H$moUË`mhr Imobrn`ªV ImoXmB© H$aUo.Amdí`H$Voà_mUo ImoXmB© T>mgiy Zò `mH$[aVm dmgo d $\$ù`m§Mm AmYma XoUo, emoA[a¨J,ñQ´>qQ>J H$aUo, ImoXmB©Vrb ~mOy Oéa Ë`m {R>H$mUr âUo, {ebH$sMo _Q>o[a`b(ImoXmB©Vrb) 200 {_Q>a {ÌÁòÀ`m A§Vamn`ªV H$m_mMo n[agamV dmhÿZ ZoUo, ngaUo,nmUr _maUo, Yw_gUo, H$R>S>o, ~m§~y, dmgo, Xmoa, Vm§~S>o H§$Xrb `m§À`m ghmæ`mZo IÈ>og§a{jV H$aUo, {ZemU \ bH$ bmdUo, ImoXmB©_Üò bmJboë`m _bdm{hÝ`m, nmÊ`mMonmB©ßg, Ho$~ëg B.ZmBOm Z hmoB©b Aem àH$maMo AmYma XoUo, BË`mXr `m_ÜòdmhVwH$sÀ`m IMm©Mm AmH$ma ImoXmB©À`m Xam_Üò g_m{dï> Ho$bobm Zmhr.{Qn: ImoXmB© dJ©dmar _m. H$m`©H$mar Ap^`§Vm Ëæmm§Mm {ZU©` A{V_ amhrb d Vmoo RoHoXmada d§YZHmaH am{hc. ñno.H«$.Ama.S>r.7)

nW-^mJ 1-3

K._r.1 _r.Imobrn`ªV77784 nW-^mJ 1-3-1 608.00





gwé§J bmdyZ H$R>rU IS>H$mV ImoXmB© H$aUo- IS>H$ ImoXmB©gmR>r _mÝ` gwé§J àH$madmnéZ H§$Q´>moëS> ãbmpñQ>¨J nÜXVrZo ({Z`§{ÌV[aË`m) IS>H$ \ moSy>Z IS>H$mV 3 _r.Imobrn`ªV ImoXmB© H$aUo, `mgmR>r Amdí`H$ Vo emgH$s` d nmo{bg nadmZo{_i{dUo,gwa{jVVoMo gd© Cnm` {Z`_m§Zwgma H$aUo `m_Üò P|S>o bmdUo, {eQ>çm dmOdUo,nhmaoR>odUo, ZmJar Or{dV {dËVmMr hmZr hmoUma Zmhr `m~m~V gd© Cnm` `moOUo. B.gd© ~m~tMm g_mdoe AgyZ, Amdí`H$Voà_mUo ImoXmB© T>mgiy Zò `mH$[aVm dmgo d\$ù`m§Mm AmYma XoUo, emoA[a¨J, ñQ´>qQ>J H$aUo, ImoXmB©Vrb ~mOy Oéa Ë`m {R>H$mUrâUo, {ebH$sMo _Q>o[a`b ( ImoXmB©Vrb ) 200 {_Q>a {ÌÁòÀ`m A§Vamn`ªV H$m_mMon[agamV dmhÿZ ZoUo, ngaUo, nmUr _maUo, Yw_gUo, H$R>S>o, ~m§~y, dmgo, Xmoa, Vm§~S>oH§$Xrb `m§À`m ghmæ`mZo IÈ>o g§a{jV H$aUo, {ZemU \ bH$ bmdUo, mB©_Üò bmJboë`m_bdm{hÝ`m, nmÊ`mMo nmB©ßg, Ho$~ëg B.Zm.BOm Z hmoB©b Aem àH$maMoAmYma XoUo,BË`mXr (ñno.H«$.Ama.S>r.6)

nW-^mJ 1-4


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Rate In (Rs)


dmnéZ H§$Q´>moëS> ãbmpñQ>¨J nÜXVrZo ({Z`§{ÌV[aË`m) IS>H$ \ moSy>Z IS>H$mV 3 _r.Imobrn`ªV ImoXmB© H$aUo, `mgmR>r Amdí`H$ Vo emgH$s` d nmo{bg nadmZo{_i{dUo,gwa{jVVoMo gd© Cnm` {Z`_m§Zwgma H$aUo `m_Üò P|S>o bmdUo, {eQ>çm dmOdUo,nhmaoR>odUo, ZmJar Or{dV {dËVmMr hmZr hmoUma Zmhr `m~m~V gd© Cnm` `moOUo. B.gd© ~m~tMm g_mdoe AgyZ, Amdí`H$Voà_mUo ImoXmB© T>mgiy Zò `mH$[aVm dmgo d\$ù`m§Mm AmYma XoUo, emoA[a¨J, ñQ´>qQ>J H$aUo, ImoXmB©Vrb ~mOy Oéa Ë`m {R>H$mUrâUo, {ebH$sMo _Q>o[a`b ( ImoXmB©Vrb ) 200 {_Q>a {ÌÁòÀ`m A§Vamn`ªV H$m_mMon[agamV dmhÿZ ZoUo, ngaUo, nmUr _maUo, Yw_gUo, H$R>S>o, ~m§~y, dmgo, Xmoa, Vm§~S>oH§$Xrb `m§À`m ghmæ`mZo IÈ>o g§a{jV H$aUo, {ZemU \ bH$ bmdUo, mB©_Üò bmJboë`m_bdm{hÝ`m, nmÊ`mMo nmB©ßg, Ho$~ëg B.Zm.BOm Z hmoB©b Aem àH$maMoAmYma XoUo,BË`mXr (ñno.H«$.Ama.S>r.6)

K._r.gwé§J bmdyZ H$R>rU IS>H$mV ImoXmB© H$aUo -3 _r. Imobrn`ªV77789 nW-^mJ 1-4-1 268.00

gwé§J bmdyZ H$R>rU IS>H$mV ImoXmB© H$aUo- ImoXmB©gmR>r _mÝ` gwé§J àH$ma dmnéZH§$Q´>moëS> ãbmpñQ>¨J nÜXVrZo ({Z`§{ÌV[aË`m) IS>H$ \ moSy>Z IS>H$mV 3 _r. ImobrnwT>rcImoXmB© H$aUo, `mgmR>r Amdí`H$ Vo emgH$s` d nmo{bg nadmZo {_i{dUo, gwa{jVVoMogd© Cnm` `_m§Zwgma H$aUo `m_Üò P|S>o bmdUo, {eQ>çm dmOdUo, nhmao R>odUo, ZmJarOr{dV {dËVmMr hmZr hmoUma Zmhr `m~m~V gd© Cnm` `moOUo. B. gd© ~m~tMm g_mdoeAgyZ, Amdí`H$Vo à_mUo ImoXmB© T>mgiy Zò `mH$[aVm dmgo d \$ù`m§Mm AmYma XoUo,emoA[a¨J, ñQ´>qQ>J H$aUo, ImoXmB©Vrb ~mOy Oéa Ë`m {R>H$mUr âUo, {ebH$sMo _Q>o[a`b(ImoXmB©Vrb) 200 {_Q>a {ÌÁòÀ`m A§Vamn`ªV H$m_mMo n[agamV dmhÿZ ZoUo,ngaUo, nmUr _maUo, Yw_gUo,H$R>S>o, ~m§~y, dmgo, Xmoa, Vm§~S>o H§$Xrb `m§À`m ghmæ`mZoIÈ>o g§a{jV H$aUo, {ZemU \bH$ bmdUo,ImoXmB©_Üò bmJboë`m _bdm{hÝ`m,nmÊ`mMonmB©ßg,Ho$~ëg B.Zm.BOm Z hmoB©b Aem àH$maMoAmYma XoUo, BË`mXr(ñno.H«$.Ama.S>r.6)

nW-^mJ 1-5

K._r.gwé§J bmdyZ H$R>rU IS>H$mV ImoXmB© H$aUo -3 _r. ImobrnwT>o77790 nW-^mJ 1-5-1 65.00

n§nmZo nmUr CngUo -ZXr d Zmë`mMo nmÌmVrb qH$dm ZXr dm Zmë`mMo H$S>oZo Ho$boë`mImoXmB©Vrb nmUr n§nmZo CngUo, BË`mXr Amdí`H$ VoWo ~m§Y KmbUo, nmÊ`mg _mJ© H$éZXoUo B.g{hV nyU©.(nmUr CngÊ`mgmR>r bmdboë`m n§nmÀ`m dmnamMo a{OñQ´>a R>odUoAmdí`H$ Amho.)(ñno.H«$.~r.Ama.4)

nW-^mJ 1-6


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h°mg©nm°daà[V Vmg

ZXr d Zmë`mMo nmÌmVrb qH$dm ZXr dm Zmë`mMo H$S>oZo Ho$boë`m ImoXmB©Vrb nmUr n§nmZoCngUo

77791 nW-^mJ 1-6-1 33.00

ImoXmB©VyZ {ZKmcocr _mVr, _wé_ BË`mXr dmhVyH$ H$aUo.- ImoXmB©Vrb {ZKmbobmCn`wŠV _wé_, IS>H$ Am{U OwZo ~m§YH$m_ nmS>ë`m_wio {ZKmbobm OmXm _mb, S>~a,{dQ>m, gbmoh H$m±H«$rQ>, bmoI§S>r aoqbJ, H${~§©J ñQ>moÝg, gd© àH$maMo bmoI§S>r nmB©ßg,M°Zoëg B. gm_mZ gd© àH$maMm _mb EH$m Q´>H$_Üò {H$_mZ 5 K._r.qH$dm Q´>H$ModmhVyH$sÀ`m {b{IV j_VoEdT>m âUo d Ë`mMr _.Z.nm.À`m H$moUË`mhr H$moR>rn`ªV dm_ZnmÀ`m hÔrVrb H$moUË`mhr H$m_mÀ`m OmJoda dmhVyH$ H$aUo, _mb CVadUo dngadUo d gwM{dboë`m à_mUo T>rJ bmdUo, Amdí`H$ Agë`mg gwMZoà_mUo dOZH$aUo B. nyU© (ñno.H«$.Ama.S>r.18)

nW-^mJ 1-7

Q—H bmoSImoXmB©Vrb {ZKmbobm Cn`wŠV _wé_, IS>H$ Am{U OwZo ~m§YH$m_ dmhVyH$ H$aUo-_.Z.nm.À`m H$moUË`mhr H$moR>rn`ªV

77792 nW-^mJ 1-7-1 871.00

ImoXmB©Vrb {ZKmbobm Cn`wŠV _wé_, IS>H$ Am{U OwZo ~m§YH$m_ nmS>ë`m_wio {ZKmbobmOmXm _mb, S>~a, {dQ>m, gbmoh H$m±H«$rQ>, bmoI§S>r aoqbJ, H${~§©JñQ>moÝg,nÌJ XadmOo [ISH`m [J«b Vxi`m gd© àH$maMo bmoI§S>rnmB©ßg,bmHSr gm_Z \aer Amaµgrµgrd bmoI§Sr nmB©n M°Zoëg B. gm_mZ gd© àH$maMm_mb EH$m Q´>H$_Üò {H$_mZ 5 K._r.qH$dm Q´>H$Mo dmhVyH$sÀ`m {b{IV j_VoEdT>m âUod Ë`mMr _.Z.nm.À`m H$moUË`mhr H$moR>rn`ªV dm _ZnmÀ`m hÔrVrb H$moUË`mhrH$m_mÀ`m OmJoda dmhVyH$ H$aUo, _mb CVadUo d ngadUo d gwM{dboë`m à_mUo Tr>JbmdUo, Amdí`H$ Agë`mg gwMZoà_mUo dOZ H$aUo B. nyU© (ñno.H«$.Ama.S>r.18nm.H«$.197)

nW-^mJ 1-8

K._r.ImoXmB©VyZ {ZKmcocr _mVr, _wé_ BË`mXr dmhVyH$ H$aUo77793 nW-^mJ 1-8-1 174.00

300 {_.{_. OmS>rn`ªV \ ŠV S>m§~ar añË`mMm n¥ð>^mJ ImoXUo d ImoXmB©Vrb _mbOmJoda dmhVyH$sg AS>Wim Z hmoB©b Aem [aVrZo gwMZoà_mUo H$m_mMo {R>H$mUr T>r>JbmdyZ R>odUo B. nyU©. E_.Amo.Eg.Q>r.(202)(2.5) (ñno.H«$._m°W©.202)

nW-^mJ 1-9

K._r.\ ŠV S>m§~ar añË`mMm n¥ð>^mJ ImoXUo- 300 {_.{_.77794 nW-^mJ 1-9-1 252.00

\ ŠV {dZmbmoh {g_§oQ> H$m±H«$rQ> \ moS>Uo d \ moS>ë`mZ§Va _mbmMm dmhVyH$sg AS>Wim ZhmoBb Aem [aVrZo gwMZoà_mUo H$m_mMo {R>H$mUr Tr>J bmdyZ R>odUo B.nyU©.(ñno.H«$._m°W©.202)

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Rate In (Rs)


_m°W©.202)

K._r.\ ŠV {dZmbmoh {g_§oQ> H$m±H«$rQ> \ moS>Uo.77795 nW-^mJ 1-10-1 353.00

\ ŠV gbmoh H$m±H«$sQ> VmoS>Uo d Ë`mVrb bmoI§S>r gù`m gwMZoà_mUo VmoSy>Z gmoS>dUo ddarb gd©_mbmMm H$m_mMo {R>H$mUr dmhVyH$sg AS>Wim Z hmoB©b Aem [aVrZo Tr>JbmdyZ R>odUo.(ñno.H«$._m°W©.202)

nW-^mJ 1-11

K._r.\ ŠV gbmoh H$m±H«$sQ> VmoS>Uo.77796 nW-^mJ 1-11-1 450.00

OwZo XJS>r AWdm drQ> ~m§YH$m_ VmoS>Uo d VmoS>ë`mZ§Va {Xboë`m gwMZoà_mUo T>rJ bmdUo.(ñno.H«$._m°W©.202 )

nW-^mJ 1-12

K._r.OwZo XJS>r AWdm drQ> ~m§YH$m_ VmoS>Uo d VmoS>ë`mZ§Va {Xboë`m77797 nW-^mJ 1-12-1 319.00

g_nmVir òÊ`mgmR>r Amdí`H$Vo à_mUo 20 g|._r. n`©V ImoXmB© H$aUo, ImoXbobm _mbImM Ii½`mV AWdm gyMZm Ho$ë`mà_mUo âUo,ngaUo.(ñno.H«$.Ama.S>r.11)

nW-^mJ 1-13

K._r.g_nmVir òÊ`mgmR>r Amdí`H$Vo à_mUo 20 g|._r. n`©V ImoXmB© H$aUo.77798 nW-^mJ 1-13-1 17.00

ZdrZ V`ma Ho$boë`m _¡XmZmda,n¥ð>^mJmda 8 Vo 10 Q>ZmMm `m§{ÌH$ OS>éi(amoba)AmUyZ[\a{dUo,nmUr _maUo,d boìhqbJ H$aUo, BË`mXrgh nyU©.(ñno.H«$.Ama.S>r.38)

nW-^mJ 1-14

n«[V Mm¡.[_.

ZdrZ V`ma Ho$boë`m _¡XmZmda, n¥ð>^mJmda 8 Vo 10 Q>ZmMm `m§{ÌH$ OS>éi AmUyZ{\$adUo.

77799 nW-^mJ 1-14-1 5.00

Z{dZ añË`mMo H$m_ gwé H$aUonydu gìh} H$aUo - Z{dZ añË`mMo H$m_ gwé H$aUonyduApñVËdmH$S>rb añË`mMo Eb goŠeZ àËòH$s 10 _rQ>a MoZoOà_mUo H$mT>Uo. `mgmR>rAm°Q>mo boìhb dmnéZ ImoXmB©nydu J«mD$§S> boìhb gmR>rgìh}jU H$aUo, ImoXmB© nyU© Pmë`mZ§Va d Ë`mda _wé_ âmB© Ho$ë`mZ§Va Aem boìhëgKoD$Z, AmboI nona da Eb goŠeZ H$mT>Uo VgoM añË`mÀ`m é§XrgmR>r Amdí`H$VoZwgma(2 _rQ>a Vo 5 _rQ>a A§Vamda ) d bm§~rÀ`m Xa 10 _rQ>a da H«$m°g goŠeZ darbboìhbgmR>r H$mT>Uo. AmboI H$mT>Uo. B§{O. BZ MmO© `m§À`m gwMZoZwgma gd© S´>m°Bª½O§,[\ëS> ~wH$ B. ImË`mg gmXa H$aUo.

nW-^mJ 1-15

[H . _r.Z{dZ añË`mMo H$m_ gwé H$aUonydu gìh} H$aUo.77800 nW-^mJ 1-15-1 6,000.00

ßboZ Q>o~b gìh}jU H$aUo - ImË`mÀ`m Amdí`H$VoZwgma Q>moQ>c ñQ>oeZ `w{ZQ> dmnéZßboZ Q>o~b gìho© H$aUo, `mV H$m_mMoOmJoda ApñVËdmVrb AgUmè`m gd© ñWmda ~m~rCXm. añVo, nyb, H§$nm§D§$S> q^Vr, XoD$i, {dhra, Bbo.bmBZ, S´>oZoO bmBZ, \y Q>nmW, Q>o{b\ moZ bmB©Ýg, _moR>r PmS>o B. XmIdyZ, Ë`mMm ZH$mem V`ma H$éZ, Ë`mda Ss.nr.bmB©Z AmIyZ Ë`mÀ`m VrZ A_mo{Z`m àVr V`ma H$éZ, _yi Q´>oqgJgh nwa{dUo B. nyU©gd© bo~a MmO}g gh

nW-^mJ 1-16


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Rate In (Rs)


ßboZ Q>o~b gìho© H$aUo, `mV H$m_mMoOmJoda ApñVËdmVrb AgUmè`m gd© ñWmda ~m~rCXm. añVo, nyb, H§$nm§D§$S> q^Vr, XoD$i, {dhra, Bbo.bmBZ, S´>oZoO bmBZ, \y Q>nmW, Q>o{b\ moZ bmB©Ýg, _moR>r PmS>o B. XmIdyZ, Ë`mMm ZH$mem V`ma H$éZ, Ë`mda Ss.nr.bmB©Z AmIyZ Ë`mÀ`m VrZ A_mo{Z`m àVr V`ma H$éZ, _yi Q´>oqgJgh nwa{dUo B. nyU©gd© bo~a MmO}g gh

[H . _r.ßboZ Q>o~b gìh}jU H$aUo - ImË`mÀ`m Amdí`H$VoZwgma Q>moQ>c ñQ>oeZ `w{ZQ>77801 nW-^mJ 1-16-1 5,000.00

Excavation in soil using Hydraulic Exacavors CK 90/Mechanical meansand tipper with Disposal upto 200 m Excavation for road work in soil and Murum withHydraulic Excavators / Mechanical means including cutting andloading in tippers, trimming bottom and side slopes, in accordance withrequirements of lines, grades and crossections, and transporting to theembankement location within leads and lift upto 200m (specficationno.Rd.2.)

nW-^mJ 1-17

K._r.0 to 1 m77802 nW-^mJ 1-17-1 63.00

K._r.1 to 2 m77803 nW-^mJ 1-17-2 78.00

K._r.2 to 3 m77804 nW-^mJ 1-17-3 95.00

K._r.3 to 4 m77805 nW-^mJ 1-17-4 129.00

K._r.4 to 5 m77806 nW-^mJ 1-17-5 161.00

[H . _r.for additional every one meter depth.77807 nW-^mJ 1-17-6 50.00

Specification:


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Chapter Name _mVr âmd d IS>rH$aURate In (Rs)


ImoXmB©VyZ CnbãY Pmboë`m 1 {H$. _r A§VamVrb _mVr, _wé_, {dQ>m§Mo VwH$S>o, amS>mamoS>mB. _mbmMm 20 Vo 30 g|._r. OmS>rMo WamV âmd H$aUo, `mo½` Vmo MT>, CVma, T>mi,_Jar R>odUo, ânya nmUr _méZ ñQ>±S>S>© àm°ŠQ>a S>opÝgQ>r 97 Q>ŠHo$ {_ion`ªV amobaZo X~mB©H$aUo-1 {H$_r brS> d {bâQ>>gh nyU©.(ñno{g.H«$.Ama.S>r. 11 n¥.H«$.189) [Q>n : Ñ>T>r^yV _moO_mno AXm H$aUoV òVrb

nW-^mJ 2-1

K._r.ImoXmB©VyZ CnbãY - _mVr, _wé_, {dQ>m§Mo VwH$S>o, amS>mamoS>m B. - âmd H$aUo77808 nW-^mJ 2-1-1 87.00

H$mù`m _mVr{edm` ImË`mZo _mÝ` Ho$ë`mà_mUo BVa _mVr, amS>mamoS>m B. ~mhoéZ AmUyZnwa{dUo d gw{dë`mà_mUo 20 g|._r. OmS>rÀ`m WamV âUr H$aUo, âUrMm àËòH$ WanmÊ`mZo ânya {ÔdUo, `mo½` Vmo MT>-CVma, T>mi, _Jar R>odUo, ñQ>±S>S>© àm°ŠQ>a S>opÝgQ>r97 Q>ŠHo$ {_ion`ªV amobaZo X~mB© H$aUo-gd© brS> {b>>âQ>gh nyU©.(ñno{g.H«$.Ama.S>r. 12 H«$.189) [Q>n : Ñ>T>r^yV _moO_mno AXm H$aUoV òVrb

nW-^mJ 2-2

K._r.H$mù`m _mVr{edm` BVa _mVr, amS>mamoS>m B. ~mhoéZ AmUyZ nwa{dUo.77809 nW-^mJ 2-2-1 122.00

H$mi`m _mVrda IS>rH$aUmnydu Wa XoÊ`mgmR>r H$R>rU _wé_ nwa{dUo, 20 Vo 30 g|._r.g¡b OmS>rV nga{dUo, nmÊ`mZo ânya {Ô{dUo, `mo½` Vmo MT>-CVma, T>mi R>odUo, ñQ>±S>S>©àm°ŠQ>a S>opÝgQ>r 97 Q>ŠHo$ {_ion`ªV amobaZo X~mB© H$aUo. gd© brS> d {b>>âQ>gh nyU© .(ñno{g.H«$.Ama.S>r. 13 H«$.194) [Q>n : Ñ>T>r^yV _moO_mno AXm H$aUoV òVrb

nW-^mJ 2-3

K._r.H$mi`m _mVrda IS>rH$aUmnydu Wa XoÊ`mgmR>r H$R>rU _wé_ nwa{dUo.77810 nW-^mJ 2-3-1 281.00

60 {_.{_.AmH$mamMr _mÝ` XOm©Mr IS>r nwa{dUo, Amdí`H$ Vmo H|$~a R>odyZ hr IS>r 20g|._r. OmS>rÀ`m g¡b WamV ngaUo, 8 Vo 10 Q>Zr amobaZo X~mB© H$aUo. X~mB© Ho$boë`mIS>rda ngaÊ`mgmR>r d IS>rMo nmoH$ir_Üò âUogmR>r _mÝ` XOm©Mo ñQ>moZ {J«Q> ñH«$sqZJnwa{dUo d dmnaUo (Ano{jV à_mU EHy$U KZ_mZmÀ`m 27%) ânya nmUr _méZ Z§Va10 Q>Zr amobaZo 15 g|._r. ÑT>r^yV OmS>r hmoB©n`ªV (ñno{g.H«$._m°W©-204)

nW-^mJ 2-4

K._r.60 {_.{_.AmH$mamMr _mÝ` XOm©Mr IS>r nwa{dUo.77811 nW-^mJ 2-4-1 1,090.00

40{_.{_. AmH$mamMr _mÝ` XOm©Mr IS>r nwa{dUo Amdí`H$ Vmo H|$~a XoD$Z hr IS>r 10g|._r. OmS>rÀ`m g¡b WamV ngaUo 10 Q>Zr amobaZo X~mB© H$aUo, n¥ð>^mJmMr VnmgUrH$éZ H$moR>o IÈ>o, MT> {XgV AgVrb, Va Vo XwéñV H$éZ KoD$Z n¥ð>^mJ ì`dpñWVH$aUo, X~mB© Ho$boë`m IS>rda ngaÊ`mgmR>r d IS>rMo nmoH$ir_Üò âUrgmR>r _mÝ`XOmMm ñQ>moZ J«rQ> pñH«$qZJ�nxa[dUo nwa{dUo d dmnaUo (Ano{jV à_mU EHy$UKZ_mZmÀ`m 27%) ânya nmUr _méZ 10 Q>Z amobaZo 7.5 g|._r. ÑT>r^yV OmS>rhmoB©n`ªV X~mB© H$aUo, gd© brS> {b>>âQ, amoqbJ,dm°Q>[a¨J, dmhVwH$sMo {Z`§ÌU dS>m`ìh©eZ {ZemUr \ bH$ B.Mo ghmæ`mZo H$aUo B. nyU©.o (ñnog.H«$._m°W©-204)

nW-^mJ 2-5


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Rate In (Rs)


XOmMm ñQ>moZ J«rQ> pñH«$qZJ�nxa[dUo nwa{dUo d dmnaUo (Ano{jV à_mU EHy$UKZ_mZmÀ`m 27%) ânya nmUr _méZ 10 Q>Z amobaZo 7.5 g|._r. ÑT>r^yV OmS>rhmoB©n`ªV X~mB© H$aUo, gd© brS> {b>>âQ, amoqbJ,dm°Q>[a¨J, dmhVwH$sMo {Z`§ÌU dS>m`ìh©eZ {ZemUr \ bH$ B.Mo ghmæ`mZo H$aUo B. nyU©.o (ñnog.H«$._m°W©-204)

K._r.40 {_.{_. AmH$mamMr _mÝ` XOm©Mr IS>r nwa{dUo.77813 nW-^mJ 2-5-1 1,133.00

A°eba Im§S>H$s noìhtJ -1:4:8 {g_§oQ> H$m±{H«$Q>Mo 15g|._r. OmS>rMo ~oqS>Jda 23g§o._r. OmS>rMo A°eba Im§S>H$s noìhtJ 1:4 {g_§oQ> _m°Q>©a_Üò H$aUo d 1:2 _m°Q>©a_ÜòXOm© âUo gd© _mb_Owar Š`w[a¨J brS> {b>>âQ BË`mXr nyU©.

nW-^mJ 2-6

n«[V Mm¡.[_.

A°eba Im§S>H$s noìhtJ77815 nW-^mJ 2-6-1 5,775.00

gmYm Im§S>H$s noìhtJ - 1:4:8 {g_§oQ> H$m°{H«$Q>Mo 15g|._r. OmS>rÀ`m ~oqS>Jda23g|._r. OmS>rMo Im§S>H$s noìhtJ 1:4 {g_|Q> _m°Q>©a_Üò H$aUo d 1:2 _m°Q>©a _Üò XOm©âUo brS> {b>>âQ, dmhVyH$ {Z`§ÌU ì`dñWm BË`m{Xgh nyU©

nW-^mJ 2-7

n«[V Mm¡.[_.

1:4:8 {g_§oQ> H$m°{H«$Q>Mo 15g|._r. OmS>rÀ`m ~oS> da Z{dZ Im§S>H$s dmnê$Z.77816 nW-^mJ 2-7-1 3,512.00

n«[V Mm¡.[_.

darbà_mUo OwÝ`m Im§S>Š`m dmnê$Z77817 nW-^mJ 2-7-2 749.00

n«[V Mm¡.[_.

darbà_mUo OwÝ`m H$m±{H«$Q>da OwÝ`m Im§S>Š`m dmnéZ77818 nW-^mJ 2-7-3 294.00

n«[V Mm¡.[_.

darbà_mUo OwÝ`m H$m§°{H«$Q>da ZdrZ Im§S>Š`m dmnê$Z77819 nW-^mJ 2-7-4 2,891.00

Granular Sub-Base with close Graded Material (Table 400- 1) APlant Mix method:- Construction of granular sub-base by providing closegraded material, mixing in a mechanical mix plant at OMC, carriageof mixed material to work site, spreading in uniform layers with motor grader onprepared surface and compacting with vibratory power roller to achieve thedesired density, complets as per.(MORTH specfication no.401) forgrading - II material.

nW-^mJ 2-8


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Rate In (Rs)


K._r.Granular Sub-Base with close Graded Material (Table 400- 1)A.77820 nW-^mJ 2-8-1 1,459.00

Cement Treated Soil Sub-Base/Base.Providing, laying and spreradingsoil on a prepared subgrade, pulverising adding the designed quantityof cement to the spread soil mixing in place with rotavator, grading withthe motor graded and compacting with the road roller at OMC to achieve thedesired unconfirmed compressive strength and to form a layer of subbase/base, complete as per clause (MORTH specfication no.403)

nW-^mJ 2-9

K._r.Cement Treated Soil Sub-Base/Base.Providing, laying and sprerading77823 nW-^mJ 2-9-1 598.00

Wet mix Macadam Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixingthe material with water at OMC in mechanical mix plant carriage ofmixed material by tipper to site, laying in uniform layers with paver insub-base/base course on well prepared surface and compacting withvibratory roller to achieve the desired density, complete as per clause(MORTH specfication no.406)

nW-^mJ 2-10

K._r.Wet mix Macadam Providing, laying, spreading and compacting graded77824 nW-^mJ 2-10-1 1,464.00

Lime Treated soil for sub - Base Providing, laying and spreading soilon a prepared subgrade, pulverising soil on a prepared subgrade soil inplace with rotavator with 3 percent slaked lime with minimum content of 70percent of CaO, grading with motor grader and compacting with the roadroller at OMC to achieve atleast 98 perent of the maximum dry density to forma layer of sub-base, complete as per clause (MORTH specficationno.402)

nW-^mJ 2-11

K._r.Lime Treated soil for sub - Base Providing, laying and spreading77825 nW-^mJ 2-11-1 432.00

_°Zhmob�M|~a�añË`mÀ`m�g_nmVirV�~m§YZo-\w$Q>nmWdarb AWdm nX nXnWmdarbS´>oZoO , nmUr nwadR>m B. H$m_mMo _°Zhmoëg Mo§~g© darb H$ìhg© CMbUo añË`mMon¥ð>^mJmer g_nmVirV òB©b Ago H$m±[H«$Q,> drQ> ~m§YH$m_ H$ê$Z naV KÅ> ~g{dUo ,gd©_mb -_Oyar, {bS>,Š`wAatJ BË`mXrgh nyU©

nW-^mJ 2-12


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Rate In (Rs)


à{V ZJnmdgmir�Omir/gr.�Am`.�H�ìha/Ama.�gr.gr.�Jmob/Mm¡H$moZr77826 nW-^mJ 2-12-1 1,085.00

à{V ZJ77828 nW-^mJ 2-12-H 0.00

K._r.77814 0.00

Specification:


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06/05/14 2:00Page 10 of 65

Chapter Name S>m§~arH$aURate In (Rs)


50 {_.{_.J«mD$Q> H$aUo - 40 {_.{_. AmH$mamMr _mÝ` XOm©Mr XJS>mMr hmV\ moS>/_erZ H«$íS> IS>r nwa{dUo. Vr goŠeqZJ Ho$boë`m añË`mÀ`m n¥ð>^mJmda 65 {_.{_.OmS>rÀ`m g¡bga WamV ngaUo. n¥ð>^mJmMr H|$~a ßboQ>Zo VnmgUr H$éZ Amdí`H$ VoWoIS>r Q>mHy$Z AWdm H$mTw>Z, n¥ð>^mJmg Amdí`H$ Ë`m H|$~abm AmUUo. Ë`mZ§Va 10 Q>ZramobaZo H$S>onmgyZ _Ü`mn`ªV amoqbJ H$aUo ,amobaMo MmH$mImbr IS>r Z hbon`ªV d 50{_.{_. ÑT>r^yV OmS>r òB©n`ªV X~mB© H$aUo. S>m§~a VG-30 Jo«S>Mo 177 Vo 191 A§eg|Q>rJo«S>rn`ªV Vmndbobo S>m§~a _oH°${ZH$b àoea ñno«AaZo 100 Mm¡ag _rQ>abm 275 {H$bmo`m à_mUmV X~mB© Ho$boë`m IS>rda \ dmaUo. `mgmR>r n¥ð>^mJmMo ISy>Zo ^mJ nmSy>ZS>m§~aMr Amdí`H$ Ë`m à_mUmV \ dmaUr Ho$br OmV Amho, `mMr {ZpíMVr H$aUo. S>m§~aJa_ AgVm§Zm 12 {_br_rQ>a AmH$mamMr H$M Xa 1.5 K._r./100 Mm¡._r.bm `mà_mUmV gma»`m OmS>rÀ`m WamV MH«$s nÜXVrZo ngaUo. 8 Vo 10 Q>Zr amobaZo H$S>onmgyZ_Ü`mn`ªV X~mB© H$aUo. gd© brS> {b>>âQ, _mb_Owar, Q´>°[\ H$ {Z`§ÌU B. gh nyU©.(ñno{g.H«$.Ama.S>r. 60)

nW-^mJ 3-1

n«[V Mm¡.[_.

50 {_.{_. g|._r. J«mD$Q> H$aUo77829 nW-^mJ 3-1-1 222.00

75 {_.{_. {~ëQ>An ñào J«mD$Q> H$aUo- 75 {_.{_. ÑT>r^yV OmS>rMm {~ëQ>An ñàoJ«mD$Q> H$aUo. VG-30 Jo«S>Mo S>m§~a VgoM IS>r nwa{dUo. S>m§~a VmndUo, Q>°H$H$moQ> \dmaUo, IS>r ngaUo, S>m§~a \ dmaUo 1.5 {H$J«°/Mm¡._r. àËòH$s §XmoZ S>m§~amMo S>mogQ>mH$Uo, X~mB© amobaZo H$S>onmgyZ _Ü`mn`ªV amoqbJ H$aUo gd© brS> {b>>âQ, hË`mao,_Owar,Q´>°[\ H$ {Z`§ÌU, {ZemUr \ bH$, B. gh nyU©.(ñno{g.E_.Amo.Eg.Q>r.H«$. 506)

nW-^mJ 3-2

n«[V Mm¡.[_.

75 {_.{_. {~ëQ>An ñào J«mD$Q> H$aUo77830 nW-^mJ 3-2-1 289.00

S>m§~ar n¥ð>^mJmda {bpŠdS> {gbH$moQ> H$aUo.-añË`mMo n¥îR>^mJmdarb gd© nm°Q>hmoëg{à{_Šg _Q>o[a`bZo ^éZ KoUo H°�[ZH�b ~w_a d hm`S´°m[bH��H�°måàoga À`m ghmæ`mZoañË`mMo n¥îR>^mJmMr nyU© gm\ g\ mB© H$aUo. Xa 100 Mm¡ _rQ>abm 98 {H$bmo `m à_mUmV177 A§e Vo 191 A§e g|.n`©§V Vmn{dboë`m VG-30 J«oS>Mo S>m§~amMr g_à_mUmV \dmaUr H$aUo. Ë`mZ§Va bJoM 6.7 {_. {_.AmH$mamMr nyU©nUo H$moaS>r Agbobr H$M Xa0.09 K._r./10 Mm¡._r.bm `m à_mUmV MH«$s nÜXVrZo ngaUo. g_à_mUmV ngaUrhmoÊ`mgmR>r Amdí`H$ Va IamQ>çmMm dmna H$aUo. Ë`mZ§Va bJoM 8 Vo 10 Q>Zr amobaZoX~mB© H$aUo. X~mB©Z§Va 24 Vmgmn`©§V añË`mMo n¥ð>^mJmdéZ Q´>°[\ H$ Z gmoS>Uo, gd©àH$maMr H$M, S>m§~a nwa{dUo, S>m§~a Ja_ H$aUo, H$M ngaUo, H$S>onmgyZ _Ü`mn`ªV X~mB©H$aUo. gd© _mb_Owar hË`mao, g`§Ìo nwa{dUo, gd© brS> {b>>âQ Q>´>°[\ H$Mo {Z`§ÌU {ZemUr\ bH$ B.gh nyU©. (ñno.H«$. _m°W©513)

nW-^mJ 3-3


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06/05/14 2:00Page 11 of 65

Rate In (Rs)


hmoÊ`mgmR>r Amdí`H$ Va IamQ>çmMm dmna H$aUo. Ë`mZ§Va bJoM 8 Vo 10 Q>Zr amobaZoX~mB© H$aUo. X~mB©Z§Va 24 Vmgmn`©§V añË`mMo n¥ð>^mJmdéZ Q´>°[\ H$ Z gmoS>Uo, gd©àH$maMr H$M, S>m§~a nwa{dUo, S>m§~a Ja_ H$aUo, H$M ngaUo, H$S>onmgyZ _Ü`mn`ªV X~mB©H$aUo. gd© _mb_Owar hË`mao, g`§Ìo nwa{dUo, gd© brS> {b>>âQ Q>´>°[\ H$Mo {Z`§ÌU {ZemUr\ bH$ B.gh nyU©. (ñno.H«$. _m°W©513)

n«[V Mm¡.[_.

S>m§~ar n¥ð>^mJmda {bpŠdS> {gbH$moQ> H$aUo77833 nW-^mJ 3-3-1 71.00

Providing and laying slurry seal consisting of a mixture of fineaggregates, portland cement filler, bituminous emulsion and water on aroad surface including cleaning of surface, mixing of slurry seal in asuitable mobile plant, laying and compacting to provide even riddingsurface (MORTH specfication no.516 Page no.214,Table no.500-33)

nW-^mJ 3-4

n«[V Mm¡.[_.

5 mm thk77836 nW-^mJ 3-4-1 53.00

n«[V Mm¡.[_.

3 mm thk77837 nW-^mJ 3-4-2 37.00

n«[V Mm¡.[_.

1.5 mm thk77838 nW-^mJ 3-4-3 23.00

Fog Spray - Providing and applying low viscosity bitumen emulsion forsealing cracks less than 3mm wide or incipient fretting ordisintegration in an existing bituminous surfacing (MORTHspecfication no.513 )

nW-^mJ 3-5

n«[V Mm¡.[_.

Fog Spray77839 nW-^mJ 3-5-1 28.00

Specification:


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Chapter Name hm°Q> {_Šg,hm°Q>boS> noìha {\${ZeaZo S>m§~arH$aU H$aUo d ImOJr H$m_{JarRate In (Rs)


Tack Coat:Providing and applying tack coat on the prepared surface and spraying withlow viscosity paving bitumen VG 10 grade conforming to IS 73 or CationicBitumen Emulsion (RS1) complying with IS: 8887with spray set footed inbitumen boiler on bituminous surface. Minimum Rate of application oftack coat:-Spec. No. MORTH - 503a) with Bitumen / with Cationic Bitumen Emulsion (RS1) Rate ofapplication1. Bituminous surfaces - 0.30 Kg/Sq.m.2. Granular surfaces treated with primer - 0.30 Kg/Sq.m.3. Cement Concrete pavement - 0.30 Kg/Sq.m.for this item escalation/star rate is not applicable

nW-^mJ 4-1

n«[V Mm¡.[_.

Tack Coat77840 nW-^mJ 4-1-1 19.00

brZ {~Q>w{_Zg _°H$mS>_ añË`mVrb bhmZ_moR>o IÈ>o ~wO{dUo d H|$~a {_i{dÊ`mgmR>r,{à{_Šg _Q>o[a`b dmnaUo, añË`mdarb IÈ>o àW_V: IS²>S>çmÀ`m gdm©V H$S>onmgyZgmYmaU 30 g|._r. A§Vamn`ªV J«mD$Q>n`ªV ImoXyZ d {ZH$m_r Pmboë`m H$manoQ>Mm _mbH$mTw>Z Q>mH$Uo.IS²>S>çm§Mm AmH$ma Am`VmH¥Vr qH$dm Mm¡ag AmH$mamMmH$aUo.IS²>S>çm§À`m H$S>m ìh{Q>©H$b H$aUo, _oH°${ZH$b ~«w_aÀ`m ghmæ`mZo amoS>À`mn¥îR>^mJmMr g\$mB© H$aUo. gd© byO _Q>o[a`b H$mTy>Z Q>mH$Uo, _{eZ H«$íS> 12 {_._r.20 {__r. 25 {_._r. `m AmH$mamMr IS>r (1:2:3 `m à_mUmV)d Ja_ S>m§~a(S>m§~aìhr.Or. -30 J«oS>Mo) ,{_Šga_Üò IS>rMm àËòH$ VwH$S>m S>m§~amZo g§nyU©_mIbmOmB©n`©§V {_Šg H$aUo {_lrV _mbmÀ`m EHy$U dOZmÀ`m 2.50 Q>ŠHo$ S>m§~amMo à_mUR>odUo. ngaUrÀ`m doir {_lUmMo Vmn_mZ H$_rV H$_r 125 A§e g|.Agmdo Am{UamoqbJ nyU© H$aon`ªV {_lUmMo Vmn_mZ H$_rV H$_r 90 A§e g|.Agmdo.H$_rV H$_r 125A§e g|.À`m Vmn_mZmV AgVmZm IS²>S>çmV añË`mÀ`m AmOw ~mOwÀ`m nmVir, H|$~aT>mi, `m§À`m à_mUmV ngaUo, (gd©gmYmaU IS²>S>çmÀ`m Imobrnojm 35 Q>ŠHo$ OmñVAem g¡b OmS>rMm _mb ngamdm.) ngaboë`m _mbmMo Vmn_mZ H$_rV H$_r 90 A§e g|.Agon`ªV 8 Vo 10 Q>Zr 2 ìhm`~«Q>ar amobaÀ`m ghmæ`mZo H$S>onmgyZ _Ü`mn`ªV X~mB©H$aUo.OwÝ`m añË`mMm n¥ð>^mJ g§nyU© ñdÀN> H$éZ, Ë`mda da dU©Z Ho$ë`mà_mUo Q>°H$H$moQ>\ dmaUo d Amdí`H$Voà_mUo `mo½` Ë`m à_mUmV [à{_Šg _mb dmnéZ H|$~a Owi{dUo.amoS> amobaZo X~mB© H$aUo.`mV gd© _mb nwa{dUobrS>,{b>âQ, dmhVwH$sMo {Z`§ÌU `m§Mm g_mdoe Amho. [Q>n: S>m§~a \$aH$mgmR>r Eb ~rE_ Mr KZVm 2.2 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

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Agon`ªV 8 Vo 10 Q>Zr 2 ìhm`~«Q>ar amobaÀ`m ghmæ`mZo H$S>onmgyZ _Ü`mn`ªV X~mB©H$aUo.OwÝ`m añË`mMm n¥ð>^mJ g§nyU© ñdÀN> H$éZ, Ë`mda da dU©Z Ho$ë`mà_mUo Q>°H$H$moQ>\ dmaUo d Amdí`H$Voà_mUo `mo½` Ë`m à_mUmV [à{_Šg _mb dmnéZ H|$~a Owi{dUo.amoS> amobaZo X~mB© H$aUo.`mV gd© _mb nwa{dUobrS>,{b>âQ, dmhVwH$sMo {Z`§ÌU `m§Mm g_mdoe Amho. [Q>n: S>m§~a \$aH$mgmR>r Eb ~rE_ Mr KZVm 2.2 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

_o.Q ZbrZ {~Q>w{_Zg _°H$mS>_77841 nW-^mJ 4-2-1 2,352.00

K._r.brZ {~Q>w{_Zg _°H$mS>_77842 nW-^mJ 4-2-2 5,174.00

Dense Graded Bituminous Macadam:Providing and laying dense graded bituminous macadam in layerthickness of 50 - 75mm with minuimum 120 TPH batch type HMP usingcrushed aggregates of specified grading, premixed with bituminousbinder 4.5 per cent by weight of total mix and filler, transporting thehot mix to work site, laying with a hydrostatic paver finisher with sensor controlto the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desired compactionas per MORTH specification clauseNo. 505 complete in all respects.Spec.No. MORTH - 505.For Bitumen VG-30 with Cement/ hydrated lime fillerBM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

nW-^mJ 4-3

_o.Q ZDense Graded Bituminous Macadam77843 nW-^mJ 4-3-1 3,539.00

K._r.Dense Graded Bituminous Macadam77844 nW-^mJ 4-3-2 8,139.00

Bituminous Macadam:Providing and laying bituminous macadam with minuimum120 TPH batchtype HMP using crushed aggregates of specified grading premixedwith bituminous binder 4.00per cent by weight of total mix and filler,transported to site, laid over a previously prepared surface with a hydrostaticpaver finisher with sensor control to the required grade,level andalignment and rolled as per clauses 501.6 and 501.7 to achieve thedesired compaction.Spec.No. MORTH - 50450/75 mm compacted thickness with 4% Bitumen for grading (19mmnominal size)i) for Bitumen VG-30.with Cement /hydrated lime fillerBM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

nW-^mJ 4-4


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paver finisher with sensor control to the required grade,level andalignment and rolled as per clauses 501.6 and 501.7 to achieve thedesired compaction.Spec.No. MORTH - 50450/75 mm compacted thickness with 4% Bitumen for grading (19mmnominal size)i) for Bitumen VG-30.with Cement /hydrated lime fillerBM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

_o.Q ZBituminous Macadam77845 nW-^mJ 4-4-1 3,128.00

_o.Q ZBituminous Macadam77846 nW-^mJ 4-4-2 7,195.00

Bituminous Concrete:Providing and laying bituminous concrete with minimum 120 TPH batchtype hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder @ 6.2 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level and alignment, roilingwith smooth wheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 507 complete in allrespects.Spec.No. MORTH - 507.For Bitumen VG-30 with Cement fillerBM density 2.5 MT/Cum will be considered for Bituminus diffrerencepurpose

nW-^mJ 4-5

_o.Q ZBituminous Concrete:77847 nW-^mJ 4-5-1 4,446.00

K._r.Bituminous Concrete:77848 nW-^mJ 4-5-2 11,116.00

go_r-S>oÝg {~Q>w{_Zg H$m°§H«$sQ> - S>m§~ar n¥ð>^mJmda 25 {_{_ ÑT>r^yV OmS>rMm EHy$U{_Šg _mbmMo dOZmÀ`m 5.5 Q>ŠHo$ (S>m§~a ìhr.Or. -30 J«oS>Mo) S>m§~a Agbobogo_r-S>oÝg {~Qw>{_Zg H$m°§H«$sQ> nwa{dUo , _oH°${ZH$b ~«w_aÀ`m ghmæ`mZo amoS>À`mn¥îR>^mJmMr g\$mB© H$aUo.d goÝga noìha d pñQ´>¨J bmB©«ZÀ`m ghmæ`mZoo ngaUr H$aUo, gd©_Q>o[a`b nwa{dUo, à`moJ emioVyZ Om°~ {_Šg {S>PmB©Z H$éZ KoUo, _mÝ` hm°Q>{_Šgßb°ÝQ>_Üò{_pŠg¨J H$aUo, noìha [\ {ZeaZo 32 {_{_ g¡b ngaUo, ngaUrÀ`m doir{_lUmMo Vmn_mZ H$_rV H$_r 125 A§e g|.Agmdo Am{U amoqbJ nyU© H$aon`ªV {_lUmMoVmn_mZ H$_rV H$_r 90 A§e g|.Agmdo. 8 Vo 10 Q>Zr 2 ìhm`~«Q>ar amobaÀ`m ghmæ`mZoH$SonmgyZ _Ü`mn`ªV X~mB© H$aUo.B. gd© gm{hË`, `§Ìo, g§`§Ìo JwU{Z`§ÌU MmMÊ`m gd©brS> {b>>âQgh Q´>°[\ H$ {Z`§ÌU, {ZemUr \ bH$ B. gh nyU©.(E_.Amo.Eg.Q>r.[adrOZ-4 ñno.H«$ 508) [Q>n: S>m§~a \$aH$mgmR>r Eg.S>r. ~r.gr. Mr KZVm 2.3 à{V _oQ´>rH$Q>Z BVH$s J«mø YaÊ`mV òB©b

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n¥îR>^mJmMr g\$mB© H$aUo.d goÝga noìha d pñQ´>¨J bmB©«ZÀ`m ghmæ`mZoo ngaUr H$aUo, gd©_Q>o[a`b nwa{dUo, à`moJ emioVyZ Om°~ {_Šg {S>PmB©Z H$éZ KoUo, _mÝ` hm°Q>{_Šgßb°ÝQ>_Üò{_pŠg¨J H$aUo, noìha [\ {ZeaZo 32 {_{_ g¡b ngaUo, ngaUrÀ`m doir{_lUmMo Vmn_mZ H$_rV H$_r 125 A§e g|.Agmdo Am{U amoqbJ nyU© H$aon`ªV {_lUmMoVmn_mZ H$_rV H$_r 90 A§e g|.Agmdo. 8 Vo 10 Q>Zr 2 ìhm`~«Q>ar amobaÀ`m ghmæ`mZoH$SonmgyZ _Ü`mn`ªV X~mB© H$aUo.B. gd© gm{hË`, `§Ìo, g§`§Ìo JwU{Z`§ÌU MmMÊ`m gd©brS> {b>>âQgh Q´>°[\ H$ {Z`§ÌU, {ZemUr \ bH$ B. gh nyU©.(E_.Amo.Eg.Q>r.[adrOZ-4 ñno.H«$ 508) [Q>n: S>m§~a \$aH$mgmR>r Eg.S>r. ~r.gr. Mr KZVm 2.3 à{V _oQ´>rH$Q>Z BVH$s J«mø YaÊ`mV òB©b

_o.Q Zgo_r-S>oÝg {~Q>w{_Zg H$m°§H«$sQ77849 nW-^mJ 4-6-1 4,004.00

K._r.go_r-S>oÝg {~Q>w{_Zg H$m°§H«$sQ77850 nW-^mJ 4-6-2 9,210.00

Mastic Asphalt:Constructing a layer of mastic asphalt wearing course of 25-50mm thicknessrange for road pavements and bridge decks. Binder shall be apaving / industrial grade bitumen 10/20 gread meeting therequirements given in table 500-39. Coarse aggregate shall satisfythe physical requirements given in table 500-6. Fine aggregateshall be the fraction passing the 2.36mm and retained on the 0.075mmsieve consisting of crusher run screening, natural sand or a mixture ofboth. Filler shall be limestone powder passing the 0.075mm sieve andshall have calcium carbonate content of not less than 80 percent byweight when determined in accordance with IS 1514. Grading offine aggregate inclusive of filler shall be as per Table500-41. Job Mix Formula to be prepared. Laying temperature shall bebetween 175C and 210C The surface finish of completed constructionshall conform to the requirements of Clause 902. For control of quality ofmaterials and works carried out the relevant provisons of Section 900 shallapply.Spec. No. MORTH - 516.for this item VG-10 bituminus difference will be paid

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n«[V Mm¡.[_.

Mastic Asphalt: 25 MM thick77851 nW-^mJ 4-7-1 673.00

n«[V Mm¡.[_.

Mastic Asphalt: 40 MM thick77852 nW-^mJ 4-7-2 1,077.00

{_qbJ _{eZZo añË`mÀ`m n¥ð>^mJmMr ImoXmB© H$aUo- añË`mÀ`m S>m§~ar n¥ð>^mJmda{_{b§J _{eZZo 75 {_{_. Imobrn`ªV H$mT>Uo, ImoXmB©VyZ {ZKmboë`m _mbmMr _ZnmMohÔrV AWdm H$moUË`m{h H$moR>rda dmhVyH$ H$aUo, ngaUr H$aUo. B.nyU©

nW-^mJ 4-8

n«[V Mm¡.[_.

{_qbJ _{eZZo añË`mÀ`m n¥ð>^mJmMr ImoXmB© H$aUo.77853 nW-^mJ 4-8-1 60.00

hm°Q>{_Šg _mbmZo n°MdH©$ H$aUo -(_mbmMr qH$_V dJiyZ)hm°Q>{_Šg {~Q>w{_Zg_°H$mS>_/Eg.S>r.~r.gr./ Añ\ m°{ëQ>H$ H$m±H«$sQ>À`m _mbmMr hm°Q>-{_Šg ßb°ÝQ>nmgyZgmB©Q> n`©§V dmhVyH$ H$aUo, _mb noìha {\ {ZeaZo n°MdH©$gmR>r ngaUo, >IS²>çm^modVr_mH$s©J H$aUo, IS²>S>çmÀ`m H$S>m Cä`m ImoXUo, byO _mb H$mTy>Z d gd© ~mOy ñdÀN>H$aUo, Q>°H$H$moQ> _maUo, hm°Q>{_Šg {~Qw{_Zg AWdm Añ\ m°ëQ>rH$ H$m±H«$sQ>Mm _mbIS²>S>çmV âUo, bmB©Z boìhb H$aUo, nm°da amoba AWdm S>m`Zmn°H$ ìhm`~«Q>a amobaZoX~mB© H$aUo, _yi n¥ð>^mJmMo H|$~abm Owi{dUo B.gh nyU©

nW-^mJ 4-9

n«[V Mm¡.[_.

25 {_._r. nojm OmñV ImobrÀ`m IS²>S>çm§gmR>r ~og H$mog}ggmR>r ~r.E_.77854 nW-^mJ 4-9-1A

33.00

n«[V Mm¡.[_.

25 {_._r. ImobrÀ`m IS²>S>çmgmR>r E.gr.77855 nW-^mJ 4-9-2~

22.00

noìha [\ {ZeaZo H$amd`mÀ`m H$m_mVrb {d{dY ~m~tgmR>r Xa (_mbmMr qH$_VdJiyZ) : -añË`mMo n¥ð>^mJmMr g\ mB© H$aUo, S>m§~ar AWdm IS>rMo añË`mMo n¥ð>^mJmdaO_m Pmbobr KÅ> _mVr, Yyi, _wé_ dm VËg_ nXmW© {Q>H$mdmZo, \ mdS>çmZo ImoXyZ g¡bH$éZ H$mTy>Z Q>mH$Uo añË`mMm n¥ð>^mJ IamQ>çmZo , PmSy>Zo, Vma, ~«e B.Zo gwMZoà_mUonyU©nUo gm\ H$éZ Vmo S>m§~arH$aU H$amd`mg `mo½` H$aUo.(ImË`m_m\©$V H$amd`mÀ`mH$m_m§gmR>r)

nW-^mJ 4-10

n«[V Mm¡.[_.

J«mD$Q>darc77856 nW-^mJ 4-10-1 9.00


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n«[V Mm¡.[_.

Eb.~r.E_.darb77857 nW-^mJ 4-10-2 5.00

n«[V Mm¡.[_.

~r .E_. darb(nwdu)77858 nW-^mJ 4-10-3 3.00

añË`mdarb bhmZ _moR>o IÈ>o ~wO{dUo-Q>°H$H$moQ> \ dmaUonydu añË`mMo n¥ð>^mJmdaAgbobo IÈ>o AJmoXa ~wO{dUoMo Pmë`mg IS²>S>çmVrb g¡b Pmbobo _Q>o[a`b H$mTy>ZQ>mHy$Z IS²>S>ç§mÀ`m H$S>m ImoXyZ ìhQ>uH$b H$aUo. IÈ>m Vma ~«eZo, PmSy>Z nyU©nUo gm\H$éZ Ë`mda Q>°H$H$moQ> _méZ _.Z.nm.Zo nwa{dboë`m {_Šg _mbmZo âUo.

nW-^mJ 4-11

n«[V Mm¡.[_.

añË`mdarb bhmZ _moR>o IÈ>o ~wO{dUo77859 nW-^mJ 4-11-1 13.00

añË`mMo n¥ð>^mJmda Q>°H$H$moQ> \ dmaUr - _.Z.nm. Mo ~m°`ba_Yrb Ja_ S>m§~a/B_beZn§nmZo AWdm PmarZo añË`mMo n¥ð>^mJmda à{V 100 Mm¡._r. bm 50 {H$bmo `mà_mUmVAWdm gwMZoà_mUo Q>°H$H$moQ> \ dmaUo.

nW-^mJ 4-12

n«[V Mm¡.[_.

añË`mMo n¥ð>^mJmda Q>°H$H$moQ> \ dmaUr77860 nW-^mJ 4-12-1 1.00

noìhaZo ngabobm _mb X~mB© H$aÊ`mg `mo½` H$aUo _.Z.nm. Zo nwa{dboë`m d noìha Zongabobm Eb.~r.E_., ~r.E_., H$mn}Q>, E.gr., {à{_Šg {gbH$moQ>, {_Šg {gbH$moQ>,g|._r. S>oÝg H$m°§{H«$Q> B. {d{dY àH$maMm ~og H$mog© d doA[a§J H$mog©gmR>rMm {_Šg _mb`mo½` aofoV, nmVirV H|$~a_Üò AmUyZ X~mB© H$aUo. `m _Üò gd© brS, {bâQ>Mmg_mdoeAmho. [_Šg _mbmMo amobtJ Z§Va ÑT>r^yV Pmboë`m Wam§Mr OmS>r 20, 25, 40,50 [_._r. Aer, gwMZoà_mUo R>odmdr bmJob.

nW-^mJ 4-13

n«[V Mm¡.[_.

~r .E_. H$aUo (\ ŠV _Owar).77861 nW-^mJ 4-13-1 2.00

n«[V Mm¡.[_.

50 {_._r. go_rJ«mD$Q> H$aUo (\ ŠV _Owar)77862 nW-^mJ 4-13-2 13.00

n«[V Mm¡.[_.

{gbH$moQ> H$aUo (\ ŠV _Owar)77865 nW-^mJ 4-13-3 4.00


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Recycled Asphalt Pavement - BM With having 80% fresh materialand 20 % recycled material obtained from milling of existing BT.Providing and laying bituminous macadam with minuimum120 TPH batchtype HMP using crushed aggregates of specified grading premixedwith bituminous binder 4.00per cent by weight of total mix and filler,transported to site, laid over a previously prepared surface with a hydrostaticpaver finisher with sensor control to the required grade,level andalignment and rolled as per clauses 501.6 and 501.7 to achieve thedesired compaction.Spec.No. MORTH - 50450/75 mm compacted thickness with 4% Bitumen for grading (19mmnominal size)i) for Bitumen VG-30.with Cement /hydrated lime fillerBM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

nW-^mJ 4-14

n«[V�[_QaRecycled Asphalt Pavement - BM With having 80% fresh materialand 20 % recycled material obtained from milling of existing BT

77866 nW-^mJ 4-14-1 2,233.00

Recycled Asphalt Pavement - DBM With having 80% fresh materialand 20 % recycled material obtained from milling of existing BTsurface.Providing and laying dense graded bituminous macadam inlayer thickness of 50 - 75mm with minuimum 120 TPH batch type HMPusing crushed aggregates of specified grading, premixed withbituminous binder 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisherwith sensor control to therequired grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as perMORTH specification clauseNo. 505 complete in all respects.Spec.No. MORTH - 505.For Bitumen VG-30 with Cement/ hydrated lime fillerBM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

nW-^mJ 4-15


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BM density 2.3 MT/Cum will be considered for Bituminus diffrerencepurpose

n«[V�[_QaRecycled Asphalt Pavement - DBM With having 80% fresh materialand 20 % recycled material obtained from milling of existing BTsurface

77867 nW-^mJ 4-15-1 2,958.00

ñQ>moZ _mpñQ>H$ Añ\$mëQ> doAatJ H$mog© 40/50 {__r OmS>rMm {~Qw>{_Zg ñQ>moZ _°{Q´>ŠgAñ\$mëQ> doAatJ H$mog© Q>mH$Uo Ë`m§Mo_Üò ìhrOr-30 J«oS> Mo (S>m§~amMm gm°\$Q>qZJ nmB©Q>BVa ñno{g{\$Ho$eZ _m°W© 515 à_mUo Amdí`H$) _oH$m°{ZH$b ~«w_aÀ`m ghmæ`mZo amoS>À`mn¥îQ>^mJmMr g\$mB© H$aUo ngaUrÀ`m doir {_lUmMo Vmn_mZ 150{S>.go. Vo 165{S>.go.A§emMo.Agmdo Ý`y_m°{Q>H$ amobaÀ`m ghmæ`mZo amoqbJ X~mB© nyU© hmoB©n`ªV H$aUo._mbmMrKZVm 94 % nojm H$_r Zgmdr S>m§~amMo à_mU d gobrbm°S> \$m`~a AZwH«$_o {_Šg_mbmMo dOZmMo 5.8% d 0.30% AgUo Amdí`H$ Amho VgoM S>m§~ar n¥îR>^mJmdaQ>°H$H$moQ> \$dmaUo, àm`q_J d A°ÝQ>rñH$sS> {Q´>Q>_|Q> XoUo.B.nyU© S>m§~amMm CËnmXH$ à_mUnÌXoUo Amdí`H$ d ~§YZH$maH$ amhrb (ñno{g{\$Ho$eZ _m°W©-515 n¥.H«$.219)

nW-^mJ 4-16

_o.Q ZñQ>moZ _mpñQ>H$ Añ\$mëQ> doAatJ H$mog© 40/50 {__r OmS>rMm77868 nW-^mJ 4-16-1 12,600.00

K._r.ñQ>moZ _mpñQ>H$ Añ\$mëQ> doAatJ H$mog© 40/50 {__r OmS>rMm78242 nW-^mJ 4-16-2 5,478.00

_ZnmÀ`m hm°Q>{_Šg ßc±Q>gmR>r S>§na nwa{dUonW-^mJ 4-17

Q—rn_ZnmÀ`m hm°Q>{_Šg ßc±Q>gmR>r S>§na nwa{dUo.77869 nW-^mJ4-17-18

1,700.00

Machinery Hire Charges : (With Diesel & Operator / Driver)nW-^mJ 4-18

n«[V VmgJCB77870 nW-^mJ 4-18-1 675.00

n«[V VmgDumper77871 nW-^mJ 4-18-2 513.00

n«[V VmgRoller (Ordinary)77872 nW-^mJ 4-18-3 371.00

n«[V VmgRoller Vibreatter77873 nW-^mJ 4-18-4 994.00

n«[V VmgMachenical Pever77874 nW-^mJ 4-18-5 754.00

n«[V VmgSensor Pever77875 nW-^mJ 4-18-6 1,725.00


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Rate In (Rs)


n«[V VmgPoclain78179 nW-^mJ 4-18-7 1,000.00

Primer coat : Providing and applying primer coat with bitumen emulsionss1 gread confirming to IS 8887 on prepared surfact on granular baseincluding cleaning of road surface with Mechanial brummer andspraying primer coat with mechanial pressure distributurs at the rate of0.70 Kg/sqm etc all completed (MORTH specfication no.502

nW-^mJ 4-19

n«[V Mm¡.[_.

primer coat77876 nW-^mJ 4-19-1 38.00

Providing and laying construction bituminous concrete layer 25 mmthick on prepared surface with specified graded crushed aggregatesfor wearing course loading aggregate with F.E. loder heatingaggregate and binder in hot mix plant transporting the mixed materialwith tipper and laying with paver finisher to the required levelrolling with the power roller to achieve the desired density butExcluding prime/tack coat (Bitumen 5.5%)with cement tiller

nW-^mJ 4-20

K._r.CRMB - 5077877 nW-^mJ 4-20-1 9,836.00

K._r.CRMB - 6077878 nW-^mJ 4-20-2 9,806.00

Providing and laying construction bituminous concrete layer 25 mm thickon prepared surface with specified graded crushed aggregates forwearing course loading aggregate with F.E. loader heating aggregateand binder in hot mix plant transporting the mixed material with tipperand laying with paver finisher to the drequired level rolling withpower roller to achieve the desired density but luding prime/tack coat(Bitumen 5.5%) with cement tiller

nW-^mJ 4-21

K._r.PMB - 7077879 nW-^mJ 4-21-1 11,746.00

K._r.PMB - 4077880 nW-^mJ 4-21-2 11,906.00

_Zwî`~i nwa{dUo - H§$ÌmQ>r H$m_Jma ({Z`_Z d {Z_©ybZ )A{Y{Z`_ 1970 H§$ÌmQ>rH$m_JmamMo {H$_mZ doVZ nwa{dboë`m _Zwî`~img XoUo ~§YZH$maH$ AgyZ H$m_Jmamg§»òZwgma H§$ÌmQ>r H$m_Jmam§Zm {H$_mZ doVZ aH$_oda \$m`Xo XoUo Amdí`H$ Amho.

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H$m_JmamMo {H$_mZ doVZ nwa{dboë`m _Zwî`~img XoUo ~§YZH$maH$ AgyZ H$m_Jmamg§»òZwgma H§$ÌmQ>r H$m_Jmam§Zm {H$_mZ doVZ aH$_oda \$m`Xo XoUo Amdí`H$ Amho.

n«[V [Xdgnwê�f�[~Jmar77881 nW-^mJ 4-22-1 350.00

n«[V [XdgpñÌ`m�[~Jmar77882 nW-^mJ 4-22-2 350.00

n«[V [XdgH$mamJra (eodmiodmbm)77883 nW-^mJ 4-22-3 375.00

n«[V [Xdgamoba S´mB©ìha77884 nW-^mJ 4-22-4 400.00

n«[V [Xdgnoìha S´mB©ìha77885 nW-^mJ 4-22-5 500.00

n«[V [Xdg~m§YH$m_ J§dS>r78186 nW-^mJ 4-22-6 550.00

n«[V [XdgßbmñQ>°a J§dS>r78187 nW-^mJ 4-22-7 650.00

BåbeZ dmnê$Z (H$moëS> {_Šg) añË`mdarb bhmZ-_moR>o IÈ>o ~wO{dUo …-nmdgmù`m_Üò {Z{dXo_Yrb Z_yX H$m`©joÌmVrb añË`m§Mm gìh} H$aUo, añË`mdarb IÈ>oXþê$ñVr~m~V [anmoQ>© V`ma H$ê$Z gmXa H$aUo, ImË`mÀ`m gwMZoZwgma IÈ>o Xþê$ñVr H$aUo,Q>°H$H$moQ> \$dmaUonwdu añË`mÀ`m n¥ð>^mJmda Agbobo IÈ>o AJmoXa ~wO{dUoMo Pmë`mgIÈ>`mVrb g¡b Pmbobo _Q>o[a`b H$mTy>Z Q>mHy$Z, IÈ>`mÀ`m H$S>m ImoXÿZ gai H$aUo,IÈ>m Vma ~«eZo PmSy>Z nwU©nUo gm\$ H$ê$Z Ë`mda E_.Eg. J«oS>Mo BåbeZ 100 Mm¡._r.bm 30 {H$bmo `mà_mUo _maUo, OmJodarb Amdí`H$VyZwgma d ImË`mÀ`m gwMZoZwgmaH«$e g±S>, 6 {_{_ OmS> IS>r d 10 {_{_ OmS>rMr IS>r `m§Mo {_lU ~°M$ {_Šgßb°ÝQ>_Üò AWdm àË`j OmJoda V`ma H$ê$Z Ë`m_Üò E_.Eg. J«oS>Mo BåbeZ EHy$U{_lrV Ho$boë`m IS>rÀ`m dOZmÀ`m 6% à_mUo dmnê$Z H$moëS> {_Šg {_lUdarbà_mUo V`ma Ho$boë`m IÈ>`m§_Üò ~°M$ {_Šg ßb°ÝQ>nmgyZ àË`j OmJoda dmhVyH$(nwUo _ZnmÀ`m hÔrV H$moR>ohr) H$ê$Z IÈ>`mV aê$Ë`mÀ`m g_nmVirV âUo, ìhm`~o«Q>aamobaZo amo[b§J H$aUo, Ë`mda nwÝhm 100 Mm¡._r. bm 30 {H$bmo `mà_mUo BåbeZ Q>°H$H$moQ> \$dmaUr H$aUo, VX²Z§Va Ë`mda hm`S>o´Q>oS> bmB©_ ngaUo, IÈ>`mÀ`m Mmahr H$S>mBåbeZZo {gb H$aUo, amoqbJ H$aUo B. gd© {bS>, {bâQ> _mb_Oyar, Q>´{\$H$ {Z`§ÌU B.gh nwU©

nW-^mJ 4-23

_o.Q ZBåbeZ dmnê$Z (H$moëS> {_Šg) añË`mdarb bhmZ-_moR>o IÈ>o ~wO{dUo.77886 nW-^mJ 4-23-1 4,373.00

S>oÝg {~Qy>_Z _°H°$S>_ (S>r~rE_ nwa{dUo \$ŠV) nydu Ho$boë`m g~-~og/~og Wamda S>oÝg{~Q>w_Z _°H°$S>_Mm H$_rV H$_r 100 Vo 150 {_{_ AWdm Oéarà_mUo WamgmR>r EHy$U{_ŠgMo dOZmÀ`m 4.5 Q>¸o$ (S>m§~a ìhr.Or-30 J«oS>Mo) S>m§~a nwa{dUo d ngaUogmR>r,S>m§~a H$mog© A°J«rJoQ>, \ mB©Z A°J«rJoQ> ,A°Q>r pñQ´>ntJ E§OQ> `m§Mo {_lU à`moJemioVyZOm°~- {_Šg {S>PmB©Z H$éZ KoUo, _mÝ` hm°Q>{_Šg ßb±Q>_Üò {_{Šg§J H$aUo, {~Q>w_Z:-AmÈg 73 à_mUo d J«oS>tJ _moñQ> ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 10 à_mUo Agmdo.~) H$mog© A°J«rJoQ>:- \ moS>bobr IS>r AWdm H$R>rU _Q>o[a`b 2.36 {_.{_. MmiUrda{eëbH$ am{hb Ago dmnamdo. H$) \ mB©Z A°J«rJoQ>:- \ moS>bobr IS>r, dmiy, AWdmË`m§Mo {_lU 2.36 {_._r. MmiUrVyZ nmg hmoUmao d 75 _m`H«$m°ZMo MmiUrda{eëbH$ am{hb Aem AmH$mamMo, ñdÀN>, H$R>rU, _mVr {da[hV _Q>o[a`b AmÈg2720 à_mUo Agmdo.0.425 {_._r. Mo MmiUrVyZ nmg hmoUmè`m _Q>oo[a`bMm ßb°pñQ>{gQ>r B§S>oŠg 4 nojm OmñV Zgmdm. S>) H$mog© A°J«rJoQ>Mo J«oS>tJ:- _moñQ> ñno{g[\ Ho$eZŠbm°O Q>o~b H«$. 500-8 Zwgma Agmdo. B©) {_Zab [\ ba :-_moñQ> ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 500-9 à_mUo Agmdo.\ ) S>r~rE_ À`m WamMo EHy$U {_lU _moñQ>ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 500-10 Zwgma Agmdo. (ñnog.H«$._m°W©-505) [Q>n:S>m§~a \$aH$mgmR>r S>r.~r E_ Mr KZVm 2.3 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

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{~Q>w_Z _°H°$S>_Mm H$_rV H$_r 100 Vo 150 {_{_ AWdm Oéarà_mUo WamgmR>r EHy$U{_ŠgMo dOZmÀ`m 4.5 Q>¸o$ (S>m§~a ìhr.Or-30 J«oS>Mo) S>m§~a nwa{dUo d ngaUogmR>r,S>m§~a H$mog© A°J«rJoQ>, \ mB©Z A°J«rJoQ> ,A°Q>r pñQ´>ntJ E§OQ> `m§Mo {_lU à`moJemioVyZOm°~- {_Šg {S>PmB©Z H$éZ KoUo, _mÝ` hm°Q>{_Šg ßb±Q>_Üò {_{Šg§J H$aUo, {~Q>w_Z:-AmÈg 73 à_mUo d J«oS>tJ _moñQ> ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 10 à_mUo Agmdo.~) H$mog© A°J«rJoQ>:- \ moS>bobr IS>r AWdm H$R>rU _Q>o[a`b 2.36 {_.{_. MmiUrda{eëbH$ am{hb Ago dmnamdo. H$) \ mB©Z A°J«rJoQ>:- \ moS>bobr IS>r, dmiy, AWdmË`m§Mo {_lU 2.36 {_._r. MmiUrVyZ nmg hmoUmao d 75 _m`H«$m°ZMo MmiUrda{eëbH$ am{hb Aem AmH$mamMo, ñdÀN>, H$R>rU, _mVr {da[hV _Q>o[a`b AmÈg2720 à_mUo Agmdo.0.425 {_._r. Mo MmiUrVyZ nmg hmoUmè`m _Q>oo[a`bMm ßb°pñQ>{gQ>r B§S>oŠg 4 nojm OmñV Zgmdm. S>) H$mog© A°J«rJoQ>Mo J«oS>tJ:- _moñQ> ñno{g[\ Ho$eZŠbm°O Q>o~b H«$. 500-8 Zwgma Agmdo. B©) {_Zab [\ ba :-_moñQ> ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 500-9 à_mUo Agmdo.\ ) S>r~rE_ À`m WamMo EHy$U {_lU _moñQ>ñno{g[\ Ho$eZ Šbm°O Q>o~b H«$. 500-10 Zwgma Agmdo. (ñnog.H«$._m°W©-505) [Q>n:S>m§~a \$aH$mgmR>r S>r.~r E_ Mr KZVm 2.3 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

_o.Q ZS>oÝg {~Qy>_Z _°H°$S>_ (S>r~rE_ nwa{dUo \$ŠV)77887 nW-^mJ 4-24-1 3,499.00

{~Q>w{_Zg _°H$mS>_ -(~rE_ nwa{dUo \$ŠV) S>m§~ar Ho$boë`m n¥ð>^mJmda 75 {_{_./50{_{_.ÑT>r^yV OmS>rMm EHy$U {_ŠgMo dOZmÀ`m 4 Q>¸o$ (S>m§~a VG-30 J«oS>Mo) S>m§~aAgbobm {~Qw>{_Zg _°H$mS>_ nwa{dUo, S>m§~a d IS>r Ja_ H$aUo, Ho §~a ßboQ>Moghmæ`mZoAmdí`H$ H|$~a XoUo. _mÝ` ~°M{_Šg ßb°ÝQ>_Üò {_pŠg¨J H$aUo, _°H$mS>_Mo {_Šg{S>PmB©Z H$éZ KoUo, JwU{Z`§ÌUm§À`m MmMÊ`m KoUo, gd© {bS> {b>>âQ Q´>°[\ H$ {Z`§ÌU,{ZemUr \ bH$ B. gh nyU©.(ñno{g. H«$. E_.Amo.Eg.Q>r .H«$ 504 )A.75 [_._s.OmSs~.�50[_._s.OmSs[Q>n: S>m§~a \$aH$mgmR>r ~r E_ Mr KZVm 2.3 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b

nW-^mJ 4-25

_o.Q Z{~Q>w{_Zg _°H$mS>_ (~rE_ nwa{dUo \$ŠV)77888 nW-^mJ 4-25-1 3,020.00

Añ\ mëQ>rH$ H$m°§H«$sQ> (bmB©_ /{g_|Q> [\ ba dmnéZ) nwa{dUo- S>m§~ar n¥ð>^mJmda25/40 {_{_ X¥T>r^yV OmS>rMo EHy$U {_Šg _mbmMo dOZmMo 6.2 Q>ŠHo$ (S>m§~aVG-30 J«oS>Mo) S>m§~a Agbobo Añ\ mëQ>rH$ H$m°§H«$sQ> nwa{dUo. Ë`mMm doAatJ ga\o gV`ma H$aUo, gd© àH$maMo _Q>o[a`b nwa{dUo, S>m§~a d IS>r Ja_ H$aUo, _mÝ` ~°M>{_Šgßb°ÝQ>_Üò {_pŠg¨J H$aUo,Añ\ mpëQ>H$ H$m±H«$sQ>Mo Om°~ {_Šg {S>PmB©Z H$éZ KoUo,JwU{Z`§ÌUmÀ`m MmMÊ`m KoUo, gd© {bS> {b>>âQ Q´>°[\ H$ {Z`§ÌU, {ZemUr \ bH$ B. ghnyU©.(bmB©_[\ ba dmnéZ)(ñnog.H«$._m°W©-507 )A.40�[_�_s�OmSs ~.25[_�_s�OmSs[Q>n: S>m§~a \$aH$mgmR>r E.gr. Mr KZVm 2.5 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

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ßb°ÝQ>_Üò {_pŠg¨J H$aUo,Añ\ mpëQ>H$ H$m±H«$sQ>Mo Om°~ {_Šg {S>PmB©Z H$éZ KoUo,JwU{Z`§ÌUmÀ`m MmMÊ`m KoUo, gd© {bS> {b>>âQ Q´>°[\ H$ {Z`§ÌU, {ZemUr \ bH$ B. ghnyU©.(bmB©_[\ ba dmnéZ)(ñnog.H«$._m°W©-507 )A.40�[_�_s�OmSs ~.25[_�_s�OmSs[Q>n: S>m§~a \$aH$mgmR>r E.gr. Mr KZVm 2.5 à{V _oQ´>rH$ Q>Z BVH$s J«mø YaÊ`mV òB©b.

_o.Q ZAñ\ mëQ>rH$ H$m°§H«$sQ> (bmB©_/{g_|Q> [\ ba dmnéZ) nwa{dUo78199 nW-^mJ 4-26-1 4,411.00

Providing and laying Micro surfacing Mix by Micro Surfacing PavingMachineusing Micro Surfacing emulsion @13% by weight of dry stoneaggregate confirming to Type III grading of the particularspecifications @ 12kg/sqm of the road surface, cement 2 % by weight ofdry stone aggregate, chemical additives @ 2 % by weight of stoneaggregates and water as per requirement to make mix flow and spread properlyincluding proportioning, mixing and laying using mechanized mixingand laying unit, cleaning of roads surface,all complete as perspecifications and the direction of the engineer in charge.Micro Surfacing layer thickness 6 to 8 mm Confirming to Type -IIISpecification for work and materials as per IRC: SP81:2010. (The basepreparation for micro-Surfacing will be done by pune MunicipalCorporation) Specification Morth-514

nW-^mJ 4-27

n«[V Mm¡.[_.

Providing and laying Micro surfacing78174 nW-^mJ 4-27-1 200.00

Specification:


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Chapter Name {g_|Q> H$m°H«$Q> , nwcmMo H$m_o , XJS>r ~m§YH$m_ B.Rate In (Rs)


E_-15 H$m°H«§$rQ> H$aUo :nm`mVrb H$m_mgmR>r `§ÌmZo \ moS>bobr 20 {_._r. d 12{_._r. AmH$mamMr IS>r {g_|Q>, dmiy d IS>rMo {_lUmV nmUr Q>mHy$Z `§ÌmZo (H$m±{H«$Q>{_Šga/~°M{_Šg ßbm°ÝQ> )V`ma Ho$bobo ßboZ {g_|Q> H$m±{H«$Q> nwa{dUo. H$Sobm \ ù`mbmdyZ \ m°_© dH©$ V`ma H$aUo, Q>mH$Uo, ngaUo, g_n¥ð> H$aUo, Yw_gUo, H$_rV H$_r 15{Xdg nmUr _maUo, goQ>[a¨J H$aUo, XmQ> H$aUo, AmYma XoUo dJ¡ao nyU©. [Q>n: {g_|Q> 275[H$. J«°. à{V. K._r .

nW-^mJ 5-1

K._r.E_-15 H$m°H«§$rQ> H$aUo77894 nW-^mJ 5-1-3A

4,085.00

E_-10 à_mUmVrb ßboZ H$m°{H«$Q> 50 % ßb_gh nwbmMo {nAg©, A°~Q>_|Q>B.Ama.gr.gr H$m_mgmR>r nwa{dUo,A°~Q>_|Q, [aQ>oqZJ dm°ëg B. _Üò Xa 3 Mm¡._r.bm 1`m à_mUmV drn hmoëg CVmam_Üò ~g{dUo. `§ÌmZo \$moS>>bobr 20 {_._r AmH$mamMrIS>r dmnaUo, `mV ~marH$ dmiw hr Am`.Eg.383 Zwgma Agmdr \ ù`m§Mo AmYma,nhmS> H$aUo, g|Q>[a¨J H$aUo, \ m°_© dH©$ H$aUo, Yw_gUo, ìhm`~o«Q>a dmnaUo, g_n¥ð H$aUo,nmUr _maUogh nyU©. [Q>n: {g_|Q>120 [H$.J«°.à{V.K._r

nW-^mJ 5-2

K._r.E_-10 à_mUmVrb ßboZ H$m°{H«$Q> 50 % ßb_gh nwbmMo {nAg©, A°~Q>_|Q>77898 nW-^mJ 5-2-1 2,718.00

nwbmMo {nAg©, A°~Q>_|Q> B.Mo Ama.gr.gr.H$m_mgmR>r ImË`mMo gwMZoZwgma gë\o Q>ao{PñQ>|Q> {g_|Q> dmnéZ 1:3:6 à_mUmVrb ßboZ {g_|Q> H$m±{H«$Q> 15% ßb_gh nwa{dUo dQ>mH$Uo, A°~Q>_|Q, [aQ>oqZJ dm°ëg B. _Üò Xa 3 Mm¡._r.bm 1 `m à_mUmV drn hmoëgCVmam_Üò ~g{dUo. `§ÌmZo\$moS>>bobr 20 {_._r AmH$mamMr IS>r dmnaUo, `mV \ ù`m§MoAmYma, nhmS> H$aUo, g|Q>[a¨J H$aUo, \ m°_© dH©$ H$aUo, Yw_gUo, ìhm`~o«Q>a dmnaUo,g_n¥ð> H$aUo, nmUr _maUogh nyU©.

nW-^mJ 5-3

K._r.gë\o Q> ao{PñQ>|Q> {g_|Q> dmnéZ 1:3:6 à_mUmVrb ßboZ {g_|Q> H$m±{H«$Q> 15% ßb_ghnwa{dUo

77899 nW-^mJ 5-3-1 3,187.00

Am`.Eg.Am`.à_mUrV _mÝ` CËnmXH$mH$S>rb _mÝ` XOm©Mo _mB©§ëS> ñQ>rb,Q>°mañQ>rb/Q>r.E_.Q>r.E\$.B©-500 OmJoda nwa{dUo. Ama.gr.gr {S>PmB©Z, S´>m±BªJ Am{UgwMZoZwgma bmoI§S> H$mnUo, VmoS>Uo, dmH${dUo d Ama.gr.gr.H$m_mMo pñQ>bMo qnOao(ñHo$boQ>Z) CXm.~r_,ñb°~ dJ¡ao V`ma H$aUo, gwMZoà_mUo`mo½` OmJoda d H$moUË`m{hnmVirda ~m§YUo, AmYma XoD$Z Cô H$aUo, VgoM ImË`mÀ`m gwMZoZwgmaà`moJemio_Üò JwUdËVm MmMÊ`m KoUo, ~mB©qS>J dmàg{hV VgoM gd© brS> {bâQ>ghnyU©._mÝ`Vm àmá EO§Q> AWdm _w»` {Z_m©Ë`mH$Sy>ZM pñQ>b {dH$V KoUo. Qr>n:- {eëbH$VwH$S>çm§Mo _moO_mn {Xbo OmUma Zmhr.(ñno{g.H«$.~r.Ama. 35 H«$.134)

nW-^mJ 5-4


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nmVirda ~m§YUo, AmYma XoD$Z Cô H$aUo, VgoM ImË`mÀ`m gwMZoZwgmaà`moJemio_Üò JwUdËVm MmMÊ`m KoUo, ~mB©qS>J dmàg{hV VgoM gd© brS> {bâQ>ghnyU©._mÝ`Vm àmá EO§Q> AWdm _w»` {Z_m©Ë`mH$Sy>ZM pñQ>b {dH$V KoUo. Qr>n:- {eëbH$VwH$S>çm§Mo _moO_mn {Xbo OmUma Zmhr.(ñno{g.H«$.~r.Ama. 35 H«$.134)

_o.Q ZAm`.Eg.Am`.à_mUrV _mÝ` CËnmXH$mH$S>rb _mÝ` XOm©Mo _mB©§ëS> ñQ>rb qH$dm Q>°mañQ>rb nwa{dUo

77904 nW-^mJ 5-4-1 60,035.00

ZH$mem {S>PmB©Z d gwMZoà_mUo ñQ´>ŠMab ñQ>rb nwa{dUo, H$mnUo, dopëS>¨J H$aUo,~mopëQ>>¨J H$aUo, ~g{dUo, H$moUË`mhr C§Mrda Cô H$aUo, àm`_a d E§Q>r H$aoPw`ìh Am°Bb>n|Q>Mo XmoZ hmV XoUo.B.nyU©. Qr>n: {eëbH$ VwH$S>çmMo _moO_mn {Xbo OmUma Zmhr.

nW-^mJ 5-5

_o.Q ZZH$mem {S>PmB©Z d gwMZoà_mUo ñQ´>ŠMab ñQ>rb nwa{dUo, H$mnUo, dopëS>¨J B.77905 nW-^mJ 5-5-1 60,188.00

nwbmMo / H$ëìhQ>©Mo ñb°~Mo EŠgnmÝeZ Om°B©Q> gmR>r 18 {_._r. {à_moëS>oS> {~Qw>_oZ Om°§B©Q>[\ ba nwa{dUo d OmJoda gwMZoà_mUo ~g{dUo. gd© _mb-_Owar {bS> {bâQgh nyU©.(ñno{g.H«$.~r.Ama. 43 H«$.138)

nW-^mJ 5-6

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3 [_�_s embr_ma Q>mB©n Q>ma nona ~oA[a¨J n°S> nwa{dUo, OmJoda ~g{dUo, gd© _mb_Oyar,brS> {bâQgh B. nyU©

nW-^mJ 5-7

n«[V Mm¡.[_.

3 {_._r. OmS>rMo embr_ma Q>mB©n Q>ma nona77910 nW-^mJ 5-7-1 87.00

nwbmMo A°~Q>_|Q>Mo _mJo S>~amMr âmB© H$aUo, gd© _mb _Oyar brS> {bâQgh B. nyU©.nW-^mJ 5-8

K._r.A°~Q>_|Q>Mo _mJo S>~amMr âmB© H$aUo, gd© _mb _Oyar brS> {bâQgh B. nyU©.77911 nW-^mJ 5-8-1 752.00

nwbmMo A°~Q>_|Q>, [aQ>oqZJ dm°ëg B. _Üò drn hmoëg Q>mH$UogmR>r 100 {_._r. ì`mgmMo_mÝ` XOm©Mo Egr./nr.ìhr.gr. nmB©ßg H$m_mMo OmJoda nwa{dUo, gd© gm{hË`, brS>{bâQ B. gh nyU©

nW-^mJ 5-9

a._r.100 {_._r. ì`mgmMo Egr./nr.ìhr.gr. nmB©ßg drn hmoëg gmR>r77913 nW-^mJ 5-9-1 64.00

nwbmMo aoqbJ H$aUo -aoqbJgmR>r 150 � 80 _mnmMo 1.25 _r. C§MrMoAm`.Eg.E_.~r.nmoñQ> AmVrb ~mOyg gw_mao 4 g|._r.Vo 5g|._r.EdT>o JmobmB©EdT>o(ZH$mem_Üò Xe©{dë`mà_mUo)dmH${dUo, nmoñQ>À`m VimV 250 � 250 �10 {_._r._mnmMr ~ogßboQ> doëS>tJ H$éZ 30 g|._r. C§MrÀ`m H$m±{H« Q> H$~©_Üògw_mao 2.50 _r.g|Q>a Qy> g|Q>a A§Vamda ~g{dUo. H$~©À`m 20 g|._r. C§MrnmgyZ gw_mao 20 g|._r. g|Q>a Qy>g|Q>a A§Vamda Am`.Eg. E_. ~r._Üò hmoëg KoD$Z Ë`m_Üò 50 _._r.ì`mgmMo"~r'Šbmg Or.Am`. nmB©ßg Mma AmoirV ~g{dUo, g§nyU© aoqbJda àm`_a _méZ Am°B©bn|Q>Mo XmoZ hmV _maUo. B .nyU©. (H$m±{H«$Q> H$~©gmR>r H$m±{H«$Q>Mm ñdV§Ì Am`Q>o_ YaUoAmdí`H$ Amho.)

nW-^mJ 5-10


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Rate In (Rs)


Am`.Eg.E_.~r.nmoñQ> AmVrb ~mOyg gw_mao 4 g|._r.Vo 5g|._r.EdT>o JmobmB©EdT>o(ZH$mem_Üò Xe©{dë`mà_mUo)dmH${dUo, nmoñQ>À`m VimV 250 � 250 �10 {_._r._mnmMr ~ogßboQ> doëS>tJ H$éZ 30 g|._r. C§MrÀ`m H$m±{H« Q> H$~©_Üògw_mao 2.50 _r.g|Q>a Qy> g|Q>a A§Vamda ~g{dUo. H$~©À`m 20 g|._r. C§MrnmgyZ gw_mao 20 g|._r. g|Q>a Qy>g|Q>a A§Vamda Am`.Eg. E_. ~r._Üò hmoëg KoD$Z Ë`m_Üò 50 _._r.ì`mgmMo"~r'Šbmg Or.Am`. nmB©ßg Mma AmoirV ~g{dUo, g§nyU© aoqbJda àm`_a _méZ Am°B©bn|Q>Mo XmoZ hmV _maUo. B .nyU©. (H$m±{H«$Q> H$~©gmR>r H$m±{H«$Q>Mm ñdV§Ì Am`Q>o_ YaUoAmdí`H$ Amho.)

a._r.nwbmMo aoqbJ H$aUo.77918 nW-^mJ 5-10-1 2,000.00

Q>m°añQ>rb S>m°dob ~ma ~g{dUo - 20 {_._r. ì`mgmMo S>m°dob ~ma ~g{dUo. Ë`mgmR>rIS>H$m_Üò 50 {_._r. ì`mgmMo ~maÀ`m AÜ`m© bm§~rEdT>o hmob nmS>Uo d Ë`m_Üò S>m°dob ~ma ~gdyZ {g_|Q> J«mD$qQ>J H$aUo ({S>dm°Q>atJgh) B. nyU©.

nW-^mJ 5-11

à{V ZJ1.50 _r bm§~rMo S>m°dob~ma77919 nW-^mJ 5-11-1 305.00

à{V ZJ2.0 bm§~rMo S>m°dob~ma77920 nW-^mJ 5-11-2 390.00

{Z`§{ÌV[aË`m `§ÌmZo {S>PmB©ZZwgma {_lU Ho$bobo {g_|Q> H$m°H«$s¨Q> nybmMo nrAa A°~oQ>_|Q>darb gbmoh H°$n, S>Q>© dm°b, hoS>g©, B. H$m_mgmR>r nwa{dUo d ngaUo, {_Šg{S>PmB©ZZwgma Amboë`m AmH$mamMr IS>r dmnaUo, ~marH$ dmiw hr Am`.Eg.383 ZwgmaAgmdr \ ù`m§Mo AmYma XoUo, nhmS> H$aUo, g|Q>[a¨J H$aUo, Yw_gUo, ìhm`~«oQ>a dmnéZMmonUo, g_n¥ð> H$aUo, 14 {Xdg nmUr _maUo B. nyU©. (doimodir {_Šg {S>PmB©ZH$aÊ`mMm d Ama.E_.gr.Mm IM© `m Am`Q>¡__Üò g_m{dï> Amho, VgoM {g_|Q>Mon[a_mU Am` Eg _Üò dmnaUo ~§YZH$maH$ Amho)(ñno{g.H«$._m°W©-1700)

nW-^mJ 5-12

K._r.E_-20 H$m±{H«$Q> (Q>rn : {g_|Q> 325 [H$. J«°. à{V K._r.)77937 nW-^mJ 5-12-1 4,541.00




K._r.E_ 40 H$m±H«$sQ> (Q>rn : {g_|Q> 425 [H$. J«°. à{V K._r.)77941 nW-^mJ 5-12-5 5,275.00

[Z`§{ÌV[aË`m `§ÌmZo {S>PmB©ZZwgma {_lU Ho$bobo {g_|Q> H$m°H«$s¨Q>, nwbmMo Ama.gr.gr.ñb°~À`m H$m_mgmR>r nwa{dUod ngaUo, {_Šg{S>PmB©ZZwgma Amboë`m AmH$mamMr IS>rdmnaUo, ~marH$ dmiw hr Am`.Eg.383 Zwgma Agmdr \ ù`m§M AmYma XoUo, nhmS>H$aUo, g|Q>[a¨J H$aUo, Yw_gUo, ìhm`~«oQ>a dmnéZ MmonUo, g_n¥ð> H$aUo, 14 {Xdg nmUr_maUo B. nyU©.(doimodoir {_Šg {S>PmB©Z H$aÊ`mMm IM© d Ama.E_.gr.Mm IM© `mAm`Q>o__Üò g_m{dï> Amho, VgoM {g_|Q>Mo n[a_mU Am` Eg H$moS>Zwgma H$m_m_ÜòdmnaUo ~§YZH$maH$ Amho) (ñno{g.H«$._m°W©-1700)

nW-^mJ 5-13


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ñb°~À`m H$m_mgmR>r nwa{dUod ngaUo, {_Šg{S>PmB©ZZwgma Amboë`m AmH$mamMr IS>rdmnaUo, ~marH$ dmiw hr Am`.Eg.383 Zwgma Agmdr \ ù`m§M AmYma XoUo, nhmS>H$aUo, g|Q>[a¨J H$aUo, Yw_gUo, ìhm`~«oQ>a dmnéZ MmonUo, g_n¥ð> H$aUo, 14 {Xdg nmUr_maUo B. nyU©.(doimodoir {_Šg {S>PmB©Z H$aÊ`mMm IM© d Ama.E_.gr.Mm IM© `mAm`Q>o__Üò g_m{dï> Amho, VgoM {g_|Q>Mo n[a_mU Am` Eg H$moS>Zwgma H$m_m_ÜòdmnaUo ~§YZH$maH$ Amho) (ñno{g.H«$._m°W©-1700)




K._r.E_ 35 H$m°H«$sQ> (Q>rn : {g_|Q> 425 [H$. J«°. à{V K._r.)77945 nW-^mJ 5-13-4 5,458.00


Dry lean Cement Concrete Sub-Base Construction of dry lean cementsub-base over prepared sub grade with coarse and fine aggregateconfirming to IS 383 the size of coarese aggregate not exceeding 25mm aggregate gradiation after blending to be as per Table 600-1,cement concrete not to be less than 150 kg/cum optimum moisture content tobe determined during trial length construction, concrete strengthnot to be less than 10 Mpa at 7 days, mixed in batching plant, transported tosite, laid with paver with electronic sensor, compacting with 8-10tonne vibratory roller, finishing and curing.(MORTH specfication no.601)

nW-^mJ 5-14

K._r.Dry lean Cement Concrete Sub-77947 nW-^mJ 5-14-1 2,431.00

Cement Concrete Pavement : (M40) Construction of unreinforced, doweljointed, plain cement concrete pavement over prepared sub base with43 grade cement @ 425 Kg per cum, coarse and fine aggregate (50%River sand and 50%crushed sand) confirming to IS 383, max size of coarseaggregate not exceeding 25 mm, mixed in a batching plant as perapproved mix design, transported to site,(Including RMC) laid withfixed form or slip form paver, spread, compacted and finished in acontinuous operation including provision of construction, expansion,construction and longitudinal joints, joint filler, 75mm micronseparation membrane, sealant primer, joint sealant with polysulphied andbaker rod, debonding strip, dowel bar at every 4.5m intervel, tie rod,admixtures as approved, curing compound, finishing to lines and grades asper drawing.(MORTH specfication no.602 )

nW-^mJ 5-15


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fixed form or slip form paver, spread, compacted and finished in acontinuous operation including provision of construction, expansion,construction and longitudinal joints, joint filler, 75mm micronseparation membrane, sealant primer, joint sealant with polysulphied andbaker rod, debonding strip, dowel bar at every 4.5m intervel, tie rod,admixtures as approved, curing compound, finishing to lines and grades asper drawing.(MORTH specfication no.602 )

K._r.Cement Concrete Pavement (M-40) by using Fix Form Paver77948 nW-^mJ 5-15-1 6,069.00

K._r.Cement Concrete Pavement (M-40) by using SlipForm Paver77949 nW-^mJ 5-15-2 6,242.00

Construction of rolled cement concrete base course with coarse an fineaggregate confirming to IS:383 the size of coarse aggregate notexceeding 25 mm with minimum aggregate cement ratio 15:1 an min.cement content of 200 kg/cum, aggregate gradation to be as per Table600-4 after blending mixing in batching plant at optimum moisturecontent, transporting to site, laying with paver with electronic sensor,compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve thedesigned flexural strength, finishing and curing

nW-^mJ 5-16

K._r.Construction of rolled cement concrete base course with coarse an77950 nW-^mJ 5-16-1 2,800.00

n«[V Mm¡.[_.

Providing and laying 75 micron plastic sheet over slab base beforelaying PQC (INCLUDING OVERLAPS) etc. completeas perspecified and as directed.

78200 nW-^mJ 5-18 8.00

Providing and fixing high density polythene pipes of approved quality tofit around the dowel bars of 32 mm dia. left at the end of expansion joint.Duly greased inside the pipes and around the dowel bars and pipe dulycorked with suitable capping at the end as directed

nW-^mJ 5-19

a._r.Providing and fixing high density polythene pipes78182 nW-^mJ 5-19-1 30.00

Cutting construction and dummy joints of PQC slab by mechanical means asdirected.

nW-^mJ 5-20


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Rate In (Rs)


a._r.Cutting construction and dummy joints of PQC slab by mechanical means asdirected.

77959 nW-^mJ 5-20-1 25.00

Providing and placing 5mm thick thermcole in transverse dummy jointand longitudinal construction joints immediately after cutting ofjoints ans removing the same before dressing these joints

nW-^mJ 5-21

a._r.Providing and Placing 5mm thick Thermacole77958 nW-^mJ 5-21-1 5.00

Sealing of joints with polysulphide with baker rod sealing compoundconfirming to I.S. :1834-1984 including cleaning of joints byblower,application of primer etc.

nW-^mJ 5-22

a._r.Transverse dummy joints77961 nW-^mJ 5-22-1 70.00

a._r.Longitudinal contraction joints.77962 nW-^mJ 5-22-2 60.00

a._r.Expansion joints (25 mm deep & 20 mm wide)77963 nW-^mJ 5-22-3 50.00

[H .J«m_ñQ´>ŠMab pñQ>b _Yrc nmdgmir nmÊ`mÀ`m M|~g©darc Omù`m, _°Zhmoc H$ìhg© dBÝñnooŠeZ M|~a H$ìhg©, qhOog d cm°qH$J A°a|O_|Q>gh nwa{dUo d ~g{dUo

77964 nW-^mJ 5-23 60.00

àrH$mñQ> H$~© nwa{dUo d ~g{dUo E_-20 J«oS> XOm©Mo {g_|Q> H$m±H«$sQMo EH$m AWdm XmoÝhr~mOycm ñcmon Agcoco àrH$mñQ> H$~© añË`mda ñno{g.d {S>PmB©Z ZH$memZwgma nwa{dUod ~g{dUo d Ë`m§Zm ì`dpñWV[aË`m 1:2 {g_|Q> _m°Q>©aZo {\${ZqeJ H$aUo, EH$m Wam_ÜòamoS> _m{Hª$J n|Q>Zo (_mÝ` XOm©) n|qQ>J H$aUo B. nyU©gXa ~m~rg ^mddmT> gwÌ/ ñQ>ma aoQ> bmJy Zmhr.

nW-^mJ 5-24

a._r.0.15 _r.OmS> � .45 _r C§Mr àrH$mñQ> H$~© nwa{dUo d ~g{dUo78204 nW-^mJ 5-24-1 446.00

K._r.ImË`mÀ`m gyMZoZwgma d {Xboë`m ZH$memZwgma àrH$mñQ> H$~© nwa{dUo d ~g{dUo78205 nW-^mJ 5-24-2 6,603.00

Providing & Fixing precast RCC parabolic dividers of C.C.M-20grade on road as per drg., finished neatly with c.m.(1:2) if required,painting the exposed surfaces with coat of road marking paint of approvedcolour & qualityincluding required excavation in concrete road exceptrock and removing the excavated material anywhere in city or suburbanlimit levelling the same as specified & directed. The itemincludes providing & fixing M.S.bars (reinforcement) as perdrawing.for this item escalation/star rate is not applicable

nW-^mJ 5-25


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includes providing & fixing M.S.bars (reinforcement) as perdrawing.for this item escalation/star rate is not applicable

a._r.type-1 0.9 m hight78180 25-1 1,347.00

a._r.Type-2 1.2 m hight78181 25-2 1,588.00

n°am~mo{cH$ AmH$mamMm H$m°H«$s¨Q>Mm añVmXþ^mOH$ nwa{dUo d ~g{dUo :-`m_Üò 600 {__r C§MrMm Vimer 300 {__r é§XrMm d daVr 150 {__r ì`mgmMmAY©dV©wimH$ma (1:1.5:3) {g_|Q> H$m°H«$s¨Q>Mo {_lU dmnê$Z añVmXþ^mOH$ (gmoJQ>rAmH$mamMo) H$aUo. `m_Üò à{V a._r. gmR>r 6 {__r. d 8 {__r. ì`mgmMo 6 [H$cmocm|IS> aoZ\$mog©_|Q> åhUyZ dmnaUo Amdí`H$ Amho. d `mgmR>r Amdí`H$ AgUmar S>m§~arañVm [H¨$dm _mVr_Üò ImoXmB© H$aUo gXaMm ãcm°H$ {g_|Q> H$m°H«$s¨Q> nrgrgr (1:4:8) _ÜòKÅ> ~g{dUo. gXaMm Xþ^mOH$ añVæmMo nmVirdaVr 450 {__r d Imcr 150 {__rAgUo Amdí`H$ Amho. gXa H$m_mda [H$_mZ 21 [Xdg nmUr _maUo d VXZ§Va àm`_a dXmoZ hmV _mÝ`Vm àmá H§$nZrMm Am°B©cn|Q> _maUo VgoM g§nyU© añË`mdarc {e„H$ _mVr,amS>amoS>m CMcUo, H$m_mMo [R>H$mUr AnKmV Q>miUogmR>r ~°[aJoQ²>g C^maUo Amdí`H$Amho.(gmo~V OmoS>coë`m Q>mB©n 3 H$m°H$s¨Q> [S>ìhm`S>a à_mUo)gXa ~m~rg ^mddmT> gwÌ/ ñQ>ma aoQ> bmJy Zmhr.

nW-^mJ 5-26

a._r.n°am~mo{cH$ AmH$mamMm H$m°H«$s¨Q>Mm añVmXþ^mOH$ nwa{dUo d ~g{dUo78183 nW-^mJ 5-26-1 1,347.00

Providing &Laying ultra thin white topping : (M40) Construction ofunreinforced, dowel jointed, plain cement concrete pavement overprepared sub base with 43 grade cement @ 425 Kg per cum, coarse andfine aggregate(50% River sand and 50%crushed sand) confirming toIS 383, max size of coarse aggregate not exceeding 25 mm, mixed in abatching plant as per approved mix design, transported to site,(Including RMC) laid with fixed form or slip form paver or screedvibrator as directed by engineer encharge, spread, compacted andfinished in a continuous operation including provision of construction,expansion, construction and longitudinal joints, joint filter, separationmembrane, sealant primer, joint sealant, with polysulphied and bakerrod, debonding strip, dowel bar at every expansion joint, tie rod, admixturesgeosythetic fiber mesh @ of 1.8 kg per cum as approved, curing compound,finishing to lines and grades as per drawing. (IRC specficationno.15)

nW-^mJ 5-27


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Rate In (Rs)


membrane, sealant primer, joint sealant, with polysulphied and bakerrod, debonding strip, dowel bar at every expansion joint, tie rod, admixturesgeosythetic fiber mesh @ of 1.8 kg per cum as approved, curing compound,finishing to lines and grades as per drawing. (IRC specficationno.15)

K._r.Providing &Laying ultra thin white topping : (M40)78184 nW-^mJ 5-27-1 6,214.00

Cement - Flyash Concrete Pavement. (self compacted concrete)Construction reinforced, dowel jointed, plain cement concretepavement over a prepared sub base with 43 grade cement, coarse and fineaggregate conforming to IS 383, maximum size of coarse aggregate notexceeding 25 mm, replacing cement by fly ash to the extent of 15 percent and sand by 10 per cent, mixed in a batching and mixing plantas per approved mix design, transported to site, laid with a fixed form or slipform paver, spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant with polysulphied and baker rod, debonding strip,dowel bar, tie rod, admixtures as approved, curing compound, finishing tolines and grades as per drawing

nW-^mJ 5-28

n«[V Mm¡.[_.

"Cement - Flyash Concrete Pavement. (self compacted concrete)77974 nW-^mJ 5-28-1 6,447.00

Scabling Work : Roughing of concrete Pavement of any grade withspecilised mechanically operated penumatic scrabing machine up torequired depth & profile for roughness as approved by engineer in chargewith all cleaning & including necessary compressed air supply & otherall tools , plants & required consummables etc all complete

nW-^mJ 5-29

n«[V Mm¡.[_.

Scabling Work :77975 nW-^mJ 5-29-1 225.00

Guniting by drymix procees as per IS 9012 (1978)in cement mortar 1:2applied under presure of 2.1Kg to 2.8Kg per Sqcm with compressorincluding forms,scoffolding, floating,cleaning the surface andcuring for 14 days etc.(Morth specfication no.2807)

nW-^mJ 5-30


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Rate In (Rs)


applied under presure of 2.1Kg to 2.8Kg per Sqcm with compressorincluding forms,scoffolding, floating,cleaning the surface andcuring for 14 days etc.(Morth specfication no.2807)

n«[V Mm¡.[_.

Guniting concrete surface77976 nW-^mJ 5-30-1 1,244.00

Providing & laying steel gabions of maccaferri or equivalant type ofrequried sectionIncluding boxes made of meachanically woven, double Twisted, hexagonalshaped steel wire mesh Gabions as per En standerds mesh type 10 x 12 as perEN 10223, edges are to be mechanically sevedged made ofheavielly ( Zn+PVC) coated G.I. wire as per B.S. 443 mesh wire 3 mmdie & edge wire dia 3.9mm dia of maccaferri type or equivalant type &filled with 20 to 50 kg Weight trap Stones, including coneying withall leads & liftes and required placesing at Required places inrequired line, level, slope, section as directed.Etc completeUnder tidal condition.

nW-^mJ 5-31

K._r.Gabions of size - 1 x 1 x 1 M77978 nW-^mJ 5-31-1 2,071.00

K._r.Gabions of size - 1.5 x 1 x 1 M77979 nW-^mJ 5-31-2 2,049.00



K._r.Gabions of size - 4 x 1 x 0.5 M77982 nW-^mJ 5-31-5 1,853.00


K._r.Gabions of size - 1.5 x 1 x 0.5 M77984 nW-^mJ 5-31-7 2,210.00


Providing & laying box type flexible gabions of required size and rope of10 mm dia polpropylene Material four stars and mesh of 150mm x 150mm size.Filled with hand packed stones of 20 to 50 kG in Weight so as to givetotal mass required with all leads and lifts including fusing top ofgabions Tying to each other and laying to required line, level, slope,section as directed. Etc Complete under tidal condition.

nW-^mJ 5-32


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Rate In (Rs)


total mass required with all leads and lifts including fusing top ofgabions Tying to each other and laying to required line, level, slope,section as directed. Etc Complete under tidal condition.


K._r.Gabions of size - 1.5 x 1 x 1 M77987 nW-^mJ 5-32-2 1,980.00


n«[V Mm¡.[_.

Stamped Concrete :- Thin overlay approximately 1/32" to 5/16"(thickerapplication may be nessecery in some situations) of stamped concrete overlaysover M-20 concrete of 150mm thick-surface, interior, applied smooth,textured or stamped in various patterns and designs using stamps and semlesstexture skins, then antiqued, chemically stained or integrally coloredand sealed with the appropriate coating. Systems sealers or protective topcoats according to the job conditions and specifications. (includingthe cost of M-20 concrete of 150mm thickness)

77989 nW-^mJ 5-33 1,700.00

n«[V Mm¡.[_.

Coloured Concrete :- Providing & applying concrete stencil surface onfrash made concrete. The avairage thickness of stencil surface willbe 1 to 3 mm over the fresh made concrete surface. The compressivestrength of material will be equel to the compressive strength ofconcrete as the surface in an integral part of the concrete, laid inproper position, levelling, filling joints with stone dust, cleaningincluding loading,unloading, transoporting etc. complete asdirected by Engineer in charge and as per additionalspecification attached.

78209 nW-^mJ 5-34 731.00

gr.Eb.Eg.E_.nwa{dUo d Q>mH$Uo …- añË`mda gpìh©g bmB©Z H$[aVm Ho$boë`m ImoXmB©À`mnwZ©âUrH$[aVm gr.Eb.Eg.E_. nwa{dUo `mgmR>r gr.Eb.Eg.E_ H$[aVm b°~ _ÜòVm§{ÌH$ ~m~tMr VnmgUr H$ê$Z Om°~ {_Šg OmoS>Uo. `m_Üò H$_rV H$_r {g_|Q> 200{H$bmo.âbmÀ°e 300 Vo 400 {H$bmo.à{V.K._r.VgoM H«$e g°ÝS>,\$moq_J EO§Q>CXm.~r.E.Eg.E\$/_m°H«$moEAa-720 H§$nZr A°S>{_ŠMa Ama.B©.Amo.-822 B.KQ>H$m§Mmg_mdoe AgUo Amdí`H$ Amho.gXa _Q>oar`b âbmodo~b H$m±H«$sQ> åhUyZ dmnamd`mMoAmho. `m H$[aVm H$m±H«$sQ> ~°M{_Šg ßb±ÝQ> _YyZ _Q>o[a`b V`ma H$ê$ZAma.E_.gr.Q´>mpÝPQ> {_ŠgaìXmao àË`j H$m_mÀ`m {R>H$mUr nwa{dUo,g_nmVirV H$aUo dŠ`w[a¨J H$aUo B. ~m~tMm g_mdoe Amho. ñno{g{\$Ho$eZ ASTM D 4832-88 Zwgma

nW-^mJ 5-35


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06/05/14 2:00Page 34 of 65

Rate In (Rs)


Amho. `m H$[aVm H$m±H«$sQ> ~°M{_Šg ßb±ÝQ> _YyZ _Q>o[a`b V`ma H$ê$ZAma.E_.gr.Q´>mpÝPQ> {_ŠgaìXmao àË`j H$m_mÀ`m {R>H$mUr nwa{dUo,g_nmVirV H$aUo dŠ`w[a¨J H$aUo B. ~m~tMm g_mdoe Amho. ñno{g{\$Ho$eZ ASTM D 4832-88 Zwgma

K._r.gr.Eb.Eg.E_.nwa{dUo d Q>mH$Uo …-78210 nW-^mJ 5-35-1 4,165.00

Extra over and above for providing Ready Mix Concrete at sitenW-^mJ 5-39

K._r.77952 nW-^mJ5-39-39

0.00

Specification:


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Chapter Name nXnWmMr H$m_oRate In (Rs)


XJS>r H$~©ñQ>moZ / \ aer ImoXyZ H$mT>Uo : nXnWmMo H$S>og Agbobo XJS>r H$~©ñQ>moZ /\aer ImoXyZ H$mT>Uo. gwMZoà_mUo _ZnmMo H$moUË`mhr H$moR>rn`ªV qH$dm _ZnmMo hÔrVaMyZ H$moR>ohr CVa{dUo, aMyZ R>odUo d BVa AZwfm§{JH$ H$m_o gd© brS> {bâQ gh nyU©.

nW-^mJ 6-1

a._r.XJS>r H$~©ñQ>moZ/ \ aer ImoXyZ H$mT>Uo.77991 nW-^mJ 6-1-1 30.00

BÝQ>abm°H$s¨J ãbm°Šg nwa{dUo d ~g{dUo. 1:2 à_mUmVrb Mmiboë`m dmiyMo _m°Q>©a_Üòa§JrV J«o noìhtJ ãbm°Šg nwa{dUo, X~mB© Ho$boë`m _wé_mÀ`m n¥ð>^mJmda 50 {_{_ OmS>rMmdmiyMm/J«rQ>Mm Wa nga{dUo, ñH«$sS> ìhm`~«oQ>aMo X~mB©/boìhb H$aUo, X~mB© Ho$boë`mdmiyÀ`m n¥ð>^mJmda noìhtJ ãbm°Šg ~gdyZ XOm©_Üò Mmibobr aoVr âUo. VgoM H$~uJbJVÀ`m noìhtJ ãbm°Šg d H$~vJ `m _Yrb nmoH$ir_Üò 1:1{g_|Q> _m°Q>©a_Üò XOm©âUo, ìhm`~«oQ>a/H$m°ån°ŠQ>aÀ`m ghmæ`mZo X~mB© H$aUo, nmUr _maUo, gd© gm{hË` _Q>o[a`b rS> {b\Q> gh nyU©. gXa ãbm°ŠgÀ`m Amdí`H$VoZwgma JwU{Z`§ÌUmÀ`m MmMÊ`mKoUo Amdí`H$ Amho.Q>rn :- BÝQ>abm°H$s¨J ãbm°Šg nwa{dUo d ~g{dUo `m ~m~rcm ñQ>ma aoQ> AWdm ^mddmT>gyÌ AZwko` Zmhr. (ñno{g.Am`.Ama.gr-Eg.~r-63-2004)

nW-^mJ 6-2

n«[V Mm¡.[_.

60 Vo 65 {__r. OmS>r E_-25 H$m±H«$sQ> J«oS>77992 nW-^mJ 6-2-1 509.00

n«[V Mm¡.[_.

60 Vo 65 [__r. OmS E_-25 H$m±H«$sQ J«oS> (c°H$am {\${Ze noìha ãbm°H$>)77993 nW-^mJ 6-2-2 622.00

n«[V Mm¡.[_.

80 [__r. OmS E_-40 H$m±H«$sQ J«oS>77994 nW-^mJ 6-2-3 847.00

n«[V Mm¡.[_.

100 {__r. OmS E_-50 H$m±H«$sQ J«oS>77995 nW-^mJ 6-2-4 959.00

n«[V Mm¡.[_.

60 Vo 65 [__r. OmS E_-40 H$m±H«$sQ J«oS> (em°Q> ãbmñQ>oS noìha ãbm°H$>)78203 nW-^mJ 6-2-5 1,072.00

nXnWmÀ`m H$S>oZo OwZo XJS> / a\$ ehm~mX H$~uJ H$moUVohr ZwH$gmZ Z H$aVm ImoXyZH$mT>Uo, Oéarà_mUo OwZo XJS> KS>{dUo, Amdí`H$ Ë`m nmVirV, bmB©Z_Üò 1:3:6 `mà_mUmV 25 g|._r.. é§X d 15 g|._r.. OmS> {g_|Q> H$m§[H«$Q>Mo nm`m_Üò nwZ: nŠH$o~g{dUo, XmoZ H$~©ñQ>moZ_Yrb gm§Ü`mVrb A§Va 12 {__r nojm OmñV Z R>odUo, 1B§MImobrn`©V Om°B©Q> CH$aUo. 1:2 `m à_mUmVrb {g_|Q>À`m {_lUmV XOm© âUo, nmUr_méZ Š`watJ H$aUo, gd© gm{hË` brS>,{bâQ _Oyargh nyU©.

nW-^mJ 6-3


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Rate In (Rs)


~g{dUo, XmoZ H$~©ñQ>moZ_Yrb gm§Ü`mVrb A§Va 12 {__r nojm OmñV Z R>odUo, 1B§MImobrn`©V Om°B©Q> CH$aUo. 1:2 `m à_mUmVrb {g_|Q>À`m {_lUmV XOm© âUo, nmUr_méZ Š`watJ H$aUo, gd© gm{hË` brS>,{bâQ _Oyargh nyU©.

a._r.nXnWmÀ`m H$S>oZo OwZo XJS> H$moUVohr ZwH$gmZ Z H$aVm ImoXyZ H$mT>Uo d nwÝhm ~g{dUo.77996 nW-^mJ 6-3-1 150.00

aoqbJ H$mT>Uo/ gmoS>{dUo d gwMZoà_mUo OmJoda EH$Ì aMyZ R>odUo, aoqbJMo nmoñQ>O{_ZrVrb H$m±{H«$Q> VmoSy>Z ~mOybm H$mT>Uo, O_m H$aUo B.nyU©.

nW-^mJ 6-4

n«[V Mm¡.[_.

aoqbJ H$mT>Uo/ gmoS>{dUo.78004 nW-^mJ 6-4-1 35.00

_mÝ` XOm©Mm hm°Q> W_m}ßb°pñQ>H$ amoS> _m{H©§$Jn|Q> nwa{dUo. ao[PZgh a§J d 10% _mÝ`½bmg ~rS> nwadyZ OmJoda ì`dpñWV[aË`m Q>ongh _m{H©$§J H$éZ Amdí`H$Voà_mUoOmJoda a§J{dUo. dmhVH$$ H$aUo. ahXmarg AS>Wim Z hmoVm H$moÝg, bmB©Z Xmoar dAmdí`H$ Vo ahXmarMo \ bH$ nwa{dUo. gXa a§J, a§J{dë`mZ§Va H$_rV H$_r XmoZ df©{Q>H$Uo Amdí`H$ Amho. B. nyU©.(ñnog.H«$._m°W©-803)

nW-^mJ 6-5

n«[V Mm¡.[_.

nm§T>am a§J78006 nW-^mJ 6-5-1 343.00

n«[V Mm¡.[_.

{ndim a§J78007 nW-^mJ 6-5-2 353.00

H°$Q>gš Am` - nm°crH$m~m©oZoQ>nmgyZ V`ma Ho$coco d Cƒ XOm©Mo namdV©Z n°Zoc Agcoco_m`H«$mo{àP_°Q>rH$ aoS>r`_ Agcocm EgQ>rE_S>r-4280 XOm©Mm Cƒ namdV©Z H$aÊ`mMrúm_Vm Agcocm aoÁS> noìh_|Q> amoS> ñcwBg A°S>hoOrìhMm dmna H$éZ ImË`mÀ`m_mJUrZwgma / gwMZoZwgma añË`mÀ`m _Ü`dVu aofm, añË`mÀ`m/{S>ìhm`S>aÀ`m H$S>ocmqH$dm Amdí`H$ VoWo '' H°$Q>g² Am`'' nwadUo d ~gdUo.

nW-^mJ 6-6

à{V ZJe±H$ gh78008 nW-^mJ 6-6-1 275.00

à{V ZJ{dZm e±H$78009 nW-^mJ 6-6-2 250.00

BÝQ>abm°H$s¨J ãbm°Šg ~g{dUo.: 1:2 à_mUmVrb Mmiboë`m dmiyMo _m°Q>©a_Üò a§JrV J«oApñVËdmVrc noìhtJ ãbm°Šg H$mTy>Z ~g{dUo, X~mB© Ho$boë`m _wé_mÀ`m n¥ð>^mJmda 50{_{_ OmS>rMm dmiyMm /J«rQ>Mm Wa nga{dUo, ñH«$sS> ìhm`~«oQ>aMo X~mB©/boìhb H$aUo,X~mB© Ho$boë`m dmiyÀ`m n¥ð>^mJmda noìhtJ ãbm°Šg ~gdyZ XOm©_Üò Mmibobr aoVrâUo. VgoM H$~uJ bJVÀ`m noìhtJ ãbm°Šg d H$~vJ `m _Yrb nmoH$ir_Üò 1:1{g_|Q> _m°Q>©a_Üò XOm© âUo, ìhm`~«oQ>a/H$m°ån°ŠQ>aÀ`m ghmæ`mZo X~mB© H$aUo,nmUr_maUo,gd© gm{hË` _Q>o[a`b brS> {b\Q> gh nyU©. gXa ãbm°ŠgÀ`m Amdí`H$VoZwgmaJwU{Z`§ÌUmÀ`m MmMÊ`m KoUo Amdí`H$ Amho.(ñno{g.Am`.Ama.gr-Eg.~r-63-2004)

nW-^mJ 6-7


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Rate In (Rs)


X~mB© Ho$boë`m dmiyÀ`m n¥ð>^mJmda noìhtJ ãbm°Šg ~gdyZ XOm©_Üò Mmibobr aoVrâUo. VgoM H$~uJ bJVÀ`m noìhtJ ãbm°Šg d H$~vJ `m _Yrb nmoH$ir_Üò 1:1{g_|Q> _m°Q>©a_Üò XOm© âUo, ìhm`~«oQ>a/H$m°ån°ŠQ>aÀ`m ghmæ`mZo X~mB© H$aUo,nmUr_maUo,gd© gm{hË` _Q>o[a`b brS> {b\Q> gh nyU©. gXa ãbm°ŠgÀ`m Amdí`H$VoZwgmaJwU{Z`§ÌUmÀ`m MmMÊ`m KoUo Amdí`H$ Amho.(ñno{g.Am`.Ama.gr-Eg.~r-63-2004)

n«[V Mm¡.[_.

BÝQ>abm°H$s¨J ãbm°Šg ~g{dUo.78010 nW-^mJ 6-7-1 172.00

Providing and applying arrows, letters, numbers and symbols made fromreflective “PREFORMED ROAD MARKING MATERIAL having alldimensions as per ‘code of practice for Road Markings IRC 35- 1997,having thickness 2.50 to 3.00 mm on clean, dry and good road surface with30% Glass bead, 20 binder, 10 % pigment and 35 % extendersfillers to achieve material composition as per MOST 803 .4.

nW-^mJ 6-8

à{V ZJa)PRODUCT : ARROW 3.50 M LONG STRAIGHT OR STRAIGHT + LEFTRIGHT OR ONLY LEFT / RIGHT

78011 nW-^mJ 6-8-1 1,483.00

à{V ZJB) PRODUCT : ARROW 5 M LONG STRAIGHT OR STRAIGHT + LEFTRIGHT OR ONLY LEFT / RIGHT

78012 nW-^mJ 6-8-2 2,100.00

[H . _r.PRODUCT : SYMBOL OF CYCLE TRACK & DISABLE D MAN78013 nW-^mJ 6-8-3 1,225.00

à{V ZJPRODUCT : LETTERS & NUMERALS 1250 MM HIGH AND 313 MM WIDE78014 nW-^mJ 6-8-4 550.00

à{V ZJe)PRODUCT : LETTERS & NUMERALS 2500 MM HIGH AND 521 MMWIDE

78015 nW-^mJ 6-8-5 1,600.00

Providing & fixing Prestressed precast-L shape kerb stone:-Using 2low relaxation pre-stressing wires of 5 mm diameter,M-30 grade concrete &diamantions 350mm high,125mm thick with built in base of187mmX75mm,including 2 numbers of 50mm dia sleeves for services atthe top of the base & with top external edge with rounding of 20mm radius inhighly superior quality surface & edge finish in 1 meter lengths &painting .(excluding excavation for kerbing, lead lift andtransportation of excavated material, P.C.C. below kerbing). Prestressedkerb stone prestressing force 2 X 5mm dia wires, 1034.7 kg/sqcm perwire. Weight of 1 m long kerb stone -120 kg (tolerance 2%)

nW-^mJ 6-9


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Rate In (Rs)


painting .(excluding excavation for kerbing, lead lift andtransportation of excavated material, P.C.C. below kerbing). Prestressedkerb stone prestressing force 2 X 5mm dia wires, 1034.7 kg/sqcm perwire. Weight of 1 m long kerb stone -120 kg (tolerance 2%)

a._r.Providing & fixing Prestressed precast-L shape kerb stone78189 nW-^mJ 6-9-1 994.00

300 E_.E_.ì`mg S>r.S>ãë`w.gr.(S>~b dm°b H$moamoJoQ>oS>)nmB©n nwa{dUo d Q>mH$UoEM.S>r.nr.B©._Q>o[a`bnmgyZ V`ma Ho$bobm d Am`.Eg. 14930 nmQ>© Ÿ&&ñno{g{\$Ho$eZZwgma amoS> H«$m°qgJ Eb.Q>r.Ho$~b Q>mH$UogmR>r nwa{dUo d Q>mH$Uo ~«°S> Zo-BbQ>´>oŠg àog�{\Q�VËg_ ImVoà_wI�_mÝ`VoZwgma.

nW-^mJ 6-10

a._r.300 E_.E_ ì`mg S>r.S>ãë`w.gr.(S>~b dm°b H$moamoJoQ>oS>) nmB©n nwa{dUo d Q>mH$Uo78190 nW-^mJ 6-10-1 700.00

Supplying & fixing 53 cms Diameter Round Composite Resin Manhole Coverand Frame of approved Brand, extra Heavy duty, conforming to relevant grade.Designation EHD-40 TONS as per IS:1726;1991 etc.complete.(Inspection shall be as per guide lines of IS Specifications)Heavy Duty-40 TONS (EHD)Size:53cms-Diameter (21 inches)

nW-^mJ 6-11

à{V ZJSupplying & fixing 53 cms Diameter Round Composite Resin Manhole Coverand Frame

78191 nW-^mJ 6-11-1 8,700.00

Supplying & fixing 90 cms X 45 cms Rectangular Composite Resin ManholeCover and Frame of approved Brand, Heavy Duty conforming to relevantGrade.Designation HD-25 as per IS:1726;1991,etc, complete.(inspection shall be as per guidelines of IS Specification).Heavy Duty-25 TONS (HD)Size:90cmsX45cms (36 InchesX18 Inches)

nW-^mJ 6-12

à{V ZJSupplying & fixing 90 cms X 45 cms Rectangular Composite Resin ManholeCover and Frame

78192 nW-^mJ 6-12-1 10,500.00

Supplying & fixing 90 cms X 60 cms Rectangular Composite Resin ManholeCover and Frame of approved Brand, Heavy Duty conforming to relevantGrade.Designation:HD-25 as per IS:1726;1991,etc complete.(Inspection shall be as per guidelines of IS Specification). Heavy Duty-25 TONS (HD)Size:90cmsX 60cms (36 INchesX 24 Inches)

nW-^mJ 6-13


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Rate In (Rs)


Grade.Designation:HD-25 as per IS:1726;1991,etc complete.(Inspection shall be as per guidelines of IS Specification). Heavy Duty-25 TONS (HD)Size:90cmsX 60cms (36 INchesX 24 Inches)

à{V ZJSupplying & fixing 90 cms X 60 cms Rectangular Composite Resin ManholeCover and Frame

78193 nW-^mJ 6-13-1 15,300.00

Supplying & fixing 600 mm X600 mm Rectangular Composite (20Tons) H DResin storm Water drain Gully Gratings with Frame of Approved Brand,conforming to relevant Grade as per IS: 1726 :1991 ,etc , complete.(Inspection shall be as per guidelines of IS specifications)Size: 600mmX600mm

nW-^mJ 6-14

à{V ZJSupplying & fixing 600 mm X600 mm Rectangular Composite (20Tons) H DResin storm Wate

78194 nW-^mJ 6-14-1 12,058.00

Supplying & fixing 900 mm X 600 mm Rectangular Composite (20Tons) H DResin storm Water drain Gully Gratings with Frame of Approved Brand,conforming to relevant Grade as per IS: 1726 :1991 ,etc , complete.(Inspection shall be as per guidelines of IS specifications)Size: 900mmX600mm

nW-^mJ 6-15

à{V ZJSupplying & fixing 900 mm X 600 mm Rectangular Composite (20Tons) H DResin storm Water

78195 nW-^mJ 6-15-1 18,411.00

Traffic Control:- Providing & fixing the barricading in double rowwith G.I.Sheets of 22 gauge fixed on 3 inch dia.(75mm.)woodenbullies which will be buried in existing road sufficiently G.I.sheet shall be ensured before painting with yellow and black bandsof synthetic enamel paint, in addition to this,blinkers, reflectors &signage shall be provided as per the traffic norms and as directed bythe Engineer. If possible by pass road should be arranged for trafficcontrol

nW-^mJ 6-16


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Rate In (Rs)


a._r.Traffic Control:- Providing & fixing the barricading in double rowwith G.I.Sheets of 22 gauge fixed on 3 inch dia.(75mm.)

78196 nW-^mJ 6-16-1 180.00

Repairing of potholes by using machanised Jetpatcher machine : Jetpatcher for mobile road repair/patch repair along with accessories mountedon single machanical driven vehicle with cost of opration cleaningand running & comprehensive maintenance inclusive labour materialspares & consumebales of above machine (e.g. Aggregates emulsion) forPot Hole repairing work -

nW-^mJ 6-17

n«[V Mm¡.[_.

Repairing of potholes by using machanised Jetpatcher machine :78197 nW-^mJ 6-17-1 1,000.00

[H .J«m_Supplying of Ductile Iron Manhole cover & frames & grating & frame(Hinged Type) confirming to EN124 standards (for various sizes).

78016 nW-^mJ 6-18 75.00

Specification:


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Chapter Name dmhVyH$ {Z`§ÌU {d^mJmMr H$m_oRate In (Rs)


65 � 65 � 6 {_._r `m ñQ>°ÝS>S>© goŠeZMo d 3.25 {_Q>a bm§~rMo _mB©ëS> ñQ>rb A±Jëg²nwa{dUo,Ë`mg aoS> Am°ŠgmB©S>Mm EH$ hmV a§J XoUo. `mZ§Va gwMZoà_mUo qgWo{Q>H$ EZ°_ba§JmMo XmoZ hmV XoUo. hmoëS> \ mñQ> ~Z{dUo gmR>r 6 {_._r. ì`mgmMo 15 go§._r §~rMo XmoZ_mB©ëS> ñQ>rbMo ~ma A±Jbbm doëS> H$aUo, Im§~mÀ`m darb ~mOyg ZmdmÀ`m AJaahXmar gyMZmÀ`m nmQ²>>çm bmdÊ`mgmR>r `mo½` Ë`m _mnmMo d `mo½` Ë`m A§Vamda ZQ>~moëQ>dm°eagh nwa{dUo. `m Im§~mg gwMZoà_mUo 16 JoOMo Mm¡H$moZr, {ÌH$moUr AJa JmobmH¥$VrbmoI§S>r nmQ>çm§§, darb à_mUo EH$ hmV àm`_a d {gW|{Q>H$ ñQ>moìh²S> EZ°_bMogwMZoà_mUo XmoZ hmV XoUo. `m nmQ>çmda wMZoà_mUo _mÝ` {gW|{Q>H$ EZ°_b n|Q>Zo Ajaoa§J{dUo AJa [aâbo{Q>ìh nÅ>rZo Ajao H$moaUo. gd© H$m_o nyU© H$aUo, gXaMr nmQ>r 45 �45 � 60 g|._r. AmH$mamMm IÈ>m IUyZ `m IÈ>`m_Üò 1:2:4 à_mUmVrb {g_|Q>H$m±{H«$Q>_Üò ~g{dUo. H$m±{H«$Q>_Üò A±Jb 45 go§._r. S>mdm,Ë`mda Š`y[a¨J H$aUo.Cabobm amS>mamoS>m gwMZoà_mUo hb{dUo B. H$m_o nyU© H$aUo,gXaMr nmQ>r dmHy$ Zò`mgmR>r gwMZoà_mUo 6 _r.OmS>rMm Jo«ìh _maUo. `m_Üò gd© gm{hË` nwa{dUo, {bS>{bâQMm g_mdoe

nW-^mJ 7-1

à{V ZJA. ZmdmÀ`m d gyMZmË_H$ IwUm§À`m nmQ>çm 0.45 � 0.60 _r.qgWo{Q>H$ EZ°_b n|Q>

78019 nW-^mJ 7-1-1 2,068.00

à{V ZJA. ZmdmÀ`m d gyMZmË_H$ IwUm§À`m nmQ>çm 0.45 � 60 _r.[aâcooŠQ>rìh n|Q>

78020 nW-^mJ 7-1-2 2,108.00

à{V ZJ~. ZmdmÀ`m Mm¡H$mÀ`m 0.6 _r � 0.3 _r. qgWo{Q>H$ n|Q>78021 nW-^mJ 7-1-3 1,914.00

à{V ZJZmdmÀ`m Mm¡H$mÀ`m 0.6 � 0.3 _r. [aâcooŠQ>rìh n|Q>78022 nW-^mJ 7-1-4 1,926.00

à{V ZJH$. ZmdmÀ`m Mm¡H$mÀ`m (XmoZ A±Jbgh) 0.9 � 0.6 _rqgWo{Q>H$ n|Q>

78023 nW-^mJ 7-1-5 4,000.00

à{V ZJH$. ZmdmÀ`m Mm¡H$mÀ`m (XmoZ A±Jbgh) 0.9 � -0.6 _r.78024 nW-^mJ 7-1-6 4,039.00

à{V ZJ S>)nm{Hª$J gmB©Z, [ajm ñQ±S> d nr dZ, nr Qy> gmB©Z 0.6 � 0.6 _r qgWo{Q>H$ n|Q>78025 nW-^mJ 7-1-7 2,140.00

à{V ZJS>)nm{Hª$J gmB©Z, [ajm ñQ±S> d nr dZ, nr Qy> gmB©Z 0.6 � 0.6 _r [aâcooŠQ>rìh n|Q>78026 nW-^mJ 7-1-8 0.00

à{V ZJgmB©Z 0.9 {ÌH$moUr qgWo{Q>H$ EZ°_b n|Q>78027 nW-^mJ 7-1-9 0.00


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Rate In (Rs)


à{V ZJgmB©Z 0.9 {ÌH$moUr [aâcooŠQ>rìh n|Q>78028 nW-^mJ 7-1-10 0.00

à{V ZJgmB©Z 0.6 {ÌH$moUr qgWo{Q>H$ EZ°_b n|Q>78029 nW-^mJ 7-1-11 0.00

à{V ZJgmB©Z 0.6 _r [ÌH$moUr [aâcooŠQ>rìh n|Q>>78030 nW-^mJ 7-1-12 0.00

A±JbÀ`m darb ~mOyg bmdmd`mÀ`m ahXmar gyMZm§À`m AJa ZmdmÀ`m nmQ>çm `mo½` Ë`m_mnm_Üò nwa{dUo. nmQ>çm§Zm `mo½` Ë`m A§Vamda ZQ>~moëQ> dm°eagh bmdUo. nmQ>çm§Zm_mJrb ~mOyg EH$ hmV àm`_a d {gW|{Q>H$ ñQ>moìh²S> EZ°_bMo gwMZoà_mUo XmoZ hmVXoUo. `m nmQ>çm§À`m nwT>rb ~mOyg gwMZoà_mUo _mÝ` {aâcopŠQ>ìh Ajao, bmb a§JmÀ`mH$S>m a§J{dUo, Ë`mda Zm°Z {nbo~b H$moQ>tJ MT>{dUo B. gh gd© H$m_o nyU© H$aUo.

nW-^mJ 7-2

à{V ZJ0.45 _r � 0.60 _r78031 nW-^mJ 7-2-1 784.00

à{V ZJ0.60 _r � 0.30 _r78032 nW-^mJ 7-2-2 592.00

à{V ZJ0.90 _r � 0.60 _r78033 nW-^mJ 7-2-3 1,362.00

à{V ZJ0.60 _r � 0.60 _r78034 nW-^mJ 7-2-4 977.00

à{V ZJ0.90 _r {ÌH$moUr78035 nW-^mJ 7-2-5 1,073.00

à{V ZJ0.60 _r {ÌH$moUr78036 nW-^mJ 7-2-6 592.00

à{V ZJ0.60 _r ì`mgmMm JmobmH$ma78037 nW-^mJ 7-2-7 964.00

40 � 40 � 6 {_._r AmH$mamMo _mB©ëS> ñQ>rbMo XmoZ Cô d XmoZ AmS>do A±Jëg²EH$_oH$m§g doëS> H$éZ Mm¡H$Q> H$aUo, AmS>ì`m A±Jëg²Zm 16 � 16 {_._r.AmH$mamMo900 {_._r. C§MrMo bmoI§S>r ârd Mm¡ag ~ma S´>m±BªJ _Üò Xe©{dë`mà_mUo nañnaA§Vamda _Ü` Vo _Ü` doi H$aUo. `mà_mUo2.50 _r. bm§~rMo H$R>S>o H$aUo. H$R>S>o V`maPmë`mZ§Va gwMZoà_mUo 16 JoOMo nÍ`m§Mo H$ba aoqbJÀ`m XmoÝhr ~mOyg _Ü`mdaVrdoëS> H$aUo. \ bH$ doëS> H$oë`mZ§Va m§§À`m ~mOyg 20 {_._r. é§X d 5 {_._r. OmS>E_.Eg.nÅ>r XmoÝhr ~mOyg doëS> H$aUo. 30 � 30 � 45 g|._r. AmH$mamMo IÈ>o KoD$ZgXa aoqbJ Cô H$aUo. gXa IÈ>o 1:3:6 ho {g_|Q> H$m±{H«$Q>Mo à_mU dmnéZ ^ê$Z KoUo.gXa H$R>S>o ZQ>~moëQ>>Zo AmdiyZ KoUo. H$R>S>çm§Zm J§O à{V~§YH$ a§J bmdUo, Ë`mdan{hë`m XOm©Mm _mÝ` N>Q>oMm d JwS>bmg, Zoamob°H$ AJa _mÝ` H§$nZrMm {gW|{Q>H$ EZ°_bn|Q>Mo XmoZ hmV XoUo,H$m_ Pmë`mda H$m_mVrb _mVr, amS>mamoS>m gwMZoà_mUo hb{dUo,VgoM H$m±{H«$Q> da nmUr _maUo d n[aga ñdÀN> H$aUo d BVa VXZwfm§{JH$ H$m_o H$aUo.(gmo~V S´>m±B©½O)

nW-^mJ 7-3


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(gmo~V S´>m±B©½O)

[H .J«m_40 � 40 � 6 {_._r AmH$mamMo _mB©ëS> ñQ>rbMoH$R>S>o H$aUo78038 nW-^mJ 7-3-1 67.00

Or.Am`.nmB©n 50 _r. ì`mgmMo ~r.Šbmg àËòH$r VrZ AmoirV nmB©nmÀ`m _Ü`mnmgyZ30 g|._r. A§Va R>odyZ 125 � 65 � 6 {_._r À`m Am`.Eg.E_.gr.M°Zob_Üò~g{dUo. nmoñQ> Mr C§Mr 1 _r. Agob 30 � 30 � 45 g|._r. AmH$mamÀ`m IÈ>`m§V1:3:6 `m {g_|Q>, H$m°{H«$Q>À`m à_mUmV ~g{dUo, aoqbJbm aoS> {bS> àm`_aMm EH$ hmVXoUo d {gW|{Q>H$ EZ°_b n|Q>Mo XmoZ hmV XoUo, XmoZ M°Zob_Yrb A§Va 2.5 _r. R>odUo.VgoM Oéarà_mUo nmB©n \w$c[dUo, dopëS>¨J AJa H$nqbJ H$aUo, B.H$m_o gwMZoà_mUonyU© H$aUo. aoqbJMr C§Mr O{_ZrnmgyZ 0.10 _r. Agob. nmoñQ>Mr C§Mr 1.2 _r.(gmo~VS´>m±Bª½O)

nW-^mJ 7-4

n«[V Mm¡.[_.

Or.Am`.nmB©n78039 nW-^mJ 7-4-1 2,549.00

nWXw^mOH$ H$aUogmR>r 65 Vo 75 {_._r OmS>rMr 60 � 45 g|._r. `m _mnmMrehm~mXr \ aer _mb _Owargh nwadyZ ~g{dUo. S>m§~ar AJa H$m°{H«$Q> añË`m§Mr 6B§M Vo9B§M O{_ZrImbr ImoXmB©H$aUo.1:3:6 `m {g_|Q>À`m à_mUmV ì`dpñWVnUo ~g{dUo,1:2 `m {g_|Q> _m°Q>©a_Üò XOm© âUo. \ aerÀ`m gd© Xe©Zr ^mJmV _mÝ`Voà_mUo dZoà_mUo _mÝ` {gW|{Q>H$ EZ°_b n|Q>Mo XmoZ hmV XoUo, nWXw^mOH$m_Üò ImoXmB©V{ZKmbobm _mb nwÝhm ^éZ, OmXm Cabobm _mb nyd©dV H$aUo d Cd©[aV _mbm§Mr dmhVyH$H$aUo VgoM H$m°{H«$Q>da Š`y[a¨J H$aUo. dmhVyH$$sÀ`m ÑîQ>rZo Amdí`H Agboboà{V~§YH$ Cnm``moOZm R>oHo$Xmamda ~§YZH$maH$ Amho.

nW-^mJ 7-5

a._r.nWXw^mOH$ H$aUogmR>r 65 Vo 75 {_._r OmS>rMr 60 � 45 g|._r. `m _mnmMr78040 nW-^mJ 7-5-1 0.00

S´>m°Bª½O {S>PmB©Zà_mUo ~Z{dbobo 1:2:4 `m {g_|Q> H$m°{H«$Q>Mo à_mUmVrb {àH$mñQ> XJS>nwa{dUo d H$moUVohr _moS>VmoS> Z H$aVm OmJoda ZoD$Z ~g{dUo. gwMZoà_mUo \ _m© V`maH$éZ, Ë`mbm AmVyZ Am°B©b bmdUo, OoUoH$éZ \ å`m©bm H$m±§{H«$Q> {MH$Q>Uma Zmhr.gXaÀ`m {àH$mñQ> XJS>mda Š`y[a¨J H$aUo d gwMZoà_mUo OmJoda ImoXmB© H$ê$Z ~g{dUo,1:2 à_mUmVrb _m°Q>©aZo XOm© âUo VgoM _mÝ` XOm©Mo {gW|{Q>H$ EZ°_b n|Q>Mo XmoZ hmVbmdUo B.gh nyU©.

nW-^mJ 7-6

à{V ZJMm¡ag JmS>© ñQ>moZ78041 nW-^mJ 7-6-1 0.00


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à{V ZJ~mocmoS>© ñQ>moZ 0.45 � 0.45 � 0.6 _r.78042 nW-^mJ 7-6-2 0.00

à{V ZJ''nrE_gr''ñQ>moZ bm§~r 1.00_r. S´>mBªJà_mUo78043 nW-^mJ 7-6-3 0.00

à{V ZJ"'nrE_gr''ñQ>moZ bm§~r 0.60 _r. S´>mBªJà_mUo78044 nW-^mJ 7-6-4 0.00

à{V ZJProviding & laying 1:2:4 cement concrete precast block withoutbreakage as per detailed design & drawing prepareformwork,oiling,curing,fixingof blocks in cement mortar 1:2 & apply 2 coatsof synthetic enamel paintetc

78045 nW-^mJ 7-6-6 0.00

à{V ZJProviding & laying 1:2:4 cement concrete precast block withoutbreakage as per detailed design & drawing prepareformwork,oiling,curing,fixingof blocks in cement mortar 1:2 & apply 2 coatsof synthetic enamel paintetc.

78046 nW-^mJ 7-6-7 0.00

_mÝ` XOm©Mm EZ°_b Am°B©bn|Q> (E{e`Z, Zoamob°H$, Jadmao) B. H§$nÝ`mMm \ ñQ>© ¹$m{bQ>ra§J nwa{dUo d Vmo dmnéZ nmXMmar _mJ©,Q´>°>[\ H$ boÝg, {XemXe©H$ ~mU, añË`mÀ`m _Üàofm, nWXw^mOH$,nXnWmMo H${~ªJ, aoqbJ, dJ¡ao gwMZoà_mUo a§J{dUo, H$m_ gwé $aUonydua§J{dUoV `md`mMm n¥ð>^mJ Vma~«eZo nyU© gm\ H$aUo, Oéar à_mUo IaS>Uo, a§JmMm EH$hmV {Xë`mda ImË`mg XmI{dUo gyMZon«_mUo Xwgam hmV XoUo B.nyU©(ñno{g.H«$.~r.S>r.Amo$.)

nW-^mJ 7-7

n«[V Mm¡.[_.

_mÝ` XOm©Mm EZ°_b Am°B©bn|Q> (E{e`Z, Zoamob°H$, Jadmao) B. H§$nÝ`mMm \ñQ>© Šdm{bQ>r a§J nwa{dUo d Vmo dmnêZ nmXdmar _mJ© Q>«m{\$H$ boÝg {XímmXím©H$ ~mU añË`mÀ`m_Ü` aofm nÏm Xw^mOH$ nXnWmMo H$~vJ aoqbJ dJ¡ao gwMUo à_mUo a§J{dUo H$m_ gwê$H$aÊ`m nwdu a§J{dUo `md`mMm n¥îR> ^mJ Vma ~«eZo nwU© gm\$ H$aUo Oê$`r n«_mUo IaS>Uoa§JmMm EH$ hmV {Xë`mda ImË`mg XmI{dUo d gwMUo à_mmUo Xwgam hmV XoUo B. nwU©.(ñno{g.H«$.~r.S>r.Amo$. n¥.H«$.401)

78047 nW-^mJ 7-7-1 71.00

ßb°ñQ>rH$Mo ~°ar`g© nya{dUo d ~g{dUo, ~°ar`g© XmoZ ^mJmV ~Z{dbobo AgmdoV, Imbrbe§H$mH¥$Vr ^mJmV dmiy âÊ`mgmR>r OmJm R>odUo. Q´>°[\ H$ ~°ar`g©Mr C§Mr 105 g|._r. dé§Xr Imbr ._r.d H$_r hmoV, daVr 15g|._r.Zm°Z [a\ bo{ŠQ>ìh 25g|._r.Agmdm.

nW-^mJ 7-8

à{V ZJZm°Z [a\ boŠQ>rd ñQ>rH$a ghrV78048 nW-^mJ 7-8-1 0.00


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à{V ZJ[a\ boŠQ>rd ghrV S´>mBªJà_mUo78049 nW-^mJ 7-8-2 0.00

ßb°ñQ>rH$ Q´>°[\ H$ ~mobmS>© nwa{dUo d ~g{dUo, ~mobmS>© XmoZ ^mJmV ~Z{dbobo AgmdoV.C§Mr 85g|._r.Agmdr Imbrb ^mJ bmb a§JmMm Mm¡ag Agmdm, Ë`mMr ~mOy37.5g|._r.é§Xr H$_r hmoV OmD$Z darb ^mJ nm§T>è`m a§JmVrb d dVw©imH$ma Agmdm.ñH«y$À`m ghmæ`mZo XmoÝhr ^mJ EH$_oH$m§Zm OmoS>Vm `mdoV.

nW-^mJ 7-9

à{V ZJZm°Z [a\ boŠQ>rd ñQ>rH$agh78050 nW-^mJ 7-9-1 0.00

à{V ZJ[a\ boŠQ>rd ñQ>rH$agh78051 nW-^mJ 7-9-2 0.00

ßb°ñQ>rH$ Q´>°[\ H$ H moÝg nwa{dUo d ~g{dUo,dOZ dmT>UogmR>r H$moÝg _Üò dmiy âUogmR>rOmJm R>odÊ`mV `mdr. Ë`mMm Imbrb ^mJmMm AmH$ma hoŠPoJm°Z Agmdm.

nW-^mJ 7-10

à{V ZJ1000 {_._r. C§Mr78052 nW-^mJ 7-10-1 920.00

à{V ZJ750 {_._r. C§Mr78053 nW-^mJ 7-10-2 805.00

à{V ZJ600 {_._r. C§Mr78054 nW-^mJ 7-10-3 0.00

à{V ZJ450 {_._r. (Mm¡ag AmH$ma)78055 nW-^mJ 7-10-4 0.00

Q´>°[\ H$ H$moÝg da Cô Ho$bobo _m{hVr Xe©H$/{XemXe©H$ ~moS>© nwa{dUo d ~g{dUo.{XemXe©H$ ~mU Xe©{dUmao JmobmH$ma ~moS>© AWdm {ÌH$moUr AmH$ma Agbobo nmXMmarH«$m°qgJ ñQ>rH$a 750/600 {__r.C§MrÀ`m H$moÝgda Cô H$aUo.

nW-^mJ 7-11

à{V ZJQ´>°[\ H$ H$moÝg da Cô Ho$bobo _m{hVr Xe©H$/{XemXe©H$ ~moS>© nwa{dUo d78056 nW-^mJ 7-11-1 0.00

àH$m{eV Q´>°[\ H$ ~mobmS>© nwa{dUo d ~g{dUo ßb°pñQ>H$ H$ìha Agbobo d pñQ>b Q>çwã`wbaAmH$mamM {Xdo ~g{dUoMr ì`dñWm d ~mobmS>© àH$m{eV H$aUogmR>r, AmV òUmè`mHo$~bgmR>r H§$Q´>mob ~m°Šg ì`dñWm Agmdr. ~mobmS>©À`m XmoÝhr ~mOybm ñH«$sZ {àQ>|S>{XemXe©H$ ~mU AgmdoV. ~mobmS>©Mr C§Mr 2200 {_._r. Agmdr d Vmo O{_ZrV45g|._r.JmS>mdm. ho ~mobmS>© Am°B©bn|Q>Zo EH$mAmS> EH$ H$mù`m d {ndù`m a§JmZoa§Jdmdo.

nW-^mJ 7-12

à{V ZJàH$m{eV Q´>°[\ H$ ~mobmS>© nwa{dUo d ~g{dUo ßb°pñQ>H$ H$ìha Agbobo d78057 nW-^mJ7-12-12

0.00

ßb°pñQ>H$ qbH$ MoZ nwa{dUo d ~g{dUo, AZoH$ qbH$ nmgyZ ~Z{dbobr d EH$mAmS> EH$bmb d nm§Tè`m a§JmMr Agmdr. àËòH$ qbH$Mr bm§~r 4 g|_r.d é§Xr H$_rVH$_r2g|._r. Agmdr d ì`mg H$_rVH$_r 0.5g|._r. Agmdm. MoZ 10 _r.bm§~rMr Agmdr,MoZ OmoS>UogmR>r XmoZ "" Eg ''AmH$mamMo ßb°pñQ>H$ hÿH$ nwa{dUo.(MoZ bm§~r 10 _r.)

nW-^mJ 7-13


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bmb d nm§Tè`m a§JmMr Agmdr. àËòH$ qbH$Mr bm§~r 4 g|_r.d é§Xr H$_rVH$_r2g|._r. Agmdr d ì`mg H$_rVH$_r 0.5g|._r. Agmdm. MoZ 10 _r.bm§~rMr Agmdr,MoZ OmoS>UogmR>r XmoZ "" Eg ''AmH$mamMo ßb°pñQ>H$ hÿH$ nwa{dUo.(MoZ bm§~r 10 _r.)

à{V ZJßb°pñQ>H$ qbH$ MoZ nwa{dUo d ~g{dUo, AZoH$ qbH$ nmgyZ ~Z{dbobr d78058 nW-^mJ7-13-13

632.00

Q´>°[\ H$ dm°{Z©J Q>on nwa{dUo EH$mAmS> EH$ na§Vw EH$m ~mOyg bmb d nm§T>ao nÅ>o Agbobr10g|._r. é§XrMr d A§XmOo 25 _r. bm§~rÀ`m gob _Üò CnbãY Agbobr dm°{Z©J Q>onnwa{dUo.

nW-^mJ 7-14

à{V ZJQ´>°[\ H$ dm°{Z©J Q>on nwa{dUo EH$mAmS> EH$ na§Vw EH$m ~mOyg bmb d nm§T>ao78061 nW-^mJ 7-14-1 517.00

dm°{Z©J Q>on nwa{dUo, ~g{dUo EH$mAmS> EH$ nU XmoÝhr ~mOyg bmb d nm§T>ao nÅ>o Agbobr10g|._r. é§XrMr d A§XmOo 20 _r. bm§~rÀ`m gob _Üò CnbãY Agbobr Q>on nwa{dUo.

nW-^mJ 7-15

à{V ZJdm°{Z©J Q>on nwa{dUo, ~g{dUo EH$mAmS> EH$ nU XmoÝhr ~mOyg bmb d nm§T>ao78062 nW-^mJ 7-15-1 460.00

ßb°[ñQ>H$ Q´>°[\ H$ _mH©$a ñQ>S> nwa{dUo, E.~r.Eg.ßb°pñQ>H$ nmgyZ ~Z{dbobo dAm`VmH¥$Vr AmH$mamMo 200 � 75 {_._r Mo ñQ>S>g XmoZ {Iù`mg{hV nwa{dUo dgyMZon«_mUo ~g{dUo.

nW-^mJ 7-16

à{V ZJßb°[ñQ>H$ Q´>°[\ H$ _mH©$a ñQ>S> nwa{dUo78063 nW-^mJ 7-16-1 0.00

ßb°[ñQ>H$ Q´>°[\ H$ _mH©$ ñQ>Sg> nwa{dUo E.~r.Eg.ßb°pñQ>H$ nmgyZ ~Z{dbobo dAm`VmH¥$Vr150 �50 {_._r Mo ñQ>S>g XmoZ {Iù`mgh nwa{dUo.

nW-^mJ 7-17

à{V ZJ150 � 50 {_._r Mo ñQ>S>g XmoZ {Iù`mgh nwa{dUo.78064 nW-^mJ 7-17-1 0.00

[a\ boŠQ>rìh A°ë`w{_{ZA_ S>m`H$mñQ> amoS> Q´>°[\ H$ ½bmoñQ>S>g nwa{dUo d ~g{dUo. B§Q>aZ°eZb amoS> oS>aoeZÛmao à_m{UV {ndù`m a§JmVrb nmdS>a H$moQ>oS> 100 {_._r. �100{_._r.AmH$mamMo d 20 {_._r. C§MrMo XmoÝhr ~mOyg {a\ boŠQ>g© bmdbobo d 50 {_._r.ñQ>o_ Agbobo nwa{dUo d ~g{dUo

nW-^mJ 7-18

à{V ZJhoìhr S>çwQ>r78065 nW-^mJ 7-18-1 0.00

à{V ZJ{_S>r`_ S>çwQ>r78066 nW-^mJ 7-18-2 0.00

hoìhr S>çwQ>r [a\ boŠQ>rìh A°ë`w{_{ZA_ S>m`H$mñQ> Q´>°[\ H$ ½bmoñQ>S>g nwa{dUo d~g{dUo. hoìhr S>çwQ>r [a\ boŠQ>rìh A°ë`w{_{ZA_ S>m`H$mñQ> ½bmoñQ>S>g 12 {_._rì`mg �90 {_._r. bm§~rMo ñH«y$ rV nwa{dUo. 100 {_._r.� 100 {_._r. AmH$ma d 20{_._r. C§MrMo Q>S>g XmoÝhr ~mOyZm {a\ boŠQ>g© ~g{dUo.

nW-^mJ 7-19


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~g{dUo. hoìhr S>çwQ>r [a\ boŠQ>rìh A°ë`w{_{ZA_ S>m`H$mñQ> ½bmoñQ>S>g 12 {_._rì`mg �90 {_._r. bm§~rMo ñH«y$ rV nwa{dUo. 100 {_._r.� 100 {_._r. AmH$ma d 20{_._r. C§MrMo Q>S>g XmoÝhr ~mOyZm {a\ boŠQ>g© ~g{dUo.

à{V ZJhoìhr S>çwQ>r [a\ boŠQ>rìh A°ë`w{_{ZA_ S>m`H$mñQ> Q´>°[\ H$ ½bmoñQ>S>g nwa{dUo d ~g{dUo78067 nW-^mJ 7-19-1 0.00

`y.ìhr.ñQ>°{~bmB©Z E.~r.Eg.ßb°pñQ>H$Mo Q´>°[\ H$ ½bmoñQ>S>g XmoÝhr nwa{dUo d ~g{dUo.`y.ìhr.ñQ>°{~bmB©ÁS> E.~r.Eg.ßb°pñQ>H$_Yrb $ ½bmoñQ>S>g 12 {_._r ì`mg � 90{_._r. bm§~rM ñH«y$ {Iù`mghrV nwa{dUo. 120 � 120 � 25 {_._r. ½bmoñQ>S>g bo_Z`cmo a§Jm_Üò AgmdoV, ½bmoñQ>S>gÀ`m XmoZ {dê$ÜX ~mOyZm 3 Jmob {a\boŠQ>g© d Cd©arVXmoZ ~mOyg pñQ´>n nÜXVrMo{a\boŠQ>g© AgmdoV.

nW-^mJ 7-20

à{V ZJ`y.ìhr.ñQ>°{~bmB©Z E.~r.Eg.ßb°pñQ>H$Mo Q´>°[\ H$ ½bmoñQ>S>g XmoÝhr nwa{dUo d ~g{dUo.78068 nW-^mJ 7-20-1 0.00

_mÝ` XOm©Mm hm°Q> W_m}ßb°pñQ>H$ amoS> _m{H©§$Jn|Q> nwa{dUo. ao[PZgh a§J d 10% _mÝ`½bmg ~rS> nwadyZ OmJoda ì`dpñWV[aË`m Q>ongh _m{H©$§J H$éZ Amdí`H$Voà_mUoOmJoda a§J{dUo. dmhVH$$ H$aUo. ahXmarg AS>Wim Z hmoVm H$moÝg, bmB©Z Xmoar dAmdí`H$ Vo ahXmarMo \ bH$ nwa{dUo. gXa a§J, a§J{dë`mZ§Va H$_rV H$_r XmoZ df©{Q>H$Uo Amdí`H$ Amho. B. nyU©.

nW-^mJ 7-21

n«[V Mm¡.[_.

nm§T>am a§J78069 nW-^mJ 7-21-1 343.00

n«[V Mm¡.[_.

{ndim a§J78070 nW-^mJ 7-21-2 353.00

H°$Q>gš Am` - nm°crH$m~m©oZoQ>nmgyZ V`ma Ho$coco d Cƒ XOm©Mo namdV©Z n°Zoc Agcoco_m`H«$mo{àP_°Q>rH$ aoS>r`_ Agcocm EgQ>rE_S>r-4280 XOm©Mm Cƒ namdV©Z H$aÊ`mMrúm_Vm Agcocm aoÁS> noìh_|Q> amoS> ñcwBg A°S>hoOrìhMm dmna H$éZ ImË`mÀ`m_mJUrZwgma / gwMZoZwgma añË`mÀ`m _Ü`dVu aofm, añË`mÀ`m/{S>ìhm`S>aÀ`m H$S>ocmqH$dm Amdí`H$ VoWo ''H°$Q>g² Am`'' nwadUo d ~gdUo.

nW-^mJ 7-22

à{V ZJe±H$ gh78071 nW-^mJ 7-22-1 275.00

à{V ZJ{dZm e±H$78072 nW-^mJ 7-22-2 250.00

nWXw^mOH$ H$aUogmR>r H$m±H«$sQ> ãbm°H$ V`ma H$aUo-1:2:4 `m {g_|Q> H$m°{H«$Q>Moà_mUmVrb {àH$mñQ> XJS> nwa{dUo d H$moUVrhr _moS>VmoS> Z H$aVm OmJoda ZoD$Z ~g{dUo.gwMZoZwgma \ _m© V`ma H$éZ, Ë`mbm AmVyZ Am°B©b bmdUo. OoUoH$éZ \ _m© YaUmaZmhr. gXaÀ`m {n«H$mñQ> XJS>mda 15 {Xdg nmUr _maUo d gwMZoà_mUo OmJoda(0.20_r. é§X d 0.15 _r. C§M) ImoXmB© H$éZ ~g{dUo. 1:2 à_mUmVrb _m°Q>©aZo XOm©âUo VgoM _mÝ` XOm©Mm, {gW|{Q>H$ EZ°_b n|Q>Mm EH$ hmV XoUo, B.nyU©.

nW-^mJ 7-23


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Rate In (Rs)


à_mUmVrb {àH$mñQ> XJS> nwa{dUo d H$moUVrhr _moS>VmoS> Z H$aVm OmJoda ZoD$Z ~g{dUo.gwMZoZwgma \ _m© V`ma H$éZ, Ë`mbm AmVyZ Am°B©b bmdUo. OoUoH$éZ \ _m© YaUmaZmhr. gXaÀ`m {n«H$mñQ> XJS>mda 15 {Xdg nmUr _maUo d gwMZoà_mUo OmJoda(0.20_r. é§X d 0.15 _r. C§M) ImoXmB© H$éZ ~g{dUo. 1:2 à_mUmVrb _m°Q>©aZo XOm©âUo VgoM _mÝ` XOm©Mm, {gW|{Q>H$ EZ°_b n|Q>Mm EH$ hmV XoUo, B.nyU©.

à{V ZJ0.45 � 0.30 � 0.15 _r. gmB©O78073 nW-^mJ 7-23-1 184.00

BcoŠQ´>m°{ZH$ Q>moQ>c ñQ>oeZ _{eZZo gìh©oúmU H$aUo ImË`mÀ`m Amdí`H$VoZwgma ehamVrcMm¡H$mMo Q>moQ>c ñQ>oeZ _{eZZo gìh©o H$aUo. Mm¡H$mVrc _Ü`q~XynmgyZ H$_rVH$_r 150_rQ>a cm§~rn`ªV gd© ~mOy§g, H$m_mMo OmJoda ApñVËdmV AgUmè`m gd© ñWmda ~m~rCXm. añVo, H§$nmD§$S>, q^Vr, XoD$i, {dhra,\y$Q>nmW, Q>o{c\$moZ Im§~, {dÚwV Im§~, _moR>rPmS>o, coìhëg B. XmIdyZ Ë`mMm ZH$mem V`ma H$éZ Ë`mda S>r nr cmB©Z AmIyZË`mÀ`m VrZ à{V V`ma H$éZ _yi Q´>oqgJgh d grS>rgh nwa{dUo.

nW-^mJ 7-24

à{V ZJ60 \y$Q> añVm é§X AgUmè`m Mm¡H$mgmR>r78074 nW-^mJ 7-24-1 5,010.00

à{V ZJ60 \y$Q> nojm A{YH$ añVm é§X AgUmè`m Mm¡H$mgmR>r78075 nW-^mJ 7-24-2 6,760.00

ehamVrc dmhVwH$ gwairV hmoUoMo Ñï>rZo dmhVwH$s{df`H$ {Z`_m§À`m IwUm Xe©{dUmaoJmoc qH$dm Mm¡H$moZr ~mocmQ>© Imcrc ñno{g{\$Ho$eZZwgma ImË`mMo gMZoZwgma VimMm^mJ H$m±H«$sQ>_Üò~g{dUo qH$dm dmiy / nmUr ^éZ gwM{dcoë`m {R>H$mUr nwa{dUo d~g{dUo. A) _Q>o[a`c - EMS>rnrB© (hm` S>opÝgQ>r nm°{c{WcrZ) ~) gmB©O - 1100{__r C§M Vo 1200 {__r é§X, 450 {__r OmS> 270 {__r H$) a§J - cmc / nm§T>am aoQ´>mo[aâcoŠQ>rìh ~«±ÝS> nÅ>r

nW-^mJ 7-25

à{V ZJJmoc qH$dm Mm¡H$moZr ~mocmQ>©78076 nW-^mJ 7-25-1 0.00

ehamVrc dmhVyH$ gwairV hmoUoMo Ñï>rZo dmhVyH$s{df`H$ gyMZm {c{hcoco/Xe©{dUmaoH«°$e ~°arà nwa{dUo d ImË`mMo gwMZoZwgma gwM{dcoë`m {R>H$mUr ~g{dUo A) _Q>o[a`c- cmo S>opÝgQ>r nm°{c{WcrZ ~) gmB©O- 180 {__r Q>m°n é§X, 588 {__r ~m°Q>_é§X,C§Mr 870 {__r H$) a§J- cmc /nm§T>am aoQ´>moo [aâcoŠQ>rìh ~«°ÝS> nÅ>r

nW-^mJ 7-26

à{V ZJH«°$e ~°arà nwa{dUo78077 nW-^mJ 7-26-1 3,565.00

ehamVrc dmhVwH$ gwairV hmoUoMo Ñï>rZo dmhZYmaH$m§Zm AmJmD$ gyMZm {_iUoMo Ñï>rZoImcrc ñno{g{\$Ho$eZZwgma ßc°pñQ>H$ Q´>°{\$H$ H$moÝg nwa{dUo d ImË`mMo gwMZoZwgmagwM{dcoë`m {R>H$mUr ~g{dUo. A) _Q>o[a`c - ßc°ñQ>rH$ EcS>rnrB© cmc a§J ~) gmB©O- 750 {__r H$) ~«°ÝS> - [aâcoŠQ>rìh 3 ~«°ÝS> Cƒ àVrMo hdoaoQ´>mo [aâcoŠQ>rìh ~«°ÝS> nÅ>rS>) AmH$ma - JmocmH$ma B) VimMm AmH$ma fQ>H$moZr

nW-^mJ 7-27


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gwM{dcoë`m {R>H$mUr ~g{dUo. A) _Q>o[a`c - ßc°ñQ>rH$ EcS>rnrB© cmc a§J ~) gmB©O- 750 {__r H$) ~«°ÝS> - [aâcoŠQ>rìh 3 ~«°ÝS> Cƒ àVrMo hdoaoQ´>mo [aâcoŠQ>rìh ~«°ÝS> nÅ>rS>) AmH$ma - JmocmH$ma B) VimMm AmH$ma fQ>H$moZr

à{V ZJßc°pñQ>H$ Q´>°{\$H$ H$moÝg nwa{dUo78078 nW-^mJ 7-27-1 700.00

ehamVrc dmhVwH$ gwairV hmoUoMo Ñï>rZo dmhZYmaH$m§Zm AmJmD$ gyMZm {_iUoMo Ñï>rZoImcrc ñno{g{\$Ho$eZZwgma pñà¨J nmoñQ> Q>çw~ca H$moZ ([a ~mCÝS>o~c) nwa{dUo dImË`mMo gwMZoZwgma gwM{dcoë`m {R>H$mUr ~g{dUo. A) _Q>o[a`c - ñnoecâco{H$P~c a~amB©ÁS> ßc°pñQ>H$ H$Ý\$m_© EEgQ>rE_ / nr `w ñnoec aoQ´>m[aâcoŠQ>rìh{eQ>tJ ìhmB©Q> gwna hm` B§Q>opñZìh J«oS> _m`H«$mo {àP_oQ>rH$ B§âQ> ao{OñQ>§Q> ~) gmB©O -700 {__r Vo 750 {__r Q>m°n d 80 {__r ~m°Q>_ 100 {__r H$) ~«°ÝS> - [aâcoŠQ>rìh 3~«°ÝS> S>) AmH$ma - Jmoc B) H$ca - âcmoamogÝQ> / Am°a|O / aoS> \$) ñno{g{\$Ho$eZ -hm`B§ÝQ>o{gìh ~m°Q>_ 4.50 {__r Q>m°n 2.5 {_._r.OmS> J) BVa - ñQ´>m±J {\$ŠgtJàmoìhrOZ 83 A±H$a \$mñQ>Za (ZQ>~moëQ> {gñQ>r_)

nW-^mJ 7-28

à{V ZJpñà¨J nmoñQ> Q>çw~ca H$moZ ([a ~mCÝS>o~c) nwa{dUo78079 nW-^mJ 7-28-1 1,850.00

ehamVrc dmhVwH$ gwairV hmoUoMo Ñï>rZo dmhZYmaH$m§Zm AmJmD$ gyMZm {_iUoMo Ñï>rZoImcrc ñno{g{\$Ho$eZZwgma JmB©S> nmoñQ> S>o{c_oQ>g© nwa{dUo d ImË`mMo gwMZoZwgmagwM{dcoë`m {R>H$mUr ~g{dUo. A) _Q>o[a`c - [aâcoŠQ>rìh _oWm H$mQ>o{P_ nr B©(nm°{c{WcrZ) / nm°{c`wao{WZ ~) gmB©O - é§Xr 70 � 90 C§Mr 1400 � 1500 {__rH$) H$ca - A§~a / {ndim / nm§T>am S>) dOZ - 3 {H$cmo

nW-^mJ 7-29

à{V ZJJmB©S> nmoñQ> So{bZoQg© nwa{dUo78080 nW-^mJ 7-29-1 679.00

ehamVrc dmhVwH$ gwairV hmoUoMo Ñï>rZo dmhZYmaH$m§Zm AmJmD$ gyMZm {_iUoMo Ñï>rZoImcrc ñno{g{\$Ho$eZZwgma E_ Eg S>o{c_oQ>g© nwa{dUo d ImË`mMo gwMZoZwgmagwM{dcoë`m {R>H$mUr ~g{dUo. A) _Q>o[a`c - _m°S>r\$mB©S> Ao~rgr ßc°ñQ>rH$ \$m°a amCÝS>hm` {àPo_°Q>rH$ {dW _mCÝQ>tJ ßcoQ> d nmdS>a H$moQ>oS> {J«c ~) gmB©O - 62 {__r ì`mgE_ Eg nmB©n H$) H$ca - nm§T>am / H$mim S>) AmH$ma - Jmoc B) [aâcoŠQ>rìh hm`{àP_J«oS> [aâcoŠQ>a \$) ñno{g{\$Ho$eZ C§Mr 1000+200=1200 {__r J) {g_|Q>J«mD$Q>tJ d A°H$atJ H$éZ OmJoda ~g{dUo.

nW-^mJ 7-30

à{V ZJE_ Eg S>o{c_oQ>g© nwa{dUo78081 nW-^mJ 7-30-1 596.00


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Providing and fixing sign boards of 1.80m x 1.20m size or other suitablesimilar size made out of 14 guage sheet with retro reflective sheetingof high intensity grade .

nW-^mJ 7-31

n«[V Mm¡.[_.

Providing and fixing sign boards of 1.80m x 1.20m size or other suitablesimilar size made out of 14 guage sheet with retro reflectivesheeting of high intensity grade .

78082 nW-^mJ 7-31-1 7,995.00

n«[V Mm¡.[_.

Engineering grade partly reflective signboards78267 nW-^mJ 7-32 6,558.00

n«[V Mm¡.[_.

Providing and fixing sign boards of size 90cm having shape of anequilators traingle made out of 14 guage sheet with retro reflectingsheeting of high intensity grade.

78084 nW-^mJ 7-33 0.00

à{V ZJImË`mZo gwM{dë`mà_mUo AmH$f©H$ AîQ>H$moUr Im§~ nwa{dUo d ~g{dUo `m_Üò Imbr~m~tMm g_mdoe Amho. Im§~mMr C§Mr 9 _rQ>agmR>r 1)Vimbm AîQ>H$moUr Agbobm2 .5 _r. bm§~rMm Im§~ ~mhoarb ì`mg 275 {_._r. Vo darc 140 {_. _r. Agmdm.OmS>r 3 {_._r. 2) _Ybm amC§S> eon Agbobm 5 _r. bm§~rMm Im§~ ~mhoarb ì`mg140 d 4 Vo 4.5 {_._r.OmS>rMm Agmdm. 3) daMm 2 _r. bm§~rMm H$moUrH$b Q>m°nAgbobm Im§~mMm ~mhoarb ì`mg 140 {_._r. Vo 90 {_._r.d 3.8 OmS>rMm Agmdm.4) daVr 4.5 _r. H°$ZQ>r{bìha Amoìha h±J ~°«Ho$Q> , ~mhoarb ì`mg 76.5 {_._r. dOmS>r 3.8 {_._r. `m ~amo~a 1 _r. bm§~rMm ñbrd d H°$ZQ>r{bìha ~«°Ho$Q> 1.50 _r.bm§~ `mbm 8 {_._r. ì`mgmMo XmoZ ZJ dmà amonZo Q>Z© H$o~ëg d ~moëQ>Zo OmoS>Uo.gmB©Z~moS>© ~g{dÊmogmR>r ~moëQ>tJMr gmo` H$aUo. 5) \$m§CS>oeZ ~moëS> 4 ZJ, 750 {_.{b. bm§~ d 20 {_. _r. ì`mg 6) ~og ßboQ> 390*390*16 {_._r. OmS> 7) g°ÝS>ãbmqñQ>J , g§nyU© Im§~mgmR>r d H°ÝQ>r{bìha ~«°Ho$QgmR>r ñào J°ëìhZm`qPJ BË`mXr gd©Am` Eg ñno{g{\$Ho$eZà_mUo g§nyU© H$aUo. 8)nm°{b`wa{WZ n|Q> H$aUo.

78085 nW-^mJ 7-34 68,000.00

ñQ>oZbog ñQ>rb ~mobmS>© ,nwa{dUo d ~g{dUo Q>mB©n 304 J«oS>,`m_Üò Imbrb ~m~tMmg_mdoe Amho.100 {_ _r.ì`mgmMo d 2 {_._r.OmS>rMo nmB©n ñQ>oZbog ñQ>rbMo 3 atJ20 {_._r. ê§$Xr d 1.6 Vo 2 {_._r. OmS>rMo doT r H$aUo. Ë`m_Üò 2 hm` B§Q>oZ{gQ>raoQ´>moaoßboŠQ>rìh nQ²Q>`m bmdUo. ~og ßboQ> _mB©b [ñQ>b 200 {_. _r. ì`mgmMo hmoëS> \$mñQ4 ZJ bm|IS>r ~ma~mobmS>©Mr darb ~mOy ImË`mÀ`m gwMZoZwgma ñQ>oZbog pñQ>b ßboQZo~§X H$aUo d {_aa {\${Ze AWdm _°Q> [\${Ze H$aUo

nW-^mJ 7-35


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Rate In (Rs)


~§X H$aUo d {_aa {\${Ze AWdm _°Q> [\${Ze H$aUo

à{V ZJ1200 {_._r. C§Mr78086 nW-^mJ 7-35-1 7,450.00

à{V ZJ1500{_._r. C§Mr78087 nW-^mJ 7-35-2 9,000.00

à{V ZJ{g_|Q> _m°Q>©a / H$m±H«$sQ>_Üò ImË`mZo gwM{dë`m à_mUo àËòH$ {g_|Q> nmoË`m_Üò {H$_mZ300 {_._r. A°ŠgoboQ>a Ao- 11 A°S>{_ŠMa {_gbUo ( Xa àËòH$ {g_|Q> nmoË`mg )

78088 nW-^mJ 7-36 103.00

à{V ZJ{g_|Q> _m°Q>©a / H$m±H«$sQ>_Üò ImË`mZo gwM{dë`mà_mUo àËòH$ {g_|Q> nmoË`m_Üò {H$_mZ 5{cQ>a H°$Q>m{cñQ> E\$.Eg.100 A°S>{_ŠMa {_gbUo ( Xa àËòH$ {g_|Q> nmoË`mg )

78089 nW-^mJ 7-37 613.00

à{V ZJ{g_|Q> _m°Q>©a / H$m±H«$sQ>_Üò ImË`mZo gwM{dë`mà_mUo àËòH$ {g_|Q> nmoË`m_Üò {H$_mZ 1{cQ>a hm`[H«$Q> 0 A°S>{_ŠMa {_gbUo ( Xa àËòH$ {g_|Q> nmoË`mg )

78090 nW-^mJ 7-38 139.00

à{V ZJImË`mZo gwM{Më`mà_mUo 100 {__r. cm§~rMo d 10 {__r. ì`mgmMo A°H$a \$mñQ>anwa{dUo d ~g{dUo

78091 nW-^mJ 7-39 25.00

a._r.nwUo _ZnmMo ImË`mZo nwa{dbobo H$m°H«$sQ>Mo amoS> {S>ìhm`S>a d \w$Q>nmÏmMo H$~© ñQ>moZ ãbm°Šg JmS>rV MT>{dUo, CVa{dUo, 20 {H$._r. n`ªV dmhÿZ ZoUo `m_Üò H«o$Z , Oo, gr. ~r.S>§na , S´>m`ìha , B§YZ BË`mXrgh g§nyU© ~m~tMm g_mdoe Amho .

78092 nW-^mJ 7-40 74.00

a._r.nwUo _ZnmMo ImË`mZo nwa{dbobo H$m°H«$sQ>Mo amoS> {S>ìhm`S>a d \w$Q>nmÏmMo H$~© 37.00a._r. ñQ>moZ ãbm°Šg , gwM{dë`mn«_mUo ~g{dUo `m_Üò Amdí`H$ Vo ImoXmB© H$aUo, gm§Ümo{g_|Q> _m°Q>©a (1…3) _Üò ^ê$Z KoUo d nmUr _maUo BË`mXr gh nyU©.

78093 nW-^mJ 7-41 37.00

à{V ZJSupply of precast Reinforced Cement Bench overall size.1300mm(length ) X 450mm(width) X 700mm(height), manufactured by usingM-30grade of concrete in three parts of each consisting of two legs(700 X 450 X 75/150mm) & one platform of size (1150X450X75mm)Thethree parts will be joined together with nuts &bolts at appropriate placeand exposed portion shall be grit finish with 3 to 5 mm marble dana thebase product shall be manufactured by vibro compactiom process using FRP/Steel moulds and suitably reinforced to prevent cracking during ,handling . transportation .& normal use colour as per Engineer in charge .Refer Dwg .no .BRT- PUNE / CO1 /I-DET /11

78094 nW-^mJ 7-42 1,727.00


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Rate In (Rs)


n«[V Mm¡.[_.

Supply & fixing precast cement concrete cylindrical Bollard of size950 mm hight X 150 mm dia , as per our drawing , manufactured by M – 30grade of concrete & suitable reinforced & manufactured by vibrocompaction process using FRP moulds ,so as to achieve shuttering finish &groves filled with broken vitreous crazy blue & yellow colour tiles Referdwg . No. BRT – PUNE /CO1/1-DET/09

78095 nW-^mJ 7-43 543.00

n«[V Mm¡.[_.

Supply & fixing precast cement concrete cylindrical Bollard of size400 mm dia & 375 mm height, manufactured by M – 30 grade of concrete byvibro compaction process using FRP moulds &with washed fine grit finish onthe exposed surface of the bollard of approved colour & texture , Refer dwg . No.BRT – PUNE /CO1/1-DET/09

78096 nW-^mJ 7-44 2,200.00

à{V ZJnwUo _hmZJanmcrHo� _m\© V�nwa[dÊ`mVm Amcoco�500�_r._r. cm¨~rMonm°[b_a�Hm±H«rQ�ãcm°H��gmag~mJ�H moRr�H m`m©c`�òWyZ�KodyZ�Ë`mda�\�an H mo¨[QJ�HéZ�ImË`m_m\©V�gwM[dcoë`m�[RHmUr�Amdí`H� Vo A±Ha�\ mñQ_a,�ZQ� ~moëQ�BË`mXr�dmnéZ Oéa�Vo�Šc°SoŠg�B. gm[hË`�d�OZaoQa�BË`mXr�gh� g§nwU©�Hm_ nwU©�H éZXoUo.

78097 nW-^mJ 7-45 200.00

Specification:


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Chapter Name Rehabilitation of Bridges in Pune TownRate In (Rs)


a._r.Providing and laying of a strip seal expansion joint catering to maximumhorizontal movement uptp 70mm, complete as per aproved drawings and standardspec.s to be installed by the manufacturer/ supplier to their authorisedrepresentative ensuring compliance to the manufacturer instruction forinstallation

78243 nW-^mJ 8-1 9,548.00

a._r.Repair to Expansion Joint by removing rich mix cement concrete nearexpansion joints including stacking the spoil as directed with allleads, lifts near expansion joints etc.Note: - Use of equipement like Air compressor is considered in thisitem

78244 nW-^mJ 8-2 2,085.00

Q Z�H°n°[gQr

Supplying, Fitting and fixing in position true to line and levelPOT - PTFE bearing consisting of metal piston supported by a disc orunreinforced elastomer confined within a metal cylinder, sealingrings, dust seals, PTFE surface sliding against stainless steelmating surface complete assembly to be of cast steel/ fabricatedstructure steel, metal and elastomer element to be as per IRC: 83 part I &II respectively and other parts confirming to BS 5400, section 9.1 &9.2 and clause 2006 of MORTH spec. complete as per drawing spec noMORT & H 2000-2200

78245 nW-^mJ 8-3 190.00

Q Z�H°n°[gQr

Supplying fitting and fixing in position true to line and levelelastomeric bearing confirming to IRC 83 Part II Section IX andclause 2005 of MoRTH specification complete including allaccessories as per drawing and technical specifications

78246 nW-^mJ 8-4 1.30

n«[V Mm¡.[_.

Sand blasting to the concrete surface including all materialmachinery and labour etc. complete.

78247 nW-^mJ 8-5 95.00

n«[V Mm¡.[_.

Applying acqua epoxy tack coat on cleaned surface including cost ofmaterials labour etc. complete. (Excluding cost of scaffolding)

78248 nW-^mJ 8-6 185.00


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Rate In (Rs)


n«[V Mm¡.[_.

Providing and applying shot creating in C.C. 1:1:2 to an averagethickness of 75 mm under pressure of 2.1 Kg./ Sq.cm. to 2.8 Kg./ Sq.cmincluding providing necessary approved quick setting admixture,cleaning, watering, curing etc. with all machinery material labouretc. complete without scaffolding

78249 nW-^mJ 8-7 550.00

K._r.Providing epoxy mortar for repairs to the cracked girders includingchipping the loose and cracked concrete exposing the sheathingcables wherever corroded cleaning rust by means of wire mesh and sandblasting rebuilding and giving minimum 3 days compressive strengthof 525 Kg./Sq.m and maximum epoxy consumption of 258 Kg/Cum. of mortar with allmaterials, labour equipment etc. complete as directed.

78250 nW-^mJ 8-8 1,50,150.00

K._r.Providing and laying epoxy concrete using epoxy sand course sand and trapmetal in suitable proportion by weight including mixing, placing,compacting inclusive of cleaning the surface for applying the tackcoat of epoxy as directed and giving minimum 3 days compressive strength of525 Kg./ Sq.cm and maximum epoxy consumption of 214 Kg./Cum. of concreteincluding necessary formwork with all materials, labour, centeringequipment etc. complete as directed.

78251 nW-^mJ 8-9 1,16,750.00

n«[V Mm¡.[_.

Providing epoxy coating in primer + 2 coats to the girders includingcleaning by sand blasting brushing cost of materials, machinery,equipment, labour etc. complete as directed

78252 nW-^mJ 8-10 560.00

[H .J«m_Providing and injecting epoxy grout including strutting of crack inthe body of slab girder by sand blasting, fixing inlet tubearrangements including cost of all materials, machinery required forthe work, labour charges etc. complete.

78253 nW-^mJ 8-11 1,120.00

n«[V Mm¡.[_.

Providing and applying approved coal tar epoxy painting in 3 coats toconcrete surface

78254 nW-^mJ 8-12 210.00


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n«[V Mm¡.[_.

Repairing of honey combed area, spalling area by chipping out thedamaged spalled or honey combed portion of concrete upto and behind rebarswith rusting, cleaning of all rust, scale and loose materials,scaffolding, compressed air, machinery etc. complete. Spec. : Asdirected by Engineer-in-chargeNote : Item includes use of air compressor, chipping machine, andscaffolding for height of 8 to 10 meters.

78255 nW-^mJ 8-13 360.00

n«[V Mm¡.[_.

Providing and applying well mixed polymer cement slurry (polymer cementratio 1:2) over well soaked surface but dry concrete and steel rebar foradhesion of fresh cement and sand mortar as per specification and asdirected etc. complete.Note : Item included use of polymers like sikalatex or similar materialsof relevant specification and scaffolding for height 8 to 10 meters.Spec. : As directed by Engineer-in-charge

78256 nW-^mJ 8-14 450.00

Providing and laying M-35 grade c.c. for R.C.C. jacketting aroundthe piers etc. complete.Note : This item includes jacketting to piers of existing bridge.This item includes scaffolding for height of 8 to 10 meters.Spec. No. M.O.R.T. & H. 12.8, 1500, 1700 & 2100

nW-^mJ 8-15

K._r.With natural sand78257 nW-^mJ 8-15-1 5,490.00

K._r.With crushed sand78258 nW-^mJ 8-15-2 5,394.00

Specification:


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Chapter Name ZXrdarc nwcmMr H$m_oRate In (Rs)


ZXrdarb nwbmÀ`m H$m_mgmR>r {nAa d A°~Q>_|Q>Mo bmoHo$eZ g|Q>a bmB©Z BñQ>°pãbe_|Q>gmR>r ZXrdarc nwcmMr Amdí`H$VoZwgma gìh}jU H$aUo d _yi S>oQ>_|Q>erOwiUmao Ago VmËnwaVo ~|M _mH©$ V`ma H$aUo d H$m_o -1VXZwf§{JH$ ZH$meo d gmB©Q>gìh}jUmMr _moO_mno ghm à{V_Üò gmXa H$aUo Amdí`H$, gmYZ gm_wJ«rMo_mo~rcm`PoeZ H$aUo.

nW-^mJ 9-1

à{V Om°~_mo~rcm`PoeZ H$aUo78106 nW-^mJ 9-1-1 0.00

H$ëìhQ>©gmR>r {nAa d A°~oQ>_|Q>Mo bmoHo$eZ g|Q>a cmB©Z d EñQ>°pãce_|Q> gmR>rAmdí`H$VoZwgma ZXrdarc nwcmMr gìh}jU H$aUo d _yi S>oQ>_Mr g§b½Z Ago VmËnwaVo~|M _mH©$ V`ma H$aUo d VXZwf§{JH$ ZH$meo d _-2gmB©Q> gìh}jUmMr _moO_mno ghmà{V_Üò gmXa H$aUo Amdí`H$, gmYZ gm_wJ«rMo _mo{~bm`PoeZ H$aUo B. gh nyU© Xa( ñc°~ E[a`m)

nW-^mJ 9-2

n«[V Mm¡.[_.

gìh}jU H$aUo78107 nW-^mJ 9-2-1 0.00

a§JrV N>m`m{MÌ H$mT>Uo - H$m_mdarb A{^`§VmÀ`m {ZX}emZwgma Mmby H$m_mMo a§JrVN>m`m{MÌ H$mT>Uo d nwa{dUo.

nW-^mJ 9-3

à{V ZJa§JrV N>m`m{MÌ H$mT>Uo78108 nW-^mJ 9-3-1 0.00

ZXrdarb nwbmgmR>r ZXrVrb nmÌmV A°~Q>>_|Q>À`m \ mD$ÝS>oeZMo H$m_ H$aÊ`mgmR>rAmdí`H$ Ë`m ZXrdarc nwcmMr Q>o[a`bMo H$m°\ a°S>_ H$aUo. S>rdm°Q>atJ H$aUo d H$m_ nyU©Pmë`mda H$m°\ a°S>_ H$mT>Uo B. gh nyU©.

nW-^mJ 9-4 ~

à{V Om°~S>rdm°Q>atJ H$aUo78109 nW-^mJ 9-4~-1 ~

0.00

H$m_ nyU© Pmë`mda H$m_mdaÀ`m OmJoMr gm\ g\ mB© H$aUo. nwbmMo H$m_ nyU© Pmë`mdaH$m_mdarb ZXrdarc nwcmMr amS>mamoS>m H$m_mV dmnaÊ`mV Z Amboë`m~m§YH$m_mMo gm{hË`, PmonS>çm B. H$m_mdarb H$m_o -4 B§{O{ZAaÀ`m {ZX©oemZwgma dñno{g[\ Ho$eZ Zwgma H$mT>Uo d gmB©Q> déZ hbdyZ gmB©Q> ñdÀN> H$aUo B. nyU©

nW-^mJ 9-4 A


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06/05/14 2:00Page 57 of 65

Rate In (Rs)


n«[V Mm¡.[_.

gm\ g\ mB© H$aUo78110 nW-^mJ 9-4A-A

0.00

chmZ nwcmgmR>r nmÊ`mÀ`m nmÌmV A°~Q>_|Q>À`m \ mD$ÝS>oeZMo H$m_ H$aÊ`mgmR>rAmdí`H$ Ë`m ZXrdarc nwcmMr _Q>o[a`bMo H$m°\ a°S>_ H$aUo. {S>dm°Q>atJ H$aUo d H$m_nyU© Pmë`mda H$m°\ aS°>_ H$mT>Uo B.gh nyU©.

nW-^mJ 9-5

K._r.chmZ nwcmgmR>r {S>dm°Q>atJ H$aUo78111 nW-^mJ 9-5-1 0.00

ZXrdarc nwcmgmR>r {nAa d A~oQ>_|Q>Mo \ mD$ÝS>oeZgmR>r nrgrgr ~og boà H$aUo H$m_rnm`mVrb ZXrdarc nwcmMr H$m_mgmR>r `§ÌmZo \ moS>bobr {_Šg {S>PmB©Z d ñno{g[\Ho$eZ_Üò {Xboë`m AmH$mamMr d Ë`m H$m_o -6 à_mUmV IS>r, {g_|Q>, dmiy dnmUr KodyZ E_ 25 J«oS>Mo H§$Q´>mob H$m±H«$sQ> H$aUo, dmiy d IS>rMo {_lUmV nmUr Q>mHy$Z`§ÌmZo ( H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$sQ> nwa{dUo dH$m±H«$rQ>MoAmdí`H$VoZwgma \$ù`m, ßcoQ> BË`m{X cmdyZ g_n¥ð> H$aUo, Yw_gUo, {MiUo d15 {Xdg nmUr _maUo, g|Q>[a¨J H$aUo, AmYma XoUo, dJ¡ao nyU©

nW-^mJ 9-6

K._r.A~oQ>_|Q>Mo \ mD$ÝS>oeZgmR>r nrgrgr78112 nW-^mJ 9-6-1 0.00

ZXrdarc nwcmgmR>r A~°Q>_|Q> d {nAaMo \y Q>tJÀ`m H$m±H«$sQ>gmR>r `§ÌmZo \ moS>bobr {_Šg{S>PmB©Z d ZXrdarc nwcmMr ñno{g[\ Ho$eZ_Üò {Xboë`m AmH$mamMr Q´>°nñQ>moZMr IS>r KodyZ, {_Šg {S>PmB©Z_Üò {Xboë`m H$m_o -7à_mUmV {g_|Q>, dmiy dnmUr KodyZ, E_-25 J«oS>Mo H§$Q´>mob H$m±H«$sQ> V`ma H$aUo d nwa{dUo, VgoM gXa IS>r,dmiy, {g_|Q> d nmÊ`mÀ`m `§ÌmZo (H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$rQ> nwa{dUdQ>mH$Uo. H$m±H«$sQ>Mo Amdí`H$VoZwgma \$ù`m cmdyZ \$m°_© dH©$ V`ma H$aUo, H$m±H«$sQ> H$aUo,ngaUo, g_n¥ð> H$aUo, Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo d 28 {Xdg nmUr _maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo, AmYma XoUo, dJ¡ao nyU©.

nW-^mJ 9-7

K._r.E_-25 J«oS>Mo H§$Q´>mob H$m±H«$sQ>78113 nW-^mJ 9-7-1 0.00

ZXrdarc nwcmgmR>r Amagrgr {nAa em\Q> H$aUo, Amagrgr {nAa em\Q>gmR>r `§§ÌmZo \moS>bobr {_Šg {S>PmB©Z Zwgma `mo½` Ë`m AmH$mamMr Q´>°n ñQ>moZMr IS>r KodyZ, {_Šg{S>PmB©Z d ñno{g[\ Ho$eZ_Üò {Xboë`m à_mUmV {g_|Q> dmiy d nmUr gh E_ 25 J«oS>MoH$m±H«$sQ> V`ma H$aUo d nwa{dUo, VgoM gXa IS>r dmiy, {g_|Q> d nmUr dmnéZ`§ÌmZo V`ma Ho$coco {g_|Q> H$m±H«$rQ> JmocmH$ma emâQ>_Üò d BÝQ>a{_S>rEQ> S>m`\«$m__ÜòâUo d H$m±H«$sQ>Mo Amdí`H$VoZwgma \$ù`m, ßcoQ> B.cmdyZ \$m°_dH©$ V`ma H$aUo, Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo d 28 {Xdg nmUr_maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo, AmYma XoUo, dJ¡ao B.gh nyU©

nW-^mJ 9-8


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06/05/14 2:00Page 58 of 65

Rate In (Rs)


âUo d H$m±H«$sQ>Mo Amdí`H$VoZwgma \$ù`m, ßcoQ> B.cmdyZ \$m°_dH©$ V`ma H$aUo, Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo d 28 {Xdg nmUr_maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo, AmYma XoUo, dJ¡ao B.gh nyU©

K._r.Amagrgr {nAa em\Q> H$aUo78114 nW-^mJ 9-8-1 0.00

ZXrdarc nwcmgmR>r Amagrgr {nAa H°$ngmR>r H$m±H«$sQ>tJ H$aUo`§§ÌmZo \ moS>bobr {_Šg {S>PmB©Z Zwgma `mo½` Ë`m AmH$mamMr Q´>°n ñQ>moZMr IS>r KodyZ,{_Šg {S>PmB©Z d ñno{g[\ Ho$eZ_Üò {Xboë`m à_mUmV {g_|Q> dmiy d nmUr gh E_ 25J«oS>Mo H$m±H«$sQ>V`ma H$aUo d nwa{dUo, VgoM gXa IS>r dmiy, {g_|Q> d nmUr dmnéZ `§ÌmZo V`ma Ho$coco{g_|Q> H$m±H«$rQ> JmocmH$ma emâQ>_Üò d BÝQ>a{_S>rEQ> S>m`\«$m__Üò âUo d H$m±H«$sQ>MoAmdí`H$VoZwgma\$ù`m, ßcoQ> B. cmdyZ \$m°_dH©$ V`ma H$aUo, Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo d 28{Xdg nmUr _maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo, AmYma XoUo, dJ¡ao B.gh nyU©

nW-^mJ 9-9

K._r.{nAa H°$ngmR>r H$m±H«$sQ>tJ H$aUo78115 nW-^mJ 9-9-1 0.00

Amagrgr noS>ñQ>b -ZXrdarc nwcmMr Amagrgr noS>ñQ>b gmR>r `§ÌmZo \ moS>bobr {_Šg {S>PmB©Z Zwgma dñno{g[\ Ho$eZZwgma `mo½` Ë`m AmH$mamMr Q´>°n ñQ>moZMr IS>r KodyZ {_Šg {S>PmB©Z _Üò{Xboë`m à_mUmV {g_|Q> dmiy d nmUr E_ 40 J«oS>Mo H§$Q´>mob `mgh H$m±H«$sQ> V`ma H$aUod nwa{dUo, VgoM gXa IS>r, dmiy, {g_|Q> d nmÊ`mMo `§ÌmZo (H$m±H«$sQ> {_Šga) V`maHo$coco {g_|Q> H$m±H«$rQ> nwa{dUo d Q>mH$Uo.H$m±H«$sQ>Mo Amdí`H$VoZwgma \$ù`m cmdyZ \$m°_© dH©$ V`ma H$aUo, H$m±H«$sQ> H$aUo, ngaUo,g_n¥ð> H$aUo, Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo d 28 {Xdg nmUr _maUo, g|Q>[a¨JH$aUo, nhmS> H$aUo,AmYma XoUo dJ¡ao, nyU©

nW-^mJ 9-10

K._r.Amagrgr noS>ñQ>b78116 nW-^mJ 9-10-1 0.00

ZXrVrb nwbmgmR>r, ZXrVrb nmÌmV, {nAaÀ`m \ mD$ÝS>oeZ Mr ImoXmB© d H$m_oH$aÊ`mgmR>r, Amdí`H Ë`m _Q>oar`bMr H$m°\ a°S>_ H$aUo, S>rdm°Q>atJ H$aUo d H$m_ nyU©Pmë`mda H$m°\ a°S>_ H$mT>UoB. gh nyU©. nwa{dUo nwa{dUo

nW-^mJ 9-11


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à{V Om°~ZXrVrb nwbmgmR>r, ZXrVrb nmÌmV, {nAaÀ`m \ mD$ÝS>oeZ Mr ImoXmB©78117 nW-^mJ 9-11-1 0.00

chmZ nwcmgmR>r, nmÊ`mVrb nmÌmV {nAaMo \ mD$ÝS>oeZMr ImoXmB© d H$m_ H$aÊ`mgmR>rAmdí`H$ Ë`m _Q>o[a`bMr H$m°\ a°S>_ H$aUo, {S>dm°Q>atJ H$aUo d H$m_ nyU© Pmë`mda H$m°\a°S>_ H$mT>Uo B. gh

nW-^mJ 9-12

à{V Om°~chmZ nwcmgmR>r, nmÊ`mVrb nmÌmV {nAaMo \ mD$ÝS>oeZMr ImoXmB©78118 nW-^mJ 9-12-1 0.00

A°~Q>_|Q> d [aQ>©Z dm°b - ZXrdarc nwcmgmR>r A°~Q>_|Q> d [aQ>©Z dm°b nwcmMo A°~Q>_|Q>[aQ>Z© dm°b, S>Q>© dm°b, H$mD$ÝQ>a \ moQ>©, Amagrgr A°~Q>_|Q> H°$n d \«§ Q> d [aQ>Z© dm°bÀ`mH$mD$ÝQ>a \ moQ>© B. gmR>r E_ 25 H$m±H«$sQ>tJ H$aUo d ~mH$s gd© ~m~r A.H«$. 8 à_mUo.

nW-^mJ 9-13

K._r.A°~Q>_|Q> d [aQ>©Z dm°b78119 nW-^mJ 9-13-1 0.00

ZXrdarc nwcmgmR>r IS>H$mVrb ImoXmB©Vrb Cd©arV OmJoV E_ 15 H$m±H«$sQ> âUo,nwbmMH$m_mgmR>r Ho$boë`m IS>H$mVrb ImoXmB© d ~m§YH$m_ `m _Üò Agbobr OmJmIS>H$mÀ`m Imobr BVŠ`m d ~m§YH$m_mÀ`m nmgyZ 0.15 _r. `m A§Vamn`ªV E_ 15H$m±H«$sQ> âUo, `mgmR>r `§ÌmZo \moS>bobr {_Šg {S>PmB©ZZwgma `mo½` AmH$mamMr Q´>°nñQ>moZMr IS>r KoD$Z, {_Šg {S>PmB©Z_Üò{Xcoë`m à_mUmV H$m±H«$rQ> {g_|Q>, dmiy dnmUrgh E_ 15 J«oS>Mo H§$Q´>moëS> H$m±H«$sQ> V`ma H$aUo d nwa{dUo, VgoM gXa IS>r, dmiy,{g_|Q> d nmUr `§ÌmZo ( H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$sQ> nwa{dUo d Q>mH$Uo,H$m±H«$sQ>Mo Amdí`H$VoZwgma ngaUo, g_n¥ð> H$aUo, Yw_gUo, {MiUo, nmUr _maUo, nhmUrH$aUo B.ñno{g{\$Ho$eZZwgma nyU©

nW-^mJ 9-14

K._r.E_ 15 H$m±H«$sQ> âUo78120 nW-^mJ 9-14-1 0.00

ZXrdarc nwcmgmR>r Amagrgr A°àmoM ñb°~ -A°~oQ>_|Q>Mo _mJo Amagrgr A°àmoM ñb°~H$aUo `mgmR>r `§ÌmZo \moS>bobr {_Šg {S>PmB©ZZwgma `mo½` AmH$mamMr Q´>°n ñQ>moZMr IS>rKoD$Z, {_Šg {S>PmB©Z_Üò {Xcoë`m à_mUmV H$m±H«$rQ> {g_|Q>, dmiy d nmUrgh E_ 15J«oS>Mo H§$Q´>moëS> H$m±H«$sQ> V`ma H$aUo d nwa{dUo, VgoM gXa IS>r, dmiy, {g_|Q> d nmUr`§ÌmZo ( H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$sQ> nwa{dUo d Q>mH$Uo, H$m±H«$sQ>MoAmdí`H$VoZwgma ngaUo, g_n¥ð> H$aUo, Yw_gUo, {MiUo, nmUr _maUo, nhmUr H$aUoB.ñno{g{\$Ho$eZZwgma nyU©

nW-^mJ 9-15

K._r.ZXrdarc nwcmgmR>r Amagrgr A°àmoM ñb°~78121 nW-^mJ 9-15-1 0.00


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ZXrdarc nwcmgmR>r nmoH$i {nAa em°\Q>À`m nmoH$i OmJoV E_-10 gm_mÝ` J«oS>MoH$m±H«$sQ> H$aUo, `mgmR>r 50 {__r. 30 {__r. d 10 {__r. AmH$mamMr IS>r g_à_mUmVKodyZ H$m±H«$sQ> V`ma H$aUo

nW-^mJ 9-16

K._r.E_-10 gm_mÝ` J«oS>Mo H$m±H«$sQ> H$aUo78122 nW-^mJ 9-16-1 0.00

BbmñQ>mo_oarH$ ~oAatJ-Am` Ama gr 83 (^mJ XmoZ 1987 ) {S>PmB©Z Ho$boë`m dZH$memV {Xboë`m AmH$mamZwgma {S>PmB©Z Ho$bobo BbmñQ>mo_oarH$ ~oAatJ E_ AmoEg Q>r ñno{g[\Ho$eZ 2005 Zwgma V`ma H$aUo, nwa{dUo d OmJoda ~g{dUo, ñno{g[\Ho$eZZwgma ~g{dUo, dJ¡ao gh nyU©.

nW-^mJ 9-17

à{V KZg|._r.

BbmñQ>mo_oarH$ ~oAatJ78123 nW-^mJ 9-17-1 0.00

{àñQ>oñS> H$m°§H«$sQ> ~m°ŠggmR>r (H$mñQ> BZ {gQy>) OmJoda ~m°Šg d S>m`\« m_Mo H$m±H«$sQ>H$aÊ`mgmR>r `§ÌmZo \ moS>bobr {_Šg {S>PmB©Z Zwgma d ñno{g[\ Ho$eZZwgma `mo½` Ë`mAmH$mamMr Q´>°n ñQ>moZ IS>rKodyZ {_Šg {S>PmB©Z_Üò {Xboë`m à_mUmV {g_|Q> dmiy d nmUrgh E_ 40 J«oS>MoH§$Q´>moëS> H$m±H«$sQ> V`ma H$aUo d nwa{dUo VgoM gXa IS>r, dmiy, {g_|Q> d nmÊ`mÀ`m `§ÌmZo( H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$sQ> nwa{dUo d OmJoda Q>mH$Uo, H$m±H«$sQ>MoAmdí`H$VoZwgma \$ù`m, ßcoQ> cmdyZ \$m°_©dH©$ V`ma H$aUo, Vo ¹$m°{c\$mB©S>H$ÝgëQ>§Q>H$Sy>Z _mÝ` H$éZ KoUo, H$m±H«$sQ> H$aUo, ngaUo, g_n¥ð> H$aUo, Yw_gUo,ìhm`~«oQ>a cmdUo, {MiUo, 28 {Xdg nmUr _maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo, AmYmaXoUo dJ¡ao, nyU©

nW-^mJ 9-18

K._r.E_ 40 J«oS>Mo H§$Q´>moëS> H$m±H«$sQ>78124 nW-^mJ 9-18-1 0.00

ZXrdarc nwbmdarb Amagrgr H$~© {S>ìhm`S>a (g|Q´>b dO©) gmR>r E_ 25 J«oS>Mo H$m±H« rQ>H$aUo`§ÌmZo \ moS>bobr {_Šg {S>PmB©Z Zwgma d ñno{g[\ Ho$eZZwgma `mo½` Ë`m AmH$mamMrQ´>°n ñQ>moZ IS>r KodyZ {_Šg {S>PmB©Z_Üò {Xboë`m à_mUmV {g_|Q> dmiy d nmUrgh E_25 J«oS>Mo H§$Q´>moëS> H$m±H«$sQ> V`ma H$aUo d nwa{dUo VgoM gXa IS>r, dmiy, {g_|Q> dnmÊ`mÀ`m `§ÌmZo ( H$m±H«$sQ> {_Šga) V`ma Ho$coco {g_|Q> H$m±H«$sQ> nwa{dUo d OmJodaQ>mH$Uo, H$m±H«$sQ>Mo Amdí`H$VoZwgma \$ù`m, ßcoQ> cmdyZ \$m°_©dH©$ V`ma H$aUo, Vo¹$m°{c\$mB©S> H$ÝgëQ>§Q>H$Sy>Z _mÝ` H$éZ KoUo, H$m±H«$sQ> H$aUo, ngaUo, g_n¥ð> H$aUo,Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo, 28 {Xdg nmUr _maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo,AmYma XoUo dJ¡ao, nyU©

nW-^mJ 9-19


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06/05/14 2:00Page 61 of 65

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Yw_gUo, ìhm`~«oQ>a cmdUo, {MiUo, 28 {Xdg nmUr _maUo, g|Q>[a¨J H$aUo, nhmS> H$aUo,AmYma XoUo dJ¡ao, nyU©

K._r.E_ 25 J«oS>Mo H§$Q´>moëS> H$m±H«$sQ>78125 nW-^mJ 9-19-1 0.00

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nwbmÀ`m XwéñVr A§VJ©V H$amd`mMr H$m_o-nwcmMo {nAg© H$_mZr, B. n¥ð>^mJmda CJdbobr gd© PmS>o H$mnyZ H$mT>Uo `m gd©H$mnboë`m PmS>mÀ`m ~w§Ü`mda/_wimda/OmJr _mÝ` CËnmXH$mH$S>rb d _mÝ` XOm©Mo(½bm`cog/2-4 S>r) Am¡fY `mo½` Ë`m à_mUmV _maUo, VgoM Ë`m {R>H$mUr 1.0_r � 1.0 _r EdT>m àm`_a d 2Wam_Üò Bnm°Šgr H$moQ>tJ nwa{dUo d cmdUo Ë`m AmYr g°ÊS> ãcm°ñQ>tJZo / ~«eZogm\$g\$mB© H$aUo, `mgmR>r cmJUmam H$moUË`mhr àH$maMm nhmS> ~m§YUo, H$m_ H$aUmè`mgodH$m§À`m gwa{úmVVoÀ`m Ñï>rZogd© Cnm``moOZm H$aUo, goâQ>r ~oëQ>g²Mm Cn`moJ H$aUo, godH$m§À`m gwa{úmVVoÀ`m Ñï>rZogd© H$mncoë`m PmS>m§Mr gwMZoà_mUo dmhVyH$ H$aUo, _mc_Oyar BË`m{Xg{hV nyU©

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