,fdd`r tyxzg.k izcu/ku ifj;kstuk folr`r ifj;kstuk...

188
1 ,fdd`r tyxzg.k izcU/ku ifj;kstuk foLr`r ifj;kstuk izfrosnu tyxzg.k {ks= dk uke fpRrkSM+x< vkbZ-MCY;w-,e- ih- &19 eksVfy;kl esadzks@ekbdksa u- 2/3,4,5,13,14,15,16,29, 30,31 HkkSxksfyd {ks=Qy 4365 gSa- izHkkoh {ks=Qy 4365 gSa- ifj;kstuk dh ykxr 523-80 yk[k dUotsZUl ykxr 32-24 yk[k dqy ykxr 556-04 yk[k ifj;kstuk vof/k 2013&14 ls2017&18 lgk;d vfHka;rk ifj;kstuk fdz;kU;ou ,tsUlh] iapk;r lfefr& xaxjkj] ftyk & fpRrkS M+x<

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1

,fdd`r tyxzg.k izcU/ku ifj;kstuk

foLr`r ifj;kstuk izfrosnu

tyxzg.k {ks= dk uke

fpRrkSM+x< vkbZ-MCY;w-,e-ih- &19 eksVfy;kl

esadzks@ekbdksa u-

2/3,4,5,13,14,15,16,29,30,31

HkkSxksfyd {ks=Qy 4365 gSa-

izHkkoh {ks=Qy 4365 gSa-

ifj;kstuk dh

ykxr

523-80 yk[k

dUotsZUl ykxr 32-24 yk[k

dqy ykxr 556-04 yk[k

ifj;kstuk vof/k 2013&14 ls2017&18

lgk;d vfHka;rk ifj;kstuk fdz;kU;ou ,tsUlh]

iapk;r lfefr& xaxjkj] ftyk & fpRrkSM+x<

2

,fdd`r tyxzg.k izcU/ku ifj;kstuk

ifj;kstuk dk uke%& vkbZ-MCY;w-,e-ih- &19 eksVfy;kl

ifj;kstuk dk {ks=Qy%& 4365 gSa-

ifj;kstuk dh ykxr%& 523.80 yk[k

dUotsZUl dh ykxr%& 32.24 yk[k

dqy ykxr%&556.04 yk[k

-:ekbdksaz u-:-

(2/3,4,5,13,14,15,16,29,30,31)

lgk;d vfHka;rk ifj;kstuk fdz;kU;ou ,tsUlh]

iapk;r lfefr& xaxjkj] ftyk & fpRrkSM+x<

3

izek.k i=

izekf.kr fd;k tkr gS fd v/kksgLRkk{kjdrkZ }kjk {ks= dh vko’;drk vk/kkfjr xfrfof/k;ksa dks

tyxzg.k ifj;kstuk esa izLrkfor fd;k gS] xfrfof/k;ksa dk p;u esa ykHkkaforksa dh lfdz; Hkkxh/kkjh jgh

gS ,oa tyxzg.k desVh ds ijke’kZ esa tyxzg.k ifj;kstuk dk foLrr ifj;kstuk izfrosnu rS;kj fd;k

x;k gSA xzke lHkk ls tyxzg.k ifj;kstuk ds Iyku ,oa foLrr ifj;kstuk izfrosnu dk vuqeksnu izkIr

dj fy;k x;k gSA tyxzg.k ifj;kstuk fpRrkSM+x< vkbZ-MCY;w-,e-ih 19 iapk;r lfefr xaxjkj ftyk

fpRrkSM+x< dk Iyku ,oa foLrr ifj;kstuk izfrosnu rduhdh :i ls lgh] mfpr ,oa mi;ksxh gS ,oa

bldk fdz;kUo;u o"kZ 2013&14 ls 2017&18 dh vof/k esa fd;k tkosxkA o"kZ 2012&13 esa Lohdr

vkbZ-MCY;w-,e-ih- &19 eksVfy;kl ia-l xaxjkj ftyk fpRrkSM+x< ifj;kstuk dk Iyku ,oa Mh0ih0vkj

rduhdh :i ls Bksl] mi;qDRk gSA

gLrk{kj gLrk{kj gLrk{kj gLrk{kj gLrk{kj gLrk{kj

v/;{k v/;{k

tyxzg.k

lfefr

MCY;w-Mh-Vh0 lnL; dfu"B

vfHk;Urk

ih0vkbZ0,0

Lkgk;d vfHk;Urk

Ikfj;kstuk izca/kd

MCY;w-lh-Mh-lh-

ftyk fpRrkSM+x<

1 :nnso flag jk.kkor

2 yknqyky ‘kekZ

3 teuk yky pkS/kjh

4 feuw uhye.kh

4

jktLFkku ljdkj xzkeh.k fodkl ,oa iapk;rh jkt foHkkx

¼tyxzg.k fodkl ,oa Hkw laj{k.k½

Ikfj;kstuk dk uke % vkbZ-MCY;w-,e-ih- &19 eksVfy;kl” Ikfj;kstuk dk izHkkoh {ks=Qy % 4365 gSa- Ykkxr izfr gSDVs;j % 12000 :i;sa Ikfj;kstuk dh ykxr¼yk[k :Ik;s esa½ % 523-80 yk[k Iakpk;r lfefr % xaxjkj ftyk % fpRrkSM+x<

ih0vkbZ0,0 % lgk;d vfHk;Urk tyxzg.k fodkl ,oa Hkw laj{k.k iapk;r lfefr xaxjkj

Ikfj;kstuk izca/kd ftyk lSy o MkVk lSaVj ftyk fpRrkSM+x<

5

Ikfj;kstuk dk foLr`r fooj.k

1- Ikfj;kstuk dk uke % vkbZ-MCY;w-,e-ih- &19 eksVfy;kl”

2- Ikfj;kstuk dh Lohdfr la[;k ,oa fnukad %

3- eSdzks ,oa ekbdzks la[;k % 2/3,4,5,13,14,15,16,29,30,31

4- ifj;kstuk {ks= dh Lohdfr ,oa izLrkfor {ks= esa vUrj % dksbZ ugha

vkbZVe Ikfj;kstuk dh Lohdfr ds vuqlkj foLrr ifj;kstuk izfrosnu ds

vuqlkj

Ikfj;kstuk dk {ks=Qy

¼gSDVs;j½

4365 gS- 4365 gS-

Ikfj;kstuk dh ykxr¼yk[k

:Ik;s esa½

523.80 523.80

eSdzks ,oa ekbdzks la[;k

2/3,4,5,13,14,15,16,29,30,31 2/3,4,5,13,14,15,16,29,30,31

xzke iapk;rksa ds uke

lknh] lksfu;k.kk] lkM+kl] tkatjksa dk

[ksM+k

lknh] lksfu;k.kk] lkM+kl] tkatjksa dk

[ksM+k

xkaoksa ds uke

Lkknh]:iiqjk] eksVfy;kl] lksfu;k.kk]

=S"Bk] xsatjk] lkM+kl] Hkk.kih] ew.k dk

[ksM+k] e.Mfi;k] djfr;kl] pUnuiqjk]

jkBksM+ks dk [ksM+k] 'kEHkwiqjk

Lkknh]:iiqjk] eksVfy;kl] lksfu;k.kk]

=S"Bk] xsatjk] lkM+kl] Hkk.kih] ew.k

dk [ksM+k] e.Mfi;k] djfr;kl]

pUnuiqjk] jkBksM+ks dk [ksM+k] 'kEHkwiqjk

6

Mh-ih-vkj- fooj.k

fojj.k ist uEcj

v/;k; %& 01

& ifj;kstuk dk ifjp; 8

& tyxzg.k ifj;kstuk dh lkekU; fo’ks’"krk,a ¼ykxr ,oa {kS= fooj.k ½ 8

& tyok;q {ks= esa gkbZMªksyksftdy laca/kh lwpuk,sa 10

& ifj;kstuk {ks= esa vU; fodkl ;kstukvksa dh tkudkjh 11

& laLFkkxr O;oLFkk,sa ¼,l0,y0,u0,0] tyxzg.k lSy de MkVk lsUVj

ih0vkbZ0,0 tyxzg.k fodkl ny] tyxzg.k desVh lfpoA

12&18

& vkbZ0MCY;w0,e0ih0 cSclkbZV gsrq cslykbZu losZ izi= 19

v/;k; %& 02

2-1 tula[;k ,oa ifjokjksa dk fooj.k 20

2-2 fodkl ladsrd 20

2-3 Hkwfe mi;ksx 20

2-4 mRikndrk esa vUrj dk fo’ys"k.k 21

2-5 lCth] Qwyksa o vkS"k/kh; ikS/kksa dh [ksrh 23

2-6 ifj;kstuk {kS= esa Hkwfe/kkj.k dh fLFkfr

2-7 i’kq dh fLFkfr& i’kq nqX/k mRiknu ,oa vkSlr mRikndrk 24

2-8 pkjs dk mRiknu 25

2-9 df"k midj.kksa dh fLFkfr 26

2-10 egkRek xka/kh ujsxk dh fLFkfr 26

2-11 iyk;u dh fLFkfr 27

2-12 orZeku esa vkthfodk xfrfof/k;ksa dh fLFkfr 28

2-13 orZeku esa fLFkr Lo;a lgk;rk lewg dh fLFkfr 29

2-14 Hkw&ty dh fLFkfr 30

2-15 ihus ds ikuh dh miyC/krk 30

2-16 ty mi;ksx {kerk 31

7

2-17 <+ky dk fooj.k 31

2-18 o"kkZ cgko ds ty dk ctV 32

2-19 feV~Vh dk fooj.k 33

2-20 feV~Vh ds {kj.k dh fLFkfr 33

v/;k; %& 03 izkjafHkd pj.k 34&55

v/;k; %& 04 xfrfof/kokj ¼ykxr dk lkjka’k½ 56&65

v/;k; %& 05 okf"kZd dk;Z ;kstuk 66&106

v/;k; %& 06 vk’kkfUor ifj.kke ,oa bZdkbZ ykxr 107&108

v/;k; %& 07 rduhdh fMtkbZu ,oa rdehusa 109&184

v/;k; %& 08 layXud 185

8

v/;k;&1

ifj;kstuk {ks= dk ifjp; %

ifj;kstuk dk LFkku %

Tkyxzg.k ifj;kstuk vkbZ0MCY;w0,e0ih0 19 ¼o"kZ 2012&13½ xaxjkj iapk;r lfefr fpRrkSM+x< ftyk

esa fLFkr gSA ifj;kstuk {ks= 250 06’0” ls 250 11’0” v{kka’k ,oa 740 37’0” ls 740 45’0” ns’kkarj ds chp

vkrk gS] ifj;kstuk {ks= iapk;r lfefr eq[;ky; ls 20 fdyksehVj nwjh ij ,oa ftyk eq[;ky; ls 40

fdyksehVj dh nwjh ij fLFkr gSA ifj;kstuk {ks= esa 9439 O;fDr fuokl djrs gSaA

Tkyxzg.k ifj;kstuk dh lkekU; fo’ks"krk,sa %

dz0la0 Ikfj;kstuk dh lkekU; fo’ks"krk,sa

d Hkkjr ljdkj }kjk Lohdfr ds vuqlkj Ikfj;kstuk dk

uke

fpRrkSM+x<

vkbZMCY;w,eih 19

[k Tkyxzg.k ifj;kstuk dk LFkkuh; uke eksVfy;kl

x dSpeSUV dk uke ¼fjoj csflu vuqlkj½ cukl

?k Ikfj;kstuk dk izdkj vU;

.k Ikfj;kstuk {ks= esa vkus okys eSdzks ,oa ekbZdzks ds uke 2/3,4,5,13,14,15,16,29,30,31

p Ikfj;kstuk dk dqy {ks=Qy 4365 gS-

N Ikfj;kstuk dk izHkkoh {ks=Qy 4365 gS-

t Ikfj;kstuk dh ykxr ¼yk[k :Ik;s esa½ 523-80

> Ykkxr izfr gSDVs;j ¼:Ik;s esa ½ 12000

.k Ikfj;kstuk {ks= esa vkus okyh xzke iapk;rksa dh la[;k 4

V Ikfj;kstuk {ks= esa vkus okys xkaoksa dh la[;k 14

B Ikfj;kstuk {ks= dh eq[; ufn;ksa ds uke cukl

M- Ikfj;kstuk {ks= dh <ky dh jsat ¼izfr’kr esa½ 0&10 izfr’kr

9

Ikfj;kstuk {ks= esa lfEefyr eSdzks o ekbZdzks ] xzke iapk;r ,oa xkaoksa dk fooj.k

eSdzks @

ekbZdzks ds

uke

xzke iapk;rksa ds

uke

lfEefyr xkaoksa ds uke Xkkaoksa ds lSUll

dksM

{ks=+Qy

gS-

2/3,4,5,13,

14,15,16,

29,30,31

lknh] Lkknh 03536000 209

]:iiqjk] 03535900 88

eksVfy;kl] 03536600 443

;ksx 740

lksfu;k.kk] lksfu;k.kk] 03535700 1570

=S"Bk] 03538200 152

xsatjk] 03535800 416

;ksx 2138

lkM+kl] lkM+kl] 03537800 203

Hkk.kih] 03537900 451

ew.k dk [ksM+k] 03536700 122

e.Mfi;k] 03538000 242

djfr;kl] 03536900 224

pUnuiqjk] 03536800 37

;ksx 1279

tksatjksa dk [ksM+k jkBksM+ks dk [ksM+k] 03538400 131

'kEHkwiqjk 03538500 77

;ksx 208

dqy {ks=Qy 4365

L=ksr%& jktLo foHkkx xaxjkj

10

Tkyxzg.k {ks= ,xzksDykbZesfVd tksu IVth A vUrxZr vkrk gSA Hkwfe dk izdkj ¼VSDlpj½ dkyh nkseV ls fpduh nkseV gSA ifj;kstuk {ks= dh vkSlr o"kkZ 720 lsUVhehVj gSA ifj;kstuk {ks= dk rkieku xzh"e _rq esa 28 ls0xzs0 ls 45 ls0xzs0 ds chp ,oa ’khr _rq esa 8 ls0xzs0 ls 32-ls0xzs0 ds chp jgrk gSA ifj;kstuk {ks= esa eq[;r% eDdk dikl] vtokbZu] xsgw] tkS] ljlksa Qlyksa dks fy;k tkrk gS] ifj;kstuk {ks= esa 44-71 izfr’kr Hkwfe T;ksr {ks= vUrxZr] 6-48 izfr’kr Hkwfe iM+r {ks= ,oa 41-30 izfr’kr Hkwfe catj Hkwfe vUrxZr vkrh gS] ftlesa ls 80-06 izfr’kr Hkwfe esa flapkbZ dh tkrh gSA

ifj;kstuk {ks= esa 755 ifjokj xjhch js[kk ls uhps ¼41-21 izfr’kr ifjokj½] 218 -Hkwfeghu ifjokj ¼11-89 izfr’kr½] 1422 y?kq ,oa lhekar ifjokj ¼77-76 izfr’kr ifjokj½ gSaA vkSlr Hkwfe izfr ifjokj 1-06 gSDVs;j gS] 23-59 izfr’kr Hkwfe ,dy Qly {ks= vUrxZr ,oa 14-64 izfr’kr Hkwfe esa nks Qly {ks= vUrxZr vkrk gSA flapkbZ dk eq[; L=ksr uydwi] dqvkW gSA{ks= esa 10 o"kZ dh vkSlr o"kkZ 772-0 feyhehVj gSAifj;kstuk {ks= dh eq[; unh cukl gS] ifj;kstuk {ks= esa eq[;r% gksyh] nhikoyh]bZn] j{kkca/ku vkfn mRlo euk;s tkrs gSaA ifj;kstuk {ks= dh orZeku esa 9439 tula[;k gS ,oa eq[; :Ik ls vfgj] xqtZj] tkV ] jsxj vkfn tkfr;ka fuokl djrh gSaA Tkyok;q ,oa gkbZMªksyksftdy laca/kh lwpuk,sa % 1-vkSlr o"kkZ

vkSlr o"kkZ ¼feyhehVj esa ½ Ok"kZ Ok"kZ dh vkSlr o"kkZ ¼feyhehVj esa ½

1 2004 584

2 2005 1044

3 2006 650

4 2007 977 5 2008 605

6 2009 719

7 2010 505

8 2011 846 9 2012 880

10 2013 720 L=ksr%& flpkbZ foHkkx xaxjkj

2- rkieku

ekSle vf/kdre~ ¼fM-ls-½ U;wure~ ¼fM-ls-½ vkSlru ¼fM-ls-½

v- xzh"e _rq 45 28 36 c- 'kjn _rq 32 8 20.5 l- o"kkZ _rq 42 32 37.5

11

Ikfj;kstuk {ks= esa vU; fodkl ;kstukvksa dh tkudkjh %

dz-la- ;kstuk dk uke foHkkx dk uke ;kstuk esa yh tkus okyh xfrfof/k;ka

yf{kr ykHkkafor

;kstuk esa izko/kku

1 Ekujsxk Iakpk;rh jkt dPpk dke djokuk lHkh xkao jkstxkj nsuk

2 lEiw.kZ xzke Lojkstxkj ;kstuk ¼SGSY ½ Iakpk;rh jkt

Lo;a lgk;rk lewg cukuk lHkh xkao

jkstxkj ds fy, jkf”k nsuk

3 fiNM+k {ks= vuqnku fuf/k ¼BRGF ½ Iakpk;rh jkt xkaoks dk fodkl lHkh xkao lkoZtfud dk;Z

4 lEiw.kZ LoPNrk ¼TSC½ Iakpk;rh jkt xkaoks dk fodkl lHkh xkao xkao dk fodkl Ikfj;kstuk {ks= esa laLFkkxr <kaps dh fLFkfr %

Parameters Status (i) eq[; lM+d ls tksM+s x;s xkaoksa dh la[;k 14

(ii) fctyh dh miyC/krk okys xkaoksa dh la[;k 14 (iii) ifjokjksa dh la[;k ftUgs ihus dk ikuh miyC/k ugha gS (iv) f'k{k.k laLFkkvksa dh la[;k izk0

8 ek0 2

m0ek0 2

O;olk0 4 izkFkfed@ek/;fed@mPPk ek/;fed@O;olkf;d ¼oksds’kuy½

laLFkk (v) xkoksa dh la[;k ftuesa izkFkfed LokLF; dsUnz gS 5 (vi) xkoksa dh la[;k ftuesa Ik’kq fpfdRlky; gS 3 (vii) xkoksa dh la[;k ftuesa iksLV vkWfQl gS 4 (viii) xkoksa dh la[;k ftuesa cSad gS 4 (ix) xkoksa dh la[;k ftuesa e.Mh@cktkj dh lqfo/kk gS 0 (x) xkoksa dh la[;k ftuesa df"k m|ksx gS 0 (xi) nqX/k dh vfrfjDr ek=k 3543 lt. (xii) nqX/k ladyu dsUnzksa dh la[;k la lks

4 fu0l0

3 v0

¼la?k@lkslk;Vh@futh laLFkk@vU;½

(xiii) xkoksa dh la[;k ftuesa vkaxuckM+h dsUnz gS 11 (xiv) xkoksa dh la[;k ftuesa vU; lqfo/kk,a gSa -------

(xv) lehi fLFkr df"k foKku dsUnz

df’k foKku dsUnz] fpRrkSM+x<

(xvi) dkWikjsfVo laLFkk lkM+kl]lksfu;k.kk]lknh] tkatjksa dk [ksM+k

(xvii) xSj ljdkjh laxBu ---------------------

(xviii) Lkk[k laLFkk,sa

v- cSad BRGB, lksfu;k.kk] lkM+kl

c- lgdkjh lkslk;Vh (xix) ,xzks lfoZl dsUnz

12

laLFkkxr O;oLFkk,sa ¼,l0,y0,u0,0] tyxzg.k lSy ,oa MkVk lSUVj] ih0vkbZ0,0]

tyxzg.k fodkl ny] tyxzg.k desVh] lfpo½

tyxzg.k lSy ,oa MkVk lSUVj dk fooj.k %

Ikfj;kstuk fdz;kUo;u ,tsUlh dk fooj.k %

1- Ikfj;kstuk izca/kd] tyxzg.k lSy ,oa

MkVk lSUVj] dk uke

Jh ujsUnz fl/kaoh] okVj’kSM lSy de MkVk lsUVj

fpÙrkSM+x<+ ¼jkt-½

2- nwjHkk"k ¼yS.MykbZu½ ua0 ,oa esy ,Mªsl

lfgr irk

01470&241530 ftyk ifj"kn~] fpÙrkSM+x<+

3- nwjHkk"k ¼eksckbZy½ ua0 &

4- QSDl uEcj -------

5- bZ&esy ,Mªsl [email protected]

1- ih0vkbZ0,0 dk uke Jh egsUnz dqekj 'kekZ

2- Iknuke lgk;d vfHka;rk

3- nwjHkk"k ¼yS.MykbZu½ ua0 ,oa esy ,Mªsl

lfgr irk

[email protected]

4- nwjHkk"k ¼ekckbZy½ ua0 9414340910

5- QSDl uEcj 01471&220751

6- bZ&esy ,Mªsl [email protected]

13

Tkyxzg.k fodkl ny lnL; dk fooj.k

dz-l- Tkyxzg.k fodkl

ny lnL; dk uke L=h@iq:"k vk;q ;ksX;rk

Tkyxzg.k dk;Z

djus ds {ks= esa

vuqHko ¼o"kksZa esa½

O;olkf;d

izf’k{k.k dk

fooj.k

dk;Z{ks++++=

1 :nnaso flag

jk.kkor

9214576108

M 24 B.Tech(Ele.) 2 Year - IWMP vkbZ-MCY;w-

,e-ih- &19

eksVfy;kl

2 feuw fuye.kh

9414309720

F 25 M.S.W. IWMP vkbZ-MCY;w-

,e-ih- &19

eksVfy;kl

3 yknqyky 'kekZ

9024441942

M 29 Msc (Ag.) 3 Years IWMP vkbZ-MCY;w-

,e-ih- &19

eksVfy;kl

4 teukyky pkkS/kjh

9587370461

M 32 Diploma

(LSA)

IWMP vkbZ-MCY;w-

,e-ih- &19

eksVfy;kl

14

Tkyxzg.k desVh dk fooj.k

dz-l- desVh dk uke

Tkyxzg.k desVh xBu gsrq

vk;ksftr xzke lHkk dh fnukad

inuke tyxzg.k desVh lnL; dk uke L=h@ iq:"k oxZ ¼,l-lh-@,l-Vh-@vks-ch-lh-@vU;½

miHkksDrk@ Lo;a lgk;rk lewg dk uke

'kS{kf.kd ;ksX;rk

1 lknh 16-09-2014

v/;{k Hkaoj yky @ek/kq th tkV M OBC UG

Lkk{kj

lfpo ukjk;.k yky ukbZ@:ik th ukbZ M OBC UG

10th

lnL; cnzh @uank tkV M OBC UG Lkk{kj

lnL; gtkjh @dSyk'k cSjok M

SC UG Lkk{kj

lnL; jk/kk@cnzh tkV F

OBC SHG Lkk{kj

lnL; y{e.k@jktw xqtZj M

OBC UG Lkk{kj

lnL; ukjk;.k @:iyky lsu M

OBC UG Lkk{kj

lnL; larks"k@lqjs'k 'kekZ F

Gen SHG Lkk{kj

lnL; cknke@iIiw tkV F

OBC SHG Lkk{kj

lnL; jktey@ek/kks th tkV M

OBC UG Lkk{kj

Lkk{kj

15

dz-l- desVh dk uke

Tkyxzg.k desVh xBu gsrq

vk;ksftr xzke lHkk dh fnukad

inuke tyxzg.k desVh lnL; dk uke L=h@ iq:"k oxZ ¼,l-lh-@,l-Vh-@vks-ch-lh-@vU;½

miHkksDrk@ Lo;a lgk;rk lewg dk uke

'kS{kf.kd ;ksX;rk

2 lksfu;k.kk 14-09-2013

v/;{k fd’ku flag@enu flag jktiwr M Gen UG

Lkk{kj

lfpo lnhai lSuh@jkes’oj yky lSuh M OBC UG

12th

lnL; dSyk’k @’kadj yky ‘kekZ M Gen UG Lkk{kj

lnL; ‘akdj yky@ek/kq th tkV

M OBC UG Lkk{kj

lnL; ‘;ke flag@fNrj flag

M Gen UG Lkk{kj

lnL; nso ckbZ@xkso/kZu yky lkYoh

F SC SHG Lkk{kj

lnL; deyk@fd’ku th tkV

F OBC SHG Lkk{kj

lnL; ukSlj@lq[k nso lqFkkj

F OBC SHG Lkk{kj

lnL; yknh@nsohyky xqtZj

F OBC SHG Lkk{kj

lnL; jkes'oj lSuh@eksguyky lSuh

M OBC UG B.Ed.

16

dz-l- desVh dk uke

Tkyxzg.k desVh xBu gsrq

vk;ksftr xzke lHkk dh fnukad

inuke tyxzg.k desVh lnL; dk uke L=h@ iq:"k oxZ ¼,l-lh-@,l-Vh-@vks-ch-lh-@vU;½

miHkksDrk@ Lo;a lgk;rk lewg dk uke

'kS{kf.kd ;ksX;rk

3 tksatjksa dk

[ksM+k 13-09-2013

v/;{k vyksy ckbZ@ckck th jsckjh M Gen UG

Lkk{kj

lfpo cxnh jke@’kadjyky jsckjh M OBC UG

B.A.

lnL; eksrh flag@ckyw flag M OBC UG Lkk{kj

lnL; peik yky@iks[kj th tkV

F OBC SHG Lkk{kj

lnL; ‘akdj @uUnk Hkhy

M ST UG Lkk{kj

lnL; izse@’kadj th tkV

M OBC UG Lkk{kj

lnL; fd'ku@xksdqy th ‘kekZ

F Gen SHG Lkk{kj

lnL; ‘kaHkw flag@mn; flag

M Gen UG Lkk{kj

lnL; vej flag@mn; flag

F Gen SHG Lkk{kj

lnL; uUgs @j/kqukFk xkMjh

M Gen UG Lkk{kj

lnL; Hkkseyh ckbZ@xaxkjke xkMjh

17

dz-l- desVh dk uke

Tkyxzg.k desVh xBu gsrq

vk;ksftr xzke lHkk dh fnukad

inuke tyxzg.k desVh lnL; dk uke L=h@ iq:"k oxZ ¼,l-lh-@,l-Vh-@vks-ch-lh-@vU;½

miHkksDrk@ Lo;a lgk;rk lewg dk uke

'kS{kf.kd ;ksX;rk

3 lkM+kl 16-07-2013

v/;{k jru yky@HkkxhjFk xqtZj M OBC UG

Lkk{kj

lfpo pUnz izdk’k @Hks: ‘kadj ikjhd M Gen UG

12th

lnL; x.ks’k@ckyq th jsxj M SC UG Lkk{kj

lnL; vtqZu@prqHkZt xqtZj

M OBC UG Lkk{kj

lnL; I;kjk @Nksxk yksgkj

M OBC UG Lkk{kj

lnL; ?khlw@I;kj pUnz xqtZj

M OBC UG Lkk{kj

lnL; ghjk @ukjk;.k lkYoh

M SC UG Lkk{kj

lnL; dkuk@lq[kk eh.kk

M ST UG Lkk{kj

lnL; iz+Kk nsoh@pUnz izdk’k th ikjhd

F Gen SHG Lkk{kj

lnL; dkyh@Hks: xqtZj

F OBC SHG Lkk{kj

lnL; jru nkl@uUnk nkl cSjkxh

M OBC UG Lkk{kj

lnL; dkyh@dkuk eaMkj

F Gen SHG Lkk{kj

18

Ikfj;kstuk {ks= dh leL;k,sa ,oa lq/kkj ds volj %

Ikfj;kstuk {ks= dh Lkkekftd ,oa vkfFkZd fLFkfr esa lq/kkj {ks= ds mRiknu esa of) dj fd;k tk ldrk gS

ftlds fy;s Tkksr {ks= ,oa mRikdrk esa esa of) dj fd;k tk ldrk gSA ifj;kstuk {ks= esa 1803 gSDVs;j {ks=Qy

catj Hkwfe ,oa 293 gSDVs;j {ks=Qy iM+r Hkwfe vUrxZr vUrxZr vkrk gS] bUgsa tksr {ks= esa ifjofrZr fd;k tk ldrk

gSA ek= 1030 gSDVs;j {ks=Qy esa flpkbZ dh tkrh gS] flapkbZ {ks=Qy esa of) fd;k tk lduk laHko gSA

Ikfj;kstuk {ks= dh eq[; Qlyksa dh mRikndrk dk ftyk ,oa leku ,xzksDykbZesfVd ¼df"k tyok;q {ks=½Lrj

ij bu Qlyksa dh mRikndrk ds vUrj ls ladsr feyrs gSa fd bl ifj;kstuk {ks= dh Qlyksa dh mRikndrk esa of)

dh Ik;kZIr laHkkouk gSA mRikndrk ds bl varj dks df"k dh csgrj vH;klksa dk mi;ksx dj] csgrj mRiknu ds cht

dh fdLe ds izn’kZu vk;ksftr dj dh tk ldrh gS] bl {ks= esa bl dk;Z esa flapkbZ {ks=Qy esa of) djuk ,oa ty

laj{k.k xfrfof/k;ka dks fdz;kfUor djuk Hkh vko’;d gSA tyxzg.k {ks= esa tyok;q ifjorZu ds dkj.k df"k mRiknu

ij T;knk vkfJr jguk lqjf{kr ugha gS vr% df"k ds {ks= esa fofo/krk ij Qksdl fd;k tkuk egRoiw.kZ gS] vr% bl

gsrq Qyksa ds cxhps yxkuk] lfCt;ksa dk mRiknu] df"k okfudh] pkjk mRiknu xfrfof/k;ksa dks fy;k tkuk fuf’pr

fd;k x;k gSA vkthfodk ds lalk/ku ds fofof/kdj.k dh laHkkouk,sa vUrxZr Hkh vkthfodk esa of) gsrq dk;Z fy;s x;s

gSaA 5381-30 fDoaVy pkjs dh deh dh iwfrZ pkjkxkg fodkl ds dk;Z djokdj dh tkosxhA i’kqikyu dh csgrj

vH;klksa dks viukdj i'kqvksa dh mRikndrk esa of) dj fd;k tkosxkA 59 O;fDr {ks= ls iyk;u djrs gSa ftldks

jksdus gsrq df"k mRiknu esa of)] df"k ds {ks= esa fofo/krk viukdj] mudh vkthfodk ds lk/ku c<kdj ,oa muds

fy;s jkstxkj ds volj c<+kdj fd;k tkosxkA

19

vkbZ0MCY;w0,e0ih0 oSclkbZV gsrq cslykbZu losZ izi= %

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih-18 vkbZ-MCY;w-,e-ih- &19 eksVfy;kl ifj;kstuk dk dqy HkkSxksfyd {ks=Qy % 4365 gSa mipkj ;ksX; {ks=Qy % 4365 gSa catj Hkwfe ¼yk[k gS0 esa½ 1803 Ckkjkuh vk/kkfjr df"k Hkfe

¼yk[k gS0 esa½ 1030

dqy Qlyh; {ks=Qy¼yk[k gS0 esa½ 1962 okLrfod cks;k x;k {ks=Qy ¼yk[k gS0 esa½

1030

dqy tylaxzg.k <kpksa dh la[;k 41 ty fudkyus okyh dqy bZdkb;ksa dh la[;k

520

Tky laxzg.k <kpksa dh dqy HkaMkj.k {kerk ¼?ku ehVj½

49200

oxZokj Ikfjokjksa dh la[;k i vuq tkfr 323 vuq tutkfr 279

vU; 1472 Hkwfeghu ifjokjksa dh la[;k 218

Ikfj;kstuk {ks= dh dqy tula[;k 9439 lhekar d"kd ds ifjokjksa dh la[;k

1035

Ckh0ih0,y0 ifjokjksa dh dqy la[;k 755

Ikyk;u ds dqy fnuksa dh la[;k 59

tehu ry ds uhps Hkwty dh xgjkbZ ,oa iyk;u dh lwpuk % ekulwu iwoZ ekulwu iwoZ ekulwu Ik’pkr fLFkfr

tehu ry ds uhps Hkwty dh xgjkbZ 40 eh 27 eh

Ikyk;u ds dqy fnuksa dh la[;k 59 fnu

20

v/;k;&2 tula[;k ,oa ifjokjksa dk fooj.k %

lkfj.kh &1 tula[;k ,oa ifjokjksa dk fooj.k

dqy tula[;k

L=h iq:"k dqy vuq0tkfr0 vuq0tu0tkfr0 4609 4830 9439 1457 919

ifjokjksa dk fooj.k ch0ih0,y0 ifjokj Hkwfeghu

cMsa d"kd

Yk?kq d"kd

lhekUr d"kd dqy ifjokj

vuq0tutkfr0 ds ifjokj

vuq0tkfr0 ds ifjokj

755 218 192 387 1035 1832 323 279

Lkkfj.kh &2-2 fodkl ds ladsrd

dz-la- fodkl ds ladsrd

jkT; esa ifj;kstuk {ks= esa

1 izfr O;fDr vk; ¼:i;s esa½ 27625 24538 2 xjhch dk vuqikr 21-90 14-70 3 f’k{kk dk izfr’kr 67-06 62-51 4 fyax vuqikr 926 982 5 f'k’kq eR;q nj 79 96 6 ekr eR;q nj 32 38

mijksDRk lkfj.kh ;g ladsr nsrh gS fd ifj;kstuk {ks= dh lkekftd vkfFkZd fLFkfr [kjkc gSA

lkfj.kh&2-3 Hkwfe mi;ksx

1- df"k Hkwfe v- vLFkkbZ iM+r 202-00 c- LFkkbZ iM+r 91-00 l- ckjkuh tksr {ks= 1127 n- flafpr tksr {ks= 639 ;- okLrfod cks;k x;k {ks= 2405 j- ,d ckj ls vf/kd okLrfod cks;k x;k {ks= 639 2- Oku Hkwfe 0 3- catj Hkwfe 1110

v- ljdkjh c- futh ¼df"k Hkwfe½

1110 0

4-pkjkxkg Hkwfe 10

5- flok; pd@ljdkjh Hkwfe 1186 ifj;kstuk dk izHkkoh {ks=Qy@ mipkj ;ksX; {ks=Qy 4365

21

+lkfj.kh 2-4 d%&

ifj;kstuk {ks= esa 293 gSDVs;j Hkwfe iM+r gS] ftls tksr ;ksX; cuk;k tk ldrk gSA ,oa 293 gSDVs;j

{ks=Qy iM+r Hkwfe vUrxZr vUrxZr vkrk gS] flapkbZ gsrq tyxzg.k <+kapksa dk fuekZ.k dj bl iM+r Hkwfe dks tksr {ks=

esa ifjofrZr fd;k tk ldrk gSA ek= 1127 gSDVs;j {ks=Qy esa flpkbZ dh tkrh gS] flapkbZ {ks=Qy esa of) djuk Hkh

ifj;kstuk esa djuk vko';d le>k x;k gS] Qlyksa dh mPp iSnkokj ds cht dh fdLeksa dk izn'kZu Hkh {ks= esa fd;k

tkuk izLrkfor gSA 1110 gSDVs;j {ks=Qy esa catj Hkwfe gS] ftls tksr ;ksX; cukus gsrq vko';d tylaj{k.k

xfrfof/k;ka dks fdz;kfUor fd;k tkuk Hkh izLrkofr fd;k x;k gSA bu catj Hkfe esa ikS/[email protected] ,oa

pkjkxkg fodkl ds dk;Z djok;k tkuk izLrkfor gSA

Hkwfe mi;ksx dh mijksDr lkfj.kh ls Li"V gS fd 10 gSDVs;j Hkwfe pkjkxkg fodkl Js.kh esa vkrh gS] ftlds fodkl

gsrq mPp iSnkokj dh ?kkl dh cqokbZ ,oa ikS/kkjksi.k dj i'kqvksa gsrq pkjs dk mRiknu c<kus dk y{; Hkh j[kk x;k gSA

lkfj.kh 2-4 [k- mRikndrk esa vUrj dk fo'ys"k.k % Qly dk uke mRikndrk fdyksxzke@gSDVs;j Hkkjr esa jktLFkku dh

mPpre ,xzksDykbZesV dh mPpre

ftys dh vkSlr ifj;kstuk {ks=

eDdk 1705 2000 2000 1920 lks;kchu & 1200 & 1650 1200 xsgwa 2770 2900 & 3200 2800 ljlksa & 1266 & 1000 1000 Qly dh yh tkus okyh eq[; fdLe ,oa mRikndrk % Qly dk uke eq[; fdLe mRikndrk Doh-@gSDVs;j eDdk PEHM-2 30-35 lks;kchu Js- 335 25-30 ewaxQyh G-2 20-25 dikl Agit- 155 19-20 Xokj RGG 936 8-11 Tokj Ikzrki pjh 1080 60-65 ewax K-851 10-12 Sml-668 11-12 fry RT-127 6-9 mM+n T-9 8-10 xsgwa RJ-4037 35-45 TkkS RD 2052 30 ljlksa iwtk t; fdlku 15-20

,dy Qlyh; {ks= % 1030 nks Qlyh; {ks= % 639 cgq Qlyh; {ks= % 0

22

mijksDr lkfj.kh ds fo'ys"k.k djus ij ;g ladsr feyrk gS fd mRikndrk esa vUrj jk"Vªh; vkSlr ds vykok jkT; ds vkSlr ,oa leku ,xzksDykbZesfVd tksu esa Hkh vUrj gS ftlds eq[; dkj.k fuEu gSa%

d"kd }kjk LFkkuh;@ yksdy fdLe ds cht dk mi;ksx fd;k jgk gSA Qly dh vPNh fdLe dh i;kZIr ek=k esa lgh le; ij miyC/rk dh deh A flpkbZ ds ikuh dh miyC/rk esa deh dk gksukA

mRikndrk esa vUrj ,oa blds dkj.kksa ls ladsr feyrk gS fd Qly izn'kZu vk;ksftr dj d"kdksa dks Qly ds mPp fdLe ds cht dk mi;ksx djokdj mRikndrk c<kbZ tkosxhA Qly izn'kZu bEizwOM Qly dh fdLeks ij ,oa bEizwOM 'k"; fdz;kvksa ds lkFk djokbZ tkosaxhAblds lkFk lkFk lEkfUor dhV izca/ku ,oa

Qly pdz

mijksDr lkfjf.k;ksa ls LIk"V gS fd dsoy 639 gSDVs;j {ks=Qy gh f} Qlyh; gSA Qly pdz ls Li"V gS fd

ifj;kstuk {ks= esa iM+r Hkwfe j[kh tkrh gS, ftlls Qly pdz ifjorZu djus dh laHkkouk fn[kykbZ ns jgh gS] tgka

IkM+r Hkwfe dk vkf/kD; gS ogka bl {ks= esa bl dk;Z esa flapkbZ {ks=Qy esa of) djuk ,oa ty laj{k.k xfrfof/k;ka dks

fdz;kfUor djuk Hkh vko’;d gSA tyxzg.k {ks= esa tyok;q ifjorZu ds dkj.k df"k mRiknu ij T;knk vkfJr jguk

lqjf{kr ugha gS vr% df"k ds {ks= esa fofo/krk ij Qksdl fd;k tkuk egRoiw.kZ gSA

ty laj{k.k xfrfof/k;ksa dks fdz;kfUor djus ds vfrfjDRk bl {ks= esa iM+r Hkwfe dk mi;ksx dj ,dy

Qlyh; {ks= dks f} Qlyh; ,oa cgq Qlyh; {ks= esa ifjofrZr djuk Hkh y{; j[kk x;k gSA

Tokj xsgwa

Tokj iM+r

Ewax ljLkkSa

Tokj ljlkSa

iM+r thjk

Xokj iM+r

Xokj xsgwa

fry iM+r

ewax iM+r

23

1422 Hkwfe /kkj.k y?kq ,oa lhekUr d"kdksa ls lEcaf/kr gSa] mDr d"kd dqy tksr {ks=Qy 72-85 % Hkwfe ds Lokfe gSaA

Qynkj ikS/kksa ds cxhps ,oa lfCt;ksa dh [ksrh y?kq ,oa lhekUr d"kdksa ds fy;s T;knk ykHknk;d gSA cM+s d"kdksa]

ftuds ikl flapkbZ ds lk/ku ugha gSa] ds [ksrksa esa fdlh ,d Hkkx tgka QkeZ ikW.M@Vkads dk fuekZ.k djok;k tkuk

izLrkfor gks] ds Qynkj IkkS/kksa ds cxhps@lfCt;ksa dks izksUur fd;k tkuk izLrkfor fd;k x;k gSAfuEu xfrfof/k;ka

y?kq Hkwfe /kkjdksa ds fy;s T;knk ykHknk;d gSa ,oa cM+s Hkwfe /kkjdksa ds fy;s df"k ds fofof/kdj.k ls vk; c<kuk mfpr

jgsxkA

Qynkj ikS/kksa ds cxhps] lfCt;ksa dh [ksrh] Qwyksa dh [ksrh] vkS"k/kh; ,oa lqxaf/kr ikS/kksa dh [ksrh

Qynkj ikS/kksa ds cxhps ,oa lfCt;ksa dh [ksrh ,sls y?kq ,oa lhekUr d"kdksa ds fy;s T;knk ykHknk;d gS ftuds ;gka

flapkbZ ds lk/ku gSaAifj;kstuk {ks= esa vkS"k/kh; ,oa lqxaf/kr ikS/kksa dh [ksrh dh vPNh laHkkouk,sa gSA

df"k okfudhdj.k %

d"kdksa dh vk;k esa of) djus gsrq ,oa gok dh xfr dks de djus gsrq df"k okfudhdj.k xfrfof/k dks viukus gsrq

;kstuk esa fy;k x;k gSA

oehZ dEiksLV bdkbZ;ksa dh LFkkiuk%

ekuo ds LokLF; ij jlk;uksa ,oa [kkn ds nq"izHkkoksa ds e/;sutj vkWxsZfud mRiknu ij T;knk tksj fn;k tkuk

vko’;d le>k x;k gS] vkWxsZfud [ksrh dks c<kok nsus gsrq d"kdksa dks vkWxsZfud vknku ds mi;ksx esa lg;ksx djus

gsrq oehZ dEiksLV bdkb;ksa dh LFkkiuk djus gsrq mUgsa izksRlkfgr fd;k tkosxkA

xq.koRrk ds cht dk mRiknu ,oa forj.k %

d"kdksa dks xq.koRrk ds cht dk mRiknu ,oa forj.k dks lqfuf’pr djus dh vko’;drk gS] ftlds fy;s ifj;kstuk

{ks= esa i;kIr ek=k esa cht mRiknu gsrq df"k foHkkx ,oa futh dEiuh ds lg;ksx ls bl gsrq dne mBk;k tkosxkA

fLizadyj ,oa ikbZiykbZu dk mi;ksx %

izHkkoh ty izca/ku gsrq fLizadyj ,oa ikbZiykbZu ds mi;ksx gsrq df"k foHkkx ls lesdu vFkok futh lg;ksx }kjk

i;kZIr vkfFkZd lg;ksx ls fLizadyj ,oa ikbZiykbZu yxkus ds izn’kZu ij tksj fn;k tkuk fuf;pr fd;k x;k gSA

xzhu gkml dh LFkkiuk %

xSj ekSleh; lfCt;ksa ,oa Qynkj ikS/kksa ds ikS/kksa dk mRiknu xzhu gkml esa tyok;q dh ifjfLFkfr;ksa dks dkcw dj dh

tk ldrh gSA vr% df"k foHkkx ls lesadu dj d"kdksa ij xzhu gkmlksa dh LFkkiuk dh tkosxhA

24

ulZfj;ksa dh LFkkiuk %

T;knkrj ikS/kksa dh vkiwfrZ jkT; ;k ns’k ds vU; Hkkxksa ls dh tkrh gS] ftlls ikS/kksa dks uqdlku gksrk gS ,oa le;

ij ikS/kksa dh lkexzh dh vkiwfrZ ugha gks ikrh gSA vr% ulZjh fodkl dh xfrfof/k dks ifj;kstuk {ks= esa izksUur fd;k

tkosxkA

Uko mPp rduhd@fu;kZr vk/kkfjr xfrfof/k;ksa dk mi;ksx %

Uko mPp rduhd@fu;kZr vk/kkfjr ifj;kstuk,sa tSls [kqEch¼e’k:e½dh [ksrh] Qwyksa dh [ksrh] bR;kfn tks orZeku esa

ugha viuk;s tk jgs gSa] dks c<kok fn;k tkosxkA

fMªi flapkbZ dk mi;ksx %

lHkh Qynkj ikS/kksa] lfCt;ksa dh [ksrh] xzhu gkml ,oa ulZfj;ksa gsrq ty ds izHkkoh mi;ksx gsrq fMªi flapkbZ dk

mi;ksx dks izksUur fd;k tkosxkA

lkfj.kh 2-7 i'kq dh fLFkfr& Ik’kq] nqX/k mRiknu ,oa vkSlr mRikndrk % dz-la- i'kq dk

fooj.k Lak[;k mRikndrk

¼nqX/k@ekl@mu½ Xkk; ;qfuV ds leku la[;k

Ok"kZ esa lw[ks pkjs dh vko’;drk ¼7 fdxzk@i’kq½

Doh-

Dqy vko’;drk

¼eSfVªd Vu esa½

1 Xkk; v ns'kh uLy 1011

950 1011

2123100 2123-1 c dzkWl czhM 177 300 177 371700 371-7 2 HkSal 1872 2133 1872 3931200 3931-2 3 Ckdjh 1956 160 988 2074800 2074-8 4 HksM+ 530 212 fdxzka 265 556500 556-5 5 maV 6 eqxhZ 210 26 54600 54-60 7 Lqvj dqy la[;k 5756 3543 fdxzk nq/k]

212 fdxzk Åu 9111-30 i'kqvksa dh la[;k T;knk gksus ds ckotwn i'kqvksa ls mRiknu de gS] vr% lHkh i'kqvksa dh uLyksa dh mRikndrk c<kuk ,d cgqr cM+h pqukSrh gSA

25

i'kq tks mRiknd ugha gSa] ,oa i'kq ftudh mRikdrk de gS mudk mRiknu c<kus gsrq fuEu xfrfof/k;ksa dks fy;k tkuk izLrkfor fd;k x;k gS%

i'kqvksa dks ikyus] chekfj;ksa gsrq Vhds yxkus] mUur uLy viukus] vkfn dk;ksZa gsrq tkx:drk vfHk;ku

oSKkfud vH;kl ls i'kqikyu ds dze esa lsehukj] okn&fookn izfr;ksfxrk] iSEQysV forj.k] psruk jsyh dk vk;kstu

vUrj ftyk@jkT; Hkze.k dk;Zdze i'kqikydks dh ikf{kd cSBd vk;ksftr dj mUgsa mUur uLy gsrq lHkh xHkZk/ku ;ksX; xk;] HkSal ds

df=e xHkkZ/kku gsrq rS;kj djuk i'kqvksa ds LokLF; gsrq fdz;kdyki djuk i'kqikyu izos’k fcUnq@ dk;Z en esa ikuh dh ukan cuokukA i'kqvksa ds df=e xHkkZ/kku] cf/k;kdj.k] cka>iu dk bykt vkfn dk;Z djokuk

lkfj.kh 2-8 pkjs dk mRiknu % dz-l- fooj.k bdkbZ {ks=Qy@ek=k

1 pkjkxkg dk {ks=Qy gS0 751

2 pkjkxkg gsrq fy;k x;k tkssr {ks= gS0 208

3 gjs pkjs dk mRiknu eS0 Vu@izfr o"kZ 230

4 lw[ks pkjs dk mRiknu eS0 Vu@izfr o"kZ 3500

5 pkjs dk mRiknu eS0 Vu@izfr o"kZ 3730

6 tykm ydM+h ds fy;s fy;k x;k {ks= gS0 ----

7 lEiwjd [kkuk fdxzk@fnu ----

8 lkbZyst fiV la[;k ----

9 pkjs dh vko';drk eS0 Vu@izfr o"kZ 9111-30

10 pkjs dh deh@vf/kdrk eS0 Vu@izfr o"kZ 5381-30

mDRk lkfj.kh ls Li"V gS fd ifj;kstuk {ks= esa pkjs dh deh gS ¼ pkjs dh vko';drk 9111-30 eS0 Vu gS ,oa mRiknu 3730 eS0 Vu gS½ pkjs dh deh dh iwfrZ gsrq fuEUk dk;Z vko’;d gSa %

pkjs dh Qly ds {ks=Qy dks c<kukA pkjs dh Qly dk mRiknu c<kukA pkjkxkg {ks= dk fodklA T;knk la[;k esa ekStwn i’kq/ku dks de djds mudh txg de la[;k esa T;knk mRiknd i’kqvksa dks

j[kukA

26

lkfj.kh&2-9 df"k midj.kksa dh fLFkfr %

lkfj.kh 2-10

egkRek xak/kh ujsxk dh fLFkfr &

dz-la- Xkkao dk uke dqy tkWc dkMksZa dh la[;k

jkstxkj dh fLFkfr

vc rd yh xbZ xfrfof/k

1 Lkknh

249 dqf’k] etnwjh

[ksrksa o {ks= dk fodkl

2 ]:iiqjk]

214 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

3 eksVfy;kl]

181 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

4 lksfu;k.kk]

434 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

5 =S"Bk]

317 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

6 xsatjk]

163 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

7 lkM+kl]

41 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

8 Hkk.kih]

155 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

9 ew.k dk [ksM+k]

80 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

10 e.Mfi;k]

387 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

11 djfr;kl]

137 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

12 pUnuiqjk]

20 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

13 jkBksM+ks dk [ksM+k]

22 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

14 'kEHkwiqjk

31 dqf’k] etnwjh [ksrksa o {ks= dk fodkl

dqy 2431 uksV%& ,d ifjokj ds ,d ls vf/kd tkWc dkMZ cus gq, gSaA

dz-la- df"k midj.k la[;k

1 VªSDVj 78 2 Lizs;j&ekuo pfyr@ikoj 148 3 dYVhosVj@gSjks 78 4 lhM fMªy 42 5 vU;¼nslh gy½ 245

27

lkfj.kh % 2-11 iyk;u dh fLFkfr Xkkao dk uke O;fDr;ksa dh

la[;k fTkUgksaus iyk;u fd;k

Ok"kZ esa Ikyk;u ds fnuksa dh la[;k

Ikyk;u dk dkj.k

Xkkao ls iyk;u ds LFkku dh nwjh

fdeh esa

Ikyk;u ds nkSjku O;olk;

Lkknh 5 190 csjkstxkjh 120&300 etnwjh

]:iiqjk] -- 190 csjkstxkjh 120&300 etnwjh

eksVfy;kl] 6 190 csjkstxkjh 120&300 etnwjh

lksfu;k.kk] 15 190 csjkstxkjh 120&300 etnwjh

=S"Bk] 4 190 csjkstxkjh 120&300 etnwjh

xsatjk] 3 190 csjkstxkjh 120&300 etnwjh

lkM+kl] 11 190 csjkstxkjh 120&300 etnwjh

Hkk.kih] -- 190 csjkstxkjh 120&300 etnwjh

ew.k dk [ksM+k] -- 190 csjkstxkjh 120&300 etnwjh

e.Mfi;k] 10 190 csjkstxkjh 120&300 etnwjh

djfr;kl] 5 190 csjkstxkjh 120&300 etnwjh

pUnuiqjk] -- 190 csjkstxkjh 120&300 etnwjh

jkBksM+ks dk

[ksM+k]

-- 190 csjkstxkjh 120&300 etnwjh

'kEHkwiqjk -- 190 csjkstxkjh 120&300 etnwjh

59

ifj;kstuk {ks= esa jkstxkj ds volj c<kdj] df"k iSnkokj esa oqf) djds] i’kqikydksa dh vk; c<kdj] eqxhZikydksa

dh vk; esa of) djds ,oa ewY; lao/kZu djds iyk;u dks jksdus ij vadq’k yxk;k tk ldrk gSA

28

lkfj.kh 2-12

orZeku esa vkthfodk xfrfof/k;ksa dh fLFkfr %

2-12¼v-½ df"k vk/kkfjr eq[; xfrfof/k;ka

Xkfrfof/k dk uke ifjokjksa dh la[;k Xkfrfof/k ls vkSlr okf"kZd vk;

df"k 1974 24000.00 Ms;jh 443 10000.00 eqxhZikyu lqvjikyu Hkwfeghu df"k Jfed 263 12000.00

lkfj.kh 2-12¼ c½

2-12¼v-½ vdf"k {ks= dh eq[; xfrfof/k;ka

Xkfrfof/k dk uke ifjokjksa @ O;fDr;ksa dh

la[;k Xkfrfof/k ls vkSlr okf"kZd vk;

dkjhxj 51 52000.00 [kkrh 47 25000.00 yksgkj 9 25000.00 eksph 13 15000.00 dqEgkj 27 10000.00 vU; O;olk; ¼lkbZfdy ejEer] ,l-Vh-Mh- cwFk] dzkQ~V odZ½

19 16000.00

vU; --------- -------- vkthfodk en esa vdf"k {ks= dh xfrfof/k;ksa dh vk; c<+kus gsrq Lo;a lgk;rk lewg ;k futh O;fDr;ksa dh vk; c<kus ds iz;kl fd;s tkosaxsA

29

Lkfj.kh % 2-13 orZeku esa fLFkr Lo;a lgk;rk lewg dh fLFkfr % dz-la- Lo; lgk0lewg dk uke lnL;ksa dh

la[;k dh tk jgh xfrfof/k

Ekkfld vk; miyC/k jkf’k

izkIr lgk;rk jkf’k

Lkgk;rk dk L=ksr

izkIr izf’k{k.k

1 lhrk Lo; lgk0lewg xstjk 5 1000 9000

2 lqeu Lo; lgk0lewg lksfu;k.kk 5 1000 7000

3 t; eka /kuksi Lo; lgk0lewg lksfu;k.kk 5 1000 7000

4 jkuh in~feuh Lo; lgk0lewg lksfu;k.kk 5 1000 7000

5 f'kokuh Lo; lgk0lewg lksfu;k.kk 5 250 2000

6 t; eka tksxf.ka;k Lo; lgk0lewg lksfu;k.kk 5 1000 7000

7 'kqHk y{eh Lo; lgk0lewg lksfu;k.kk 5 250 2000

8 in~feuh Lo; lgk0lewg Hkk.kih 5 250 2000

9 ehjk Lo; lgk0lewg Hkk.kih 5 250 1500

10 jke Lo; lgk0lewg lkM+kl 5 500 1500

11 ';ke Lo; lgk0lewg lkM+kl 5 500 1500

12 d’.kk Lo; lgk0lewg lkM+kl 5 500 1500

13 lhrk Lo; lgk0lewg lkM+kl 5 500 1000

lkfj.kh ;g ladsr nsrh gS fd 13 Lo;a lgk;rk lewg tks iwoZ esa fufeZr gSa] mudks izf’k{k.k ,oa vkfFkZd lgk;rk ls etcwr djus ds iz;kl djus gSaA

30

II. rduhdh QhplZ % Lkkfj.kh 2-14 Hkw ty dh fLFkfr

dz-la- L=ksr la[;k Lfdz; xgjkbZ lw[kk flafpr

{ks=Qy o"kZ esa ikuh dh miyC/krk ¼fnuksa esa½

i) Mx oSy 148 100-120 32 178 270 ii) 'kSyks V~;wc oSy 221 200-300 28 56 300 iii) ifEiax lSV 120 60-80 11 151 240 iv) Mhi V~;wc oSy 31 400-500 9 91 330 dqy 426

Lkkfj.kh 2-15 ihus ds ikuh dh miyC/krk %

dz-la-

Xkkao dk uke ihus ds ikuh dh vko’;drk yhVj@ izfrfnu

orZeku esa ihus ds ikuh dh miyC/krk yhVj@ izfrfnu

ihus ds ikuh ds L=ksrksa dh la[;k

Lkfdz; L=ksrksa dh la[;k

L=ksrksa dh la[;k ftuesa ejEer dh vko’;drk gS

fuf"dz; L=ksrksa dh la[;k

1 Lkknh 8411 8 7 1 0

2 ]:iiqjk] 5978 3 3 0 0

3 eksVfy;kl] 3456 2 2 0 0

4 lksfu;k.kk] 1300 1 1 0 0

5 =S"Bk] 0 2 2 0 0

6 xsatjk] 6572 7 6 1 0

7 lkM+kl] 1400 2 2 0 0

8 Hkk.kih] 1310 2 2 0 0

9 ew.k dk [ksM+k] 1456 3 2 1 0

10 e.Mfi;k] 845 2 2 0 0

11 djfr;kl] 3546 5 4 1 0

12 pUnuiqjk] 16678 13 11 2 0

13 jkBksM+ks dk [ksM+k] 2491 3 2 1 0

14 'kEHkwiqjk 2850 3 2 1 0

31

Lkkfj.kh 2-17 ty mi;ksx {kerk

eq[; Qly dk uke

{ks=Qy ¼gSDVs;j½

fMªi] fLizadyj falpkbZ vkfn ls flafpr {ks=

ty laj{k.k 'k"; fdz;kvksa ls flafpr {ks=

vU; ls flafpr {ks=

dqy flfpr {ks=

dikl 26 --- 120 146 xsgwa 85 ---- 169-11 254-11

tkS o ljlksa 117-00 117-0

mDr lkj.kh ;g ladsr djrh gS fd miyC/k ty dk lnqi;ksx vko’;d gSA izR;sd lapkfyr dqa, ij ty dk lgh mi;ksx dks fMªi ;k fLizadyj lSV ds mi;ksx ls izksRlkfgr fd;k

tkosxkA lkj.kh 2-17 <+ky dk fooj.k

Tkyxzg.k dk <+ky dz-la-

<+ky dh fLFkfr

{ks=Qy ¼gSDVs;j eas½a

1 0 ls 1% 1733.81 1 ls 3 % 1953.84

2 3 ls 5% 1276.12 5 ls vf/kd 163.23

<+ky ds vuqlkj Hkw ,oat y laj{k.k xfrfof/k;ksa dk fu/kkZj.k fd;k tkosxk] rkfd df"k ,oa vdf"k Hkwfe dh feV~Vh dk

o"kkZ ds cgko dh rst xfr ds dkj.k gksus okys {kj.k dks jksdk tk lds ,oa feV~Vh dh mijh lrg ,oa [kkn dks ikuh

ds lkFk cgus ls lqj{kk dh tk ldsA

32

lkj.kh 2-18 o"kkZ cgko ds ty dk ctV % vPNk cgko {ks= – igkM+h {ks= tgka ouLifr de gSA vkSlr cgko {ks= – Iysu {ks= tgka ouLifr l?ku ugha gSA [kjkc cgko {ks= –{ks= tgka ouLifr l?ku gS ,oa feV~Vh dh ikuh xzg.k djus dh {kerk vf/kd gSA dqy miyC/k o"kkZ ty cgko ¼LVªsUtst lkfj.kh ds vuqlkj½ vkSlr o"kkZ 720 fefyehVj cgko {ks= dk izdkj {ks=Qy

¼gSDVs;j eas½a Ckgko {ks= dk o"kkZ cgko dh izfr gSDVs;j mRikndrk ¼?ku ehVj esa½

o"kkZ ty cgko dh ek=k ¼?ku ehVj esa½

vPNk cgko {ks= 1186 1186*109.378*15.612 2025224.67 vkSlr cgko {ks= 1413 1413*109.378*11.709 1809638.99 [kjkc cgko {ks= 1766 1766*109.378*7.806 1507819.04

;ksx 5342682.70

orZeku esa fLFkr <+kpksa esa jksds x;k ty cgko dh ek=k dz-la-

<+kps dk uke Lak[;k HkaMkj.k {kerk ¼?ku ehVj½

i) ty laxzg.k <+kpk ¼feV~Vh ds½ 30 28000 ii) [kMhu@rkykc 4 16000 iii) QkeZ ikW.M iv) Vkadk v) ,uhdV 8 7800 ;ksx

51800

izLrkfor tylaxzg.k <kapksa esa jksds x;s ty cgko dh ek=k dz-la-

<+kps dk uke Lak[;k HkaMkj.k {kerk ¼?ku ehVj½

i) ty laxzg.k <+kpk ¼feV~Vh ds½ 13+14 33750 ii) [kMhu@rkykc iii) QkeZ ikW.M iv) Vkadk v) ,uhdV 5 8000 ;ksx

41750

orZeku esa fLFkr <+kpksa ,oa izLrkfor <+kpksa esa jksds x;s ty cgko dh ek=k =51800+41750 jksds x;s dqy ty cgko dh ek=k =93550 ?ku ehVj jksds x;s ty cgko dk %= 93550 x100/ 4709573 ¾4-40 izfr’kr izLrkfor tylaxzg.k <+kpksa dh mapkbZ 1-0 ehVj ls 1-5 ehVj ds chp gSA dksbZ Hkh <kapksa dh ikuh Hkjko dh xgjkbZ 2 ehVj ls vf/kd ugha gSA

33

Lkkj.kh 2-19 feV~Vh dk fooj.k % dz-la- feV~Vh dh xgjkbZ

¼ls-eh- esa ½ {ks=Qy

1 0 ls 7-50 1374 2 7-50 ls 45-00 2706 3 45-00 ls vf/kd 285

dz-la- fEkV~Vh dh moZjdrk dh fLFkfr orZeku esa

¼fdz-xzk@gS-½ vfHk’kaf"kr ek=k ¼fdz-xzk@gS-½

1 ukbVªkstu 91 90-120 2 QkWLQksjl 83 75-85 3 iksVsf’k;e 19 10-20 4 lw{e rRo ih-ih-,e- enk tkap ds vuqlkj ftad 1-24 Qsjl 4-09 esXkfut 2-23

dkWij 0-89 mDRk lkj.kh ds fo’ys"k.k ls irk pyrk gS fd feV~Vh dh moZjdrk esa lq/kkj djus ,oa mlds j[k &j[kko dh vko’;drk gSA izR;sd d`"kd dks izR;sd _rq gsrq feV~Vh dk LokLF; dkMZ fn;k tkuk fu’pr fd;k x;k gS] bl dkMZ esa lw{e rRoksa ,oa [kkn dh vfHk’kaf"kr ek=k dh tkudkjh gksxhA lkj.kh 2-20 feV~Vh ds {kj.k dh fLFkfr%

dz-la- feV~Vh {kj.k dk dkj.k +izHkkfor {ks=Qy ¼gSDVs;j esa ½

vkSlr feV~Vh dk {kj.k ¼eS-Vu@gS-@o"kZ½

1 Ok"kkZ ty ls 08&10 2 gok ls ;ksx feV~Vh ds {kj.k dks jksdus ds fy;s fuEu dk;Z fd;s tkus vko’;d gSa &

Hkwfe ds iru dks jksduk i'kqvksa dh la[;k ij fu;a=.k dj i'kqvksa ds nokc dks de djuk vf/kd <kyw tehu dks Hkw ,oa tylaxzg.k dh xfrfof/k;ksa dh fdz;kfUofr ls iwoZ tksrus ls jksdukA ,sls ukyksa ds ry dks tksrus ls jksduk tks {kj.k ds izfr laosnu’khy gSaA xyr df"k vH;klksa dks jksdukA vfu;af=r pjkbZ dks jksduk ,oa i'kqvksa ds pyus ds jkLrksa dk fodklA T;knk <kyw {ks=ksa esa taxy dh dVkbZ ls jksdukA

fpfUgr tyxzg.k {ks=ksa gsrq % ifj;kstuk {ks= esa o"kkZ cgko ds {kh.kh; osx dks jksdus ds gsrq o"kkZ tycgko dk Hk.Mkj.k] ty ds lkFk cgus okyh feV~Vh dks jksdk tkosxk] ,oa Hkw ty ds iquZHkj.k gsrq fofHkUu izdkj ds pSd MSe@,uhdV] tyxzg.k lajpukvksa dk fuekZ.k djok;k tkuk izLrkfor gSA dyLVj ifj;kstukvksa gsrq % bu ifj;kstukvksa esa Vkadk fuekZ.k] 'kSYVj cSYV IykaVs'ku]ukMh+@[kMhu vkfn dk;Z fy;k tkuk izLrkfor gSA

34

v/;k;&3

izkjafHkd pj.k izkjfEHkd pj.k dh xfrfof/k;ka fuEu izdkj ls gSa % ¼v½ {kerk fuekZ.k o izf'k{k.k rFkk izos'k fCkUnq xfrfof/k;ka xfrfof/k;ka tSls dyk tRFks] leg cSBdsa] njokts&njokts izdkj ds vfHk;ku] ukjk ys[ku] isfUVax vkfn dk;Z ifj;kstuk {ks= ds fuokfl;ksa ds lg;ksx ls djok;s tkosaxsA leqnk; o xzke iapk;rksa ds lnL;ksa ds lkFk ,d J[kyk dks fØ;kfUor djus ds fy, foospu fd;k x;k miHkksDrk lewg Lo;a lgk;rk lewg Hkh xfBr fd;s x;sA izos'k fcUnq xfrfof/k;ks ds vuqeksnu gsrq xzke lHkk vk;ksftr dh xbZ xzke lHkk esa tyxzg.k desVh dk p;u Hkh fd;k x;kA

Ø-la- xzke iapk;r dk uke xzke lHkk dh fnukad ftlesa izos'k fcUnq xfrfof/k ds dk;ksZ dk vuqeksnu fd;k x;k

1 lknh 16-09-2013 2 lksfu;k.kk 14-09-2013 3 lkM+kl 16-07-2013 4 Tksktjksa dk [ksM+k 13-09-2013 1 4 5 6 7 8 9 10 11

Ø-la- xkao dk uke izos'k fcUnq xfrfof/k vUrxZr vkaofVr /ku jkf'k

izos'k fcUnq xfrfof/k vUrxZr fy, x;s dk;Z

vuqekfur ykxr

O;; jkf'k

'ks"k jkf'k

vk'kkfUor ifj.kke

okLrfor ifj.kke

1 lknh 4-22 ikuh dh V+dh

ikuh dh V+dh 2 lkM+kl 5-00 'e'kku fodkl

3 lksfu;k.kk 5-00 'e'kku fodkl lksfu;k.kk

'e'kku fodkl xstjk 4 tkstjksa dk

[ksM+k] 0-84 lkSyj ykbZV

35

36

lHkh xkaoksa esa lgHkkxh xzkeh.k vH;kl dk dk;Z fuEu fnukadksa esa fd;k x;k%& Ø-la- milfefr dk uke lgHkkxh xzkeh.k vH;kl dk fnukad 1 lknh 26-08-2014 2 lksfu;k.kk 27-08-2014

3 lkM+kl 28-08-2014 4 Tksktjksa dk [ksM+k 29-08-2014

leqnk; dk lg;ksx ysdj ifj;kstuk {ks= dk Hkze.k fd;k x;k ftlesa lkekftd ekufp=.k] L=ksr ekufp=.k] vkfn

dk;Z fd;s x;sA izkFkfed Hkkxhnkjks ds lkFk foLrr foospu o HkyhHkkafr fopkj fd;k x;kA

lkekftd vkfFkZd losZ{k.k dk dk;Z fnukad 19&12&2013 ls 31&05&2014 fnukad rd lHkh ifjokjksa dks lfEefyr

djrs gq, fd;k x;kA ftlesa Hkwfe/kkjdksa] tula[;k] tkfrokn lekt dh fLFkfr lacaf/k tkudkjh] jkstxkj dh fLFkfr]

leqnk; xfrfof/k;ksa dh tkudkjh bdB~Bh dh xbZ tks v/;k; nks es nh xbZ gSA

n{krk fuekZ.k lao/kZu

izf'k{k.k laLFkkvksa dh lwph%&

Øla-

lgHkkfx;ksa dk uke

izf'k{k.k laLFkk dk uke iw.kZ irk e; VsyhQksu uEcj o bZesy irk ,oa osclkbZV

izf'k{k.k laLFkk ds eqf[k;k dk uke o inuke

laLFkk dk izdkj

laLFkk ds fof'k"Brk dk {ks=

laLFkk ds ekU;rk dk fooj.k

1 ih-vkbZ-,- vkbZ-th-ih--vkj-,l- t;iqj

2 MCY;w-Mh-Vh- dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

3 miHkksDRkk lewg Lo;alsoh laLFkku vksj dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

4 Lo;a lgk;rk lewg

Lo;alsoh laLFkku vksj dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

5 tyxzg.k lfefr

Lo;alsoh laLFkku vksj dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

6 xzke iapk;r Lo;alsoh laLFkku vksj dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

7 leqnk; Lo;alsoh laLFkku vksj dsohds vksj vkbZ-th-ih--vkj-,l-

fpÙkkSM+x<+ vkSj t;iqj

8 ifj;ktuk izcU/kd @,l-,y-,u-,-

vkbZ-th-ih--vkj-,l- t;iqj

dsUnz ljdkjh foHkkx@jkT; ljdkjh foHkkx@Lora= laLFkk@'kks/k laLFkk@fo'ofo|ky;@vU; ¼di;k Li"V djsa½

37

$ {kerk fuekZ.k@df"k@m|kfudh@i'kqikyu@eNyhikyu@nwjlaosnh@tylaj{k.k@Hkwty@okfudh@vkthfodk@ m/kferk fodkl@ vU; ¼di;k Li"V djsa½

@ ;g vko';d gS fd izzf'k{k.k laLFkk }kjk dk;Z funsZf'kdk esa mYysf[kr 'krksZ dks iwjh djrk gksA

38

lkj.kh %& ifj;kstuk {ks= esa {kerk lao/kZu laca/kh xfrfof/k;kW ¼HkkSfrd ,oa foRrh;½ ifj;kstuk ykxr dk 3.60 izfr'kr

1 2 3 5 6 7

Ø-la-

ifj;kstuk esa lgHkkxh

O;fDr;ksa dh

la[;k

ifj;kstuk vof/k esa izf'kf{kr fd;s tkus okys O;fDr;ksa dh la[;k

ifj;kstuk vof/k esa vk;ksftr izf'k{k.kksa dh la[;k ifj;kstuk vof/k esa izf'kf{kr fd;s tkus okys O;fDr

fnolksa dh la[;k

izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ

iape o"kZ dqy izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ

iape o"kZ dqy

izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ

iape o"kZ dqy

1 ih-vkbZ-,- 2 1 1 2 4 6 10 21 18 39

2 MCY;w-Mh-Vh- 8 4 4 8 5 4 9 64 95 159

3 miHkksDRkk lewg 185 140 45 185 2 2 4 720 195 915

4 Lo;a lgk;rk lewg 380 210 170 380 3 6 9 300 450 750

5 tyxzg.k lfefr 286 136 150 286 5 3 8 305 800 1105

6 xzke iapk;r 3 3 3 1 1 9 200 209

7 leqnk; 100 100 100 2 2 0

8 'kSf{kf.kd Hkze.k

@jkT; ds ckgj 100 100 100 1 1 600 600

9 'kSf{kf.kd Hkze.k

¼vUrZjkT;½ 100 100 100 1 1 600 600

10 ifj;ktuk izcU/kd

@,l-,y-,u-,- 1 1 1 2 3 2 5 11 6 17

11 dqy HkkSfrd 1166 695 471 1166 25 25 50 2630 1764 4394

39

lkj.kh %& ifj;kstuk {ks= esa f'k{kk vkSj lapkj laca/kh xfrfof/k;kW ¼vkbZ-bZ-lh-½ ifj;kstuk ykxr dk -90 izfr'kr

ifj;kstuk dh ykxr 523.8 lac

izFke o"kZ f}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ dqy

1 ekWMy #QVkWi okVj gkjosZfVxLVªDplZ ¼iapk;r lfefr, jkthoxkW/kh lsok dsUnz ;k vU; iapk;rlfefr Lrjh; utnhdh ljdkjhHkou ½

0.18 0.943 0.943

3 MhLiys cksMZs@IysxDlh cksMZ@

4 okWy isfUVax&tyxzg.k xfrfof/k;ksa]y{;ks o izkfIr vkfn dks n’kkZrh gqbZA

6 Ukkjk ys[ku

8 fucU/k o okn&fookn izfr;ksfxrk

12 dViqryh izn’kZu

13 jkf= xks"Bh

14 Hkw laj{k.k lIrkg

15 psruk jSyh

16 tyxzg.k fodkl dk lans’k nsus okyslkaLdfrd dk;ZØe

18 dqy 0.90 2.062 1.237 0.884 0.530 0.000 4.714

vk'kkfUor ifj.kke ¼tgka rdlEHko gksek=k n'kkZ;s½

Ø-la- xfrfo/kh dk;Zdkjh laLFkk

ifj;kstuk dh dqy ykxr esa ls 0-90izfr'kr jkf'k dk vkaoVu

vkaoVu ¼yk[kks esa½

17 d`"kd fnol dk vk;kstu ,oa {ks=Hkze.k fnol dk vk;kstu bR;kfn

9 jsfM;ksa@nwjn’kZu ij okrkZ ofoKkiu

10 lkaLdfrd R;kSgkj @ esys vkfn dsvolj ij iznZ’kuh

0.236 0.236

11 uqDdM+ ukVd

5 tyxzg.k fodkl laca/kh eqfnzriEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA

7 lQyrk dh dgkuh;ksa dhohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe,oa d`"kdks ls lk{kjkrdkj @ okrkZA

0.09

2 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrkgqvk IykLVj vkWQ isfjl@ feV~Vh@ydMh@IykfLVd ls cuk gqvkekWMyA

0.225

0.135

0.09

0.18

0.354

0.177

0.118

0.236 0.236

0.354

0.177

0.118

0.236

0.471

0.177

0.118

0.177

0.118

0.236

0.471

1.179

0.707

0.471

0.943

40

LVsV fjeksV lsUlhx ,Iyhds'ku lsUVj@oSidksl@ihMhdksj vU; laLFkk dks fofHkUu FkhesfVd ys;lZ dkjVkslsV &1 o

fyl&3 bestfjl ds mi;ksx ls mRiUu djus] fodflr djus ,oa ft;ks Lisf'k;y MkVkcsl ds izc/ku ls Hkwfe dh

orZeku HkkSxksfyd fLFkfr ty lajpuk,W ouLifr dh fLFkfr] Hkwfe ds Lokfe;ksa vuqlkj fLFkfr gksrh gSA

LVsV fjeksV lsUlhx ,Iyhds'ku lsUVj@oSidksl@ihMhdksj laLFkk }kjk fuEu FkhesfVd ys;lZ rS;kj dh nh xbZ gS%&

&ewyHkwr uD'ks ¼xkWo dk [kljk eSi½

& Mªsust ykbZu usVodZ@orZeku esa fLFkr ty lajpukvksa dk ekufp=

&yS.M;wt doj eSi

&Lyksi eSi

&1ehVj vUrjky dk leksP; ekufp= ¼fpfUgr tyxzzg.k {ks= ifj;kstuk gsrq½

pSIVj 2 esa mYysf[kr vuqlkj th-vkbZ-,l dh FkhesfVd ys;lZ] QhYM Hkze.k] xzkeh.k lgHkkxh vH;kl o cSap

ekdZ vkadMs ds fo'ys"k.k ds vk/kkj ij jktLo uD'ks ij fØ;kfUorh mipkj ;kstuk cukbZ xbZ gSA vr% izR;sd

xfrfof/k dks jktLo uD'ks ij vafdr fd;k x;k gSA thvkbZ,l ds vk/kkj ij fufeZr fo'ys"k.k uD'ks] xzkeh.k lgHkkxh

vH;kl ds vk/kkj ds fo'ys"k.k dks layXu fd;k x;k gSA

c- vkthfodk dh dk;Z ;kstuk %

lEidZ djus ,oa dk;ZØe ls ifjp; djkus gsrq xzke lHkk esa ,d tkxj.k vfHk;ku pyk;k x;kA vkthfodk dk;Z

;kstuk % vkthfodk en esa jkf'k vkaoVu gsrq ;g eq[; :i ls vko';d gSA ifj;kstuk fdz;kUo;u ,tsUlh }kjk

tyxzg.k fodkl ny ds lnL;ksa] tyxzg.k lfefr] Lo;a lgk;rk lewgksa]vuqlwfpr tkfr] vuqlwfpr tutkfr]

efgykvksa] Hkwfeghu@lalk/kufoghu ifjokjksa ds ijke'kZ ls vkthfodk dk;Z ;kstuk rS;kj dh xbZ gSA

miyC/k /kujkf'k o mlds mi;ksx dk fooj.k fuEukuqlkj gS %

ifj;kstuk dh dqy ykxr : %&523-80yk[k

vkthfodk en esa miyC/k jkf'k : %& 42-42yk[k ¼ifj;kstuk dh dqy ykxr dk 8-10%) v- Lo;a lgk;rk lewgksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : %&27-42 yk[k ¼vkthfodk en esa miyC/k jkf'k dk U;wure 60%½

41

Lo;a lgk;rk lewgksa }kjk dh tkus okyh vkthfodk xfrfof/k;ksa dk fooj.k %

dz-la fooj.k Lak[;k ijkdze fuf/k@

lhM euh gsrq

miyC/k jkf’k

vkthfodk en esa

miyC/k jkf’k dk

izfr’kr

1 Lo;a lgk;rk lewg

v orZeku esa 13 3.25

c u;s 97 24.17

;ksx 110 27.42 64.64

2 O;fDrxr m|eh 14 3.50 8.25

3

Lo;a lgk;rk lewgksa ds

QSMjs'ku@

m|eh Lo;a

lgk;rk lewg 7 11.50 27.10

dqy ;ksx 42.42 100

df"k vk/kkfjr izLrkfor xfrfof/k;ka

Xkfrfof/k dk uke Lo;a lgk;rk lewg dh

la[;k ijkdze fuf/k yk[kksa esa

eNyhikyu - -

Ms;jh 10 2.50

eqxhZikyu - -

lwvj ikyu - -

cdjh ikyu 10 2.50

e/kq eD[kh ikyu - -

js'ke ds dhV dk ikyu - -

ulZjh 5 1.25

eDds dks Nhyus dh e’khu 10 2.50

nky fey 2 0.50

rsy fey 2 0.50

42

vU; ¼di;k Li"V djsa½ - -

;ksx 39 9.75

vdf"k {ks= gsrq izLrkfor xfrfof/k;ka

Xkfrfof/k dk uke Lo;a lgk;rk lewg dh

la[;k ijkdze fuf/k

nLrdkj - -

[kkrh 5 1.25

lqukj 3 0.75

eksph 5 1.25

dqEgkj 8 2.00

eSlu 12 3.00

i;kZoj.k i;ZV.k - -

df"k izlaLdj.k - -

yqgkj - -

eksecRrh cukuk 6 1.50

nksuk iRry 6 1.50

flykbZ@cqukbZ 6 1.50

Pkk; dh nqdku 5 1.25

tujy LVksj 5 1.25

ekckbZy fjis;j 5 1.25

feL=h@fofo/k 'kkWi 5 1.25

vU; dk;Z - -

‘;ksx 71 17.50

fufeZr fd;s tkus okys Lo;a lgk;rk lewgksa dh la[;k 110

43

c- Lo;a lgk;rk lewgksa ds QSMjs'ku@ m|eh Lo;a lgk;rk lewgksa dks vuqnku ds :i esa ns; jkf'k 11-50 yk[k ¼vkthfodk en esa miyC/k jkf'k dk vf/kdre 30%½

Ø-la-

QSMjs’ku

@m|eh Lo;a

lgk;rk lewgksa

dh la[;k

QSMjs’ku @m|eh Lo;a

lgk;rk lewg }kjk

LFkkiuk gsrq izLrkfor

ifj;kstuk dk uke

izLrkfor

ifj;kstuk dh

ykxr ¼yk[kksa esa½

izLrkfor

ifj;kstuk ij

ns; vuqnku jkf’k

yk[k

cSad yksu

yk[k

1 3 Ms;jh 9.00 4.50 4.50

2 2 flykbZ@cqukbZ 6.00 4.00 2.00

3 2 cdjh ikyu 4.00 3.00 1.00

l- O;fDrxr m|fe;ksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : 3-50yk[k ¼vkthfodk en esa miyC/k jkf'k dk vf/kdre 10%½

Ø-

la- Xkfrfof/k dk uke m|fe;ksa dh la[;k

oxZ vuq tkfr@vuq-

tu tkfr@vU;

ns; ijkØe

fuf/k

yk[k

m|eh dh fgLlk

jkf’k

yk[k

1 tujy LVksj 1 vU; 0.25 0.25

2 cdjh ikyu 4 vuq- tu tkfr 1.00 1.00

3 Ms;jh 6 vuq- tu tkfr 1.50 0.90

44

l- mRiknu i)fr ;kstuk %

yf{kr ifjokjksa dks dk;ZØe ls ifjp; djkus ,oa lEidZ djus gsrq xzke lHkk esa ,d tkxj.k vfHk;ku pyk;k

x;kA mRikndrk i)fr ;kstuk % mRiknu ;kstuk esa jkf'k vkaoVu gsrq ;g eq[; :i ls vko';d gSA ifj;kstuk

fdz;kUo;u ,tsUlh }kjk tyxzg.k fodkl ny ds lnL;ksa] tyxzg.k lfefr] Lo;a lgk;rk lewgksa ]vuqlwfpr tkfr]

vuqlwfpr tutkfr] efgykvksa] ,oa d"kd ifjokjksa ds ijke'kZ ls mRiknu i)fr dk;Z ;kstuk rS;kj dh xbZ gSA

(i) Ikfj;kstuk dh dqy ykxr %& 523-80 yk[k :i;s

(ii) mRiknu i)fr esa miyC/k jkf’k ¼dqy ykxr dk 9% ½ =-47-14 yk[k :i;s

mRiknu i)fr ;kstuk gsrq izLrkfor xfrfof/k;ka %

dz-la- Xkfrfof/k dk uke Ikfjokjksa dh la[;k Xkfrfof/k dh ykxr tyxzg.k fodkl

fuf/k

v mRiknu i)fr ;kstuk

1 Qynkj ikS/kksa dk jksi.k 52 12.48

B vU;

1 Qly izn’kZu 117 5.85

2 lfCt;ksa dh [ksrh 70 2.94

3 vkWxZfud [ksrh (gjh

[kkn] uSMsi [kkn o

dEiksLV [kkn )

45 10.80

;ksx 284 32.07

C y?kq m|e

1 Ik’kq fodkl xfrfof/k;ka - -

a df+e xHkkZ/kku - -

b cf/k;kdj.k - -

c i'kq dSEi 6 1.68

9 i'kq ukn 1913 13.39

10 i'kq gsrq 'kSM 15.07

vU;

45

i'kq fodkl ;kstuk % i'kq tks mRiknd ugha gSa] ,oa i'kq ftudh mRikdrk de gS mudk mRiknu c<kus gsrq fuEu xfrfof/k;ksa dks

fy;k tkuk izLrkfor fd;k x;k gS% i'kqvksa dks ikyus] chekfj;ksa gsrq Vhds yxkus] mUur uLy viukus] vkfn dk;ksZa gsrq tkx:drk

vfHk;ku ,oa ukjk ys[ku oSKkfud vH;kl ls i'kqikyu ds dze esa lsehukj] okn&fookn izfr;ksfxrk] iSEQysV forj.k] psruk

jsyh dk vk;kstu vUrj ftyk@jkT; Hkze.k dk;Zdze i'kqikydks dh ikf{kd cSBd vk;ksftr dj mUgsa mUur uLy gsrq lHkh xHkZk/ku ;ksX; xk;] HkSal ds

df=e xHkkZ/kku gsrq rS;kj djuk i'kqvksa ds LokLF; gsrq fdz;kdyki djuk i'kqikyu izos’k fcUnq dk;Z ,oa dk;Z en esa ikuh dh ukan cuokukA i'kqvksa ds df=e xHkkZ/kku] cf/k;kdj.k] cka>iu dk bykt vkfn dk;Z djokuk

okf"kZd dk;Z ;kstuk %

izR;sd o"kZ tuojh ekg esa ifj;kstuk fdz;kUo;u ,tsUlh }kjk xzke lHkk esa tyxzg.k fodkl ny ds

lnL;ksa] tyxzg.k lfefr] Lo;a lgk;rk lewgksa]vuqlwfpr tkfr] vuqlwfpr tutkfr] efgykvksa]

Hkwfeghu@lalk/kufoghu ifjokjksa ds ijke'kZ ls rS;kj ,d okf"kZd dk;Z ;kstuk vxys o"kZ esa fdz;kfUor fd;s

tkus okys dk;ksZa gsrq vuqekfnr djokbZ tkosxh bl dk;Z ;kstuk esa fiNys o"kksZa ds cdk;k dk;ksZa dk

lekos’k fd;k tkosxk] bl dk;Z ;kstuk dh izfrfyih ifj;kstuk izca/kd dks izsf"kr dh tkosxhA

Signatures PIA, IWMP

P.S. Gangrar

46

ifj;kstuk dk {ks=Qy% 4365 gS- ifj;kstuk dh ykxr %& :- 523.80 yk[k

dUotsZULk dh ykxr %& :- 32.24 yk[k

(d) izkjfEHkd xfrfof/k;ka

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

iz'kklu 9% 0 7.992 7.992 0.00 0.00 2.25 2.25 0.00 0 13.8132 13.8132 0

izcks/ku 0.9% 0 0.7992 0.7992 0.00 0.00 0.22 0.22 0.00 0 1.38132 1.38132 0

ewY;kadu 0.9% 0 0.7992 0.7992 0.00 0.00 0.22 0.22 0.00 0 1.38132 1.38132 0

izos'k fcUnq xfrfof/k 3.6% 0 3.1968 3.1968 0.00 0 0.00 0.90 0.90 0.00 0 0 5.52528 5.52528 0 0

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0 3.996 3.996 0.00 0.00 1.12 1.12 0.00 0 6.9066 6.9066 0

foLrr ifj;kstuk izfrosnu 0.90% 0 0.7992 0.7992 0.00 0.00 0.22 0.22 0.00 0 1.38132 1.38132 0

;ksx d 0 17.5824 17.5824 0.00 0.00 4.94 4.94 0.00 0 30.38904 30.38904 0

izLrkfor fodkl ;kstukifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %&xaxjkj ftyk%&fpRrkSM +x<

bZdkbZ ykxr

xzke iapk;r lknh xzke iapk;r tkatjksa dk [ksM+k xzke iapk;r lkM+klxfrfof/k bZdkbZ

v/;k;&3

47

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 250 10 10 0.00 50.00 2.00 2.00 0.00 450 18 18 0

[ksr rykbZ la[;k 0.65 4 2.6 2.6 0.00 2.00 1.30 1.30 0.00 6 3.9 3.9 0

pkjkxkg fodkl gS0 0.69 0 0 0 0.00 0 0.00 0.00 0.00 0.00 10 6.9 6.9 0

fjVsfuax okWy la[;k 4.96 1 4.96 4.96 0.00 0.00 0.00 0.00 0.00 3 14.88 14.88 0

ijdksys'ku Vsad&1 la[;k 0.58 2 1.16 1.16 0.00 3.00 1.74 1.74 0.00 2 1.16 1.16 0

ijdksys'ku Vsad&2 la[;k 0.83 2 1.66 1.66 0.00 1.00 0.83 0.83 0.00 3 2.49 2.49 0

ijdksys'ku Vsad&3 la[;k 1.2 2 2.4 2.4 0.00 0.00 0.00 0.00 0.00 3 3.6 3.6 0

ijdksys'ku Vsad&4 la[;k 0.91 0 0 0 0.00 1.00 0.91 0.91 0.00 0 0 0 0

ijdksys'ku Vsad&5 la[;k 1.39 0 0 0 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0

ijdksys'ku Vsad&6 la[;k 1.43 0 0 0 0.00 0 1.00 1.43 1.43 0.00 1 1.43 1.43 0

ijdksys'ku Vsad foFk osLV fo;j&1

la[;k

5.75 2 11.5 11.5 0.00 0 0.00 0.00 0.00 0.00 1 5.75 5.75 0

ijdksys'ku Vsad foFk osLV fo;j&2

la[;k

5.75 0 0 0 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0

Mk;ojtu psuy 100 eh0 0.15 6 0.9 0.9 0.00 6.00 0.90 0.90 0.00 11 1.65 1.65 0

LVªxj Vªsapst gS0 0.3 10 3 3 0.00 5.00 1.50 1.50 0.00 20 6 6 0

tyxzg.k fodkl fuf/k gsrq 5-10%

bZdkbZ ykxr

xzke iapk;r lknh

tyxzg.k fodkl fuf/k gsrq 5-10%

xzke iapk;r tkatjksa dk [ksM+k

vd`f"k Hkwfe gsrq laj{k.k dk;Z

xzke iapk;r lkM+klxfrfof/k bZdkbZ

tyxzg.k fodkl fuf/k gsrq 5-10%

df"k Hkwfe gsrq laj{k.k dk;Z

48

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

0 0.00 0 0 0 0 0

Mx vkmV&1 la[;k 0.22 0 0 0 0.00 2.00 0.44 0.44 0.00 6 1.32 1.32 0

Mx vkmV&2 la[;k 0.14 6 0.84 0.84 0.00 2.00 0.28 0.28 0.00 4 0.56 0.56 0

Mx vkmV&3 la[;k 0.055 0 0 0 0.00 4.00 0.22 0.22 0.00 8 0.44 0.44 0

ladu xyh fiV 1 la[;k 0.053 0 2.915 0 2.92 195.00 2.17 0.00 2.17 37 1.961 0 1.961

ladu xyh fiV 2 la[;k 0.07 0 2.8 0 2.80 156.00 2.80 0.00 2.80 33 2.31 0 2.31

ladu xyh fiV 3 la[;k 0.09 0 2.7 0 2.70 122.00 2.61 0.00 2.61 30 2.7 0 2.7

ywt LVksu pSd Mse la[;k 0.05 15 0.75 0.75 0.00 6.00 0.30 0.30 0.00 4 0.2 0.2 0

ywt LVksu pSd Mse la[;k 0.08 0 0 0 0.00 5.00 0.40 0.40 0.00 4 0.32 0.32 0

SCD - I la[;k 0.11 5 0.55 0.55 0.00 3.00 0.33 0.33 0.00 6 0.66 0.66 0

SCD - II la[;k 0.13 10 1.3 1.3 0.00 0.00 0.00 0.00 0.00 6 0.78 0.78 0

osLV oh;j&1 la[;k 3.14 1 3.14 3.14 0.00 0.00 0.00 0.00 0.00 0 0 0 0

osLV oh;j&2 la[;k 3.22 0 0 0 0.00 0.00 0.00 0.00 0.00 1 3.22 3.22 0

osLV oh;j&3 la[;k 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0 0

osLV oh;j&4 la[;k 5.36 0 0 0 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0

osLV oh;j&5 la[;k 8 0 0 0 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0

osLV oh;j de dktos&1 la[;k 4.09 0 0 0 0.00 0 0.00 0.00 0.00 0.00 1 4.09 4.09 0

osLV oh;j de dkto&2 la[;k 5.34 0 0 0 0.00 0 0.00 0.00 0.00 0 0 0 0 0

;ksx [k 316 53.175 44.76 8.42 564.00 20.16 12.58 7.58 650 84.321 77.35 6.971

bZdkbZ ykxr

xzke iapk;r lknh xzke iapk;r tkatjksa dk [ksM+k

Mªsust ykbZu VªhVesUV

xzke iapk;r lkM+klxfrfof/k bZdkbZ

49

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 9 2.16 2.16 0.00 1.00 0.24 0.24 0.00 15 3.6 3.6 0

lfCt;ksa dh [ksrh ha 0.07 9 0.63 0.63 0.00 1.00 0.07 0.07 0.00 12 0.84 0.84 0

Qly izn'kZu ha 0.05 30 1.5 1.5 0.00 2.00 0.10 0.10 0.00 30 1.5 1.5 0

oehZ dEiksLV no 0.24 6 1.44 1.44 0.00 2.00 0.48 0.48 0.00 12 2.88 2.88 0

esUtj no 0.007 289 2.023 2.023 0.00 194.00 1.36 1.36 0.00 611 4.277 4.277 0

i'kq dSEi no 0.24 1 0.24 0.24 0.00 0.00 0.00 0.00 0.00 3 0.72 0.72 0

344 7.993 7.993 0.00 200.00 2.25 2.25 0.00 683 13.817 13.817 0

bZdkbZ ykxr

xzke iapk;r lknh xzke iapk;r tkatjksa dk [ksM+k xzke iapk;r lkM+klxfrfof/k bZdkbZ

tyxzg.k fodkl fuf/k gsrq 20&40

%

mRiknu xfrfof/k;ka dk ;ksx x

tyxzg.k fodkl fuf/k gsrq 20&40

%

tyxzg.k fodkl fuf/k gsrq 20&40

%

50

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 19 4.69 4.69 0.00 8.00 2.02 2.02 0.00 32 7.93 7.93 0

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 2 0.5 0.5 0.00 0.00 0.00 0.00 0.00 4 1 1 0

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 2 2 2 0.00 0.00 0.00 0.00 0.00 2 3.5 3.5 0

;ksx vkthfodk xfrfof/k;ka 23 7.19 7.19 0.00 8.00 2.02 2.02 0 38 12.43 12.43 0

¼M+½ Q~ysDlh QaM¼10%½

;ksx QysDlh QaM 0 8.88 8.88 0.00 0.00 2.50 2.50 0 0 15.348 15.348 0

M- lesadu 3 izfr'kr ;ksx 0 2.3976 2.3976 0.00 0.00 0.67 0.67 0 0 4.14396 4.14396 0

dqy ;ksx 683 97.218 88.803 8.42 772.00 32.54 24.96 7.58 1371 160.449 153.478 6.971

bZdkbZ ykxr

xzke iapk;r lknh xzke iapk;r tkatjksa dk [ksM+k xzke iapk;r lkM+klxfrfof/k bZdkbZ

51

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

iz'kklu 9% 0 23.0904 23.0904 0 0 47.142 47.14 0.00

izcks/ku 0.9% 0.00 2.31 2.31 0.00 0 4.7142 4.71 0.00

ewY;kadu 0.9% 0.00 2.31 2.31 0.00 0 4.7142 4.71 0.00

izos'k fcUnq xfrfof/k 3.6% 0.00 9.24 9.24 0.00 0 0 18.8568 18.86 0.00 0

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0.00 11.55 11.55 0.00 0 23.571 23.57 0.00

foLrr ifj;kstuk izfrosnu 0.90% 0.00 2.31 2.31 0.00 0 4.7142 4.71 0.00

;ksx d 0.00 50.80 50.80 0.00 0 103.7124 103.71 0.00

bZdkbZ ykxr

xfrfof/k bZdkbZ ;ksxxzke iapk;r lksfu;k.kk

52

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 600.00 24.00 24.00 0.00 1350 54 54.00 0.00

[ksr rykbZ la[;k 0.65 13.00 8.45 8.45 0.00 25 16.25 16.25 0.00

0.00 0.00 0.00 0.00 0 0 0.00 0.00

pkjkxkg fodkl gS0 0.69 0.00 0.00 0.00 0.00 10 6.9 6.90 0.00 0

fjVsfuax okWy la[;k 4.96 2.00 9.92 9.92 0.00 6 29.76 29.76 0.00

ijdksys'ku Vsad&1 la[;k 0.58 12.00 6.96 6.96 0.00 19 11.02 11.02 0.00

ijdksys'ku Vsad&2 la[;k 0.83 15.00 12.45 12.45 0.00 21 17.43 17.43 0.00

ijdksys'ku Vsad&3 la[;k 1.2 7.00 8.40 8.40 0.00 12 14.4 14.40 0.00

ijdksys'ku Vsad&4 la[;k 0.91 0.00 0.00 0.00 0.00 1 0.91 0.91 0.00

ijdksys'ku Vsad&5 la[;k 1.39 1.00 1.39 1.39 0.00 1 1.39 1.39 0.00 0

ijdksys'ku Vsad&6 la[;k 1.43 4.00 5.72 5.72 0.00 6 8.58 8.58 0.00

ijdksys'ku Vsad foFk osLV fo;j&1

la[;k

5.75 0.00 0.00 0.00 0.00 3 17.25 17.25 0.00

ijdksys'ku Vsad foFk osLV fo;j&2

la[;k

5.75 2.00 11.50 11.50 0.00 2 11.5 11.50 0.00 0

Mk;ojtu psuy 100 eh0 0.15 20.00 3.00 3.00 0.00 43 6.45 6.45 0.00

LVªxj Vªsapst gS0 0.3 30.00 9.00 9.00 0.00 65 19.5 19.50 0.00

bZdkbZ ykxr

vd`f"k Hkwfe gsrq laj{k.k dk;Z

xfrfof/k bZdkbZ ;ksx

d`f"k Hkwfe gsrq laj{k.k dk;Z tyxzg.k fodkl fuf/k gsrq 5-10%

xzke iapk;r lksfu;k.kk

tyxzg.k fodkl fuf/k gsrq 5-10%

53

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

0.00 0.00 0.00 0.00 0 0 0.00 0.00 0

Mx vkmV&1 la[;k 0.22 17.00 3.74 3.74 0.00 25 5.5 5.50 0.00

Mx vkmV&2 la[;k 0.14 10.00 1.40 1.40 0.00 22 3.08 3.08 0.00

Mx vkmV&3 la[;k 0.055 10.00 0.55 0.55 0.00 22 1.21 1.21 0.00

ladu xyh fiV 1 la[;k 0.053 62.00 3.29 0.00 3.29 294 10.335 0.00 10.34

ladu xyh fiV 2 la[;k 0.07 43.00 3.01 0.00 3.01 232 10.92 0.00 10.92

ladu xyh fiV 3 la[;k 0.09 33.00 2.97 0.00 2.97 185 10.98 0.00 10.98

ywt LVksu pSd Mse la[;k 0.05 10.00 0.50 0.50 0.00 35 1.75 1.75 0.00

ywt LVksu pSd Mse la[;k 0.08 10.00 0.80 0.80 0.00 19 1.52 1.52 0.00

SCD - I la[;k 0.11 8.00 0.88 0.88 0.00 22 2.42 2.42 0.00

SCD - II la[;k 0.13 15.00 1.95 1.95 0.00 31 4.03 4.03 0.00

osLV oh;j&1 la[;k 3.14 0.00 0.00 0.00 0.00 1 3.14 3.14 0.00

osLV oh;j&2 la[;k 3.22 0.00 0.00 0.00 0.00 1 3.22 3.22 0.00

osLV oh;j&3 la[;k 0 0.00 0.00 0.00 0.00 0 0 0.00 0.00

osLV oh;j&4 la[;k 5.36 1.00 5.36 5.36 0.00 1 5.36 5.36 0.00 0

osLV oh;j&5 la[;k 8 1.00 8.00 8.00 0.00 1 8 8.00 0.00 0

osLV oh;j de dktos&1 la[;k 4.09 0.00 0.00 0.00 0.00 1 4.09 4.09 0.00

osLV oh;j de dkto&2 la[;k 5.34 1.00 5.34 5.34 0.00 1 5.34 5.34 0.00

;ksx [k 927.00 138.58 129.31 9.27 2457 296.235 264.00 32.24

bZdkbZ ykxr

Mªsust ykbZu VªhVesUV

xfrfof/k bZdkbZ ;ksxxzke iapk;r lksfu;k.kk

54

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 27.00 6.48 6.48 0.00 52 12.48 12.48 0.00

lfCt;ksa dh [ksrh ha 0.07 20.00 1.40 1.40 0.00 42 2.94 2.94 0.00

Qly izn'kZu ha 0.05 55.00 2.75 2.75 0.00 117 5.85 5.85 0.00

oehZ dEiksLV no 0.24 25.00 6.00 6.00 0.00 45 10.8 10.80 0.00

esUtj no 0.007 820.00 5.74 5.74 0.00 1914 13.398 13.40 0.00

i'kq dSEi no 0.24 3.00 0.72 0.72 0.00 7 1.68 1.68 0.00

950.00 23.09 23.09 0.00 2177 47.148 47.15 0.00

bZdkbZ ykxr

xfrfof/k bZdkbZ ;ksx

tyxzg.k fodkl fuf/k gsrq 20&40

%

xzke iapk;r lksfu;k.kk

mRiknu xfrfof/k;ka dk ;ksx x

tyxzg.k fodkl fuf/k gsrq 20&40

%

55

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 51.00 12.78 12.78 0.00 110 27.42 27.42 0.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 8.00 2.00 2.00 0.00 14 3.5 3.50 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 3.00 6.00 6.00 0.00 7 11.5 11.50 0.00

;ksx vkthfodk xfrfof/k;ka 62.00 20.78 20.78 0.00 131 42.42 42.42 0.00

¼M+½ Q~ysDlh QaM¼10%½;ksx Q`ysDlh QaM 0.00 25.66 25.66 0.00 0 52.38 52.38 0.00

M- lesadu 3 izfr'kr ;ksx 0.00 6.93 6.93 0.00 0 14.1426 14.14 0.00

dqy ;ksx 1939.00 265.83 256.56 9.27 4765 556.038 523.80 32.24

bZdkbZ ykxr

xfrfof/k bZdkbZ ;ksxxzke iapk;r lksfu;k.kk

56

v/;k;&4

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

ifj;kstuk dh ykxr %

523.8 yk[k

dUotsZUl dh ykxr %

32.24 yk[k xfrfof/k bZdkbZ bZdkbZ

ykxr ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr dUotsZUl

jkf'k ykHkkafor dh fgLlk jkf'k

Je lkexzh dqy

(d) izkjfEHkd xfrfof/k;ka (19.80%)

iz'kklu 9% 0 47.14 0 0 47.14 0.00

izcks/ku 0.9% 0 4.71 0 0 4.71 0.00

ewY;kadu 0.9% 0 4.71 0 0 4.71 0.00

izos'k fcUnq xfrfof/k 3.6% 0 18.86 0 0 18.86 0.00

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0 23.57 0 0 23.57 0.00

foLrr ifj;kstuk izfrosnu 0.90% 0 4.71 0 0 4.71 0.00

;ksx d 0 103.71 0 0 103.71 0.00

57

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr dUotsZUl jkf'k

ykHkkafor dh fgLlk jkf'k

Je lkexzh dqy

([k) izkdfrd lalk/ku izca/ku (50.40%) df"k Hkwfe gsrq laj{k.k dk;Z tyxzg.k

fodkl fuf/k gsrq 5-10% fQYM c.M gS0 1350 54.00 0 0 54.00 0.00

[ksr rykbZ la[;k 25 16.25 0 0 16.25 0.00

vdf"k Hkwfe gsrq laj{k.k dk;Z

pkjkxkg fodkl gS0 10 6.90 0 0 6.90 0.00

fjVsfuax okWy la[;k 6 29.76 0 0 29.76 0.00

ijdksys'ku Vsad&1 la[;k 19 11.02 0 0 11.02 0.00

ijdksys'ku Vsad&2 la[;k 21 17.43 0 0 17.43 0.00

ijdksys'ku Vsad&3 la[;k 12 14.40 0 0 14.40 0.00

ijdksys'ku Vsad&4 la[;k 1 0.91 0 0 0.91 0.00

ijdksys'ku Vsad&5 la[;k 1 1.39 0 0 1.39 0.00

ijdksys'ku Vsad&6 la[;k 6 8.58 0 0 8.58 0.00

ijdksys'ku Vsad foFk osLV fo;j&1

la[;k

3 17.25 0 0 17.25 0.00

ijdksys'ku Vsad foFk osLV fo;j&2

la[;k

2 11.50 0 0 11.50 0.00

Mk;ojtu psuy 100 eh0 43 6.45 0 0 6.45 0.00

LVªxj Vªsapst gS0 65 19.50 0 0 19.50 0.00

58

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr dUotsZUl jkf'k

ykHkkafor dh fgLlk jkf'k

Je lkexzh dqy

Mªsust ykbZu VªhVesUV 0

Mx vkmV&1 la[;k 0.22 25 5.50 0 0 5.50 0.00

Mx vkmV&2 la[;k 0.14 22 3.08 0 0 3.08 0.00

Mx vkmV&3 la[;k 0.055 22 1.21 0 0 1.21 0.00

ladu xyh fiV 1 la[;k 0.053 294 10.34 0 0 0.00 10.34

ladu xyh fiV 2 la[;k 0.07 232 10.92 0 0 0.00 10.92

ladu xyh fiV 3 la[;k 0.09 185 10.98 0 0 0.00 10.98

ywt LVksu pSd Mse la[;k 0.05 35 1.75 0 0 1.75 0.00

ywt LVksu pSd Mse la[;k 0.08 19 1.52 0 0 1.52 0.00

SCD - I la[;k 0.11 22 2.42 0 0 2.42 0.00

SCD - II la[;k 0.13 31 4.03 0 0 4.03 0.00

osLV oh;j&1 la[;k 3.14 1 3.14 0 0 3.14 0.00

osLV oh;j&2 la[;k 3.22 1 3.22 0 0 3.22 0.00

osLV oh;j&3 la[;k 0 0 0.00 0 0 0.00 0.00

osLV oh;j&4 la[;k 5.36 1 5.36 0 0 5.36 0.00

osLV oh;j&5 la[;k 8.00 1 8.00 0 0 8.00 0.00

osLV oh;j de dktos&1 la[;k 4.09 1 4.09 0 0 4.09 0.00

osLV oh;j de dkto&2 la[;k 5.34 1 5.34 0 0 5.34 0.00

;ksx [k 2457 296.24 0 0 264.00 32.24

59

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk jkf'k ls ykxr dUotsZUl jkf'k

ykHkkafor dh fgLlk jkf'k

Je lkexzh dqy

( x ) mRiknu xfrfof/k;ka (10%)

Qynkj ikS/kksa dk jksi.k ha 0.24 52 12.48 0 0 12.48 0.00

tyxzg.k fodkl fuf/k gsrq 20&40

% lfCt;ksa dh [ksrh ha 0.07 42 2.94 0 0 2.94 0.00

Qly izn'kZu ha 0.05 117 5.85 0 0 5.85 0.00

oehZ dEiksLV no 0.24 45 10.80 0 0 10.80 0.00

esUtj no 0.007 1914 13.40 0 0 13.40 0.00

i'kq dSEi no 0.24 7 1.68 0 0 1.68 0.00

mRiknu xfrfof/k;ka dk ;ksx x 2177 47.15 0 0 47.15 0.00

60

Je lkexzh dqy

(?k ) vkthfodk xfrfof/k;ka (9%)

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 110 27.42 0 0 27.42 0.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 14 3.50 0 0 3.50 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 7 11.50 0 0 11.50 0.00;ksx vkthfodk xfrfof/k;ka 131 42.42 0 0 42.42 0.00

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 52.38 0 0 52.38 0.00¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0 14.14 0 0 14.14 0.00

egk ;ksx 4765 556.04 0 0 523.80 32.24

ykHkkafor dh fgLlk jkf'k

dUotsZUl jkf'k

ifj;kstuk jkf'k ls ykxrxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

61

{ks=Qy%& 4365 gS- ykxr %& :- 523.80 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0.00 47.14 47.14 0.00 7.07 0.00 9.43 0.00 11.79 0.00 9.43 0.00 9.43 0.00 47.14

izcks/ku 0.9% 0.00 4.71 4.71 0.00 0.47 0.00 0.94 0.00 1.41 0.00 0.94 0.00 0.94 0.00 4.71

ewY;kadu 0.9% 0.00 4.71 4.71 0.00 0.94 0.00 0.94 0.00 0.94 0.00 0.94 0.00 0.94 0.00 4.71

izos'k fcUnq xfrfof/k 3.6% 0.00 18.86 18.86 0.00 14.14 0.00 4.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.86

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0.00 23.57 23.57 0.00 9.43 0.00 4.71 0.00 4.71 0.00 2.36 0.00 2.36 0.00 23.57

foLrr ifj;kstuk izfrosnu 0.90% 0.00 4.71 4.71 0.00 4.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.71

;ksx d 0.00 103.71 103.71 0.00 36.77 0.00 20.74 0.00 18.86 0.00 13.67 0.00 13.67 0.00 103.71

izkjfEHkd xfrfof/k;ka (19.80%)izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ifj;kstuk

jkf'k ls ykxr

;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

xkao ds uke%&lknh] :iiqjk] eksVsfy;kl]lksfu;k.kk] =S"Bk] xsatjk]jkBksaM+ksa dk [ksM+k] 'kEHkqiqjk] lkM+kl] Hkk.kih] ew.k dk [ksM+k] djfr;kl] pUnuiqjk

xzke iapk;r %& lknh] lksfu;k.kk] lkM+kl] tskatjksa dk [ksM+k

ek=k dqy ykxr

xfrfof/k bZdkbZ bZdkbZ ykxr

62

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 1350 54.00 54.00 0.00 0.00 360.00 14.40 370.00 14.80 420.00 16.80 200.00 8.00 1350.00 54.00

[ksr rykbZ la[;k 0.65 25 16.25 16.25 0.00 0.00 8.00 5.20 6.00 3.90 6.00 3.90 5.00 3.25 25.00 16.25

pkjkxkg fodkl gS0 0.69 10 6.90 6.90 0.00 0.00 0.00 0.00 10.00 6.90 0.00 0.00 0.00 0.00 10.00 6.90fjVsfuax okWy la[;k 4.96 6 29.76 29.76 0.00 0.00 4.00 19.84 1.00 4.96 0.00 0.00 1.00 4.96 6.00 29.76ijdksys'ku Vsad&1 la[;k 0.58 19 11.02 11.02 0.00 0.00 9.00 5.22 7.00 4.06 2.00 1.16 1.00 0.58 19.00 11.02ijdksys'ku Vsad&2 la[;k 0.83 21 17.43 17.43 0.00 0.00 1.00 0.83 6.00 4.98 9.00 7.47 5.00 4.15 21.00 17.43ijdksys'ku Vsad&3 la[;k 1.2 12 14.40 14.40 0.00 0.00 1.00 1.20 2.00 2.40 6.00 7.20 3.00 3.60 12.00 14.40ijdksys'ku Vsad&4 la[;k 0.91 1 0.91 0.91 0.00 0.00 0.00 0.00 1.00 0.91 0.00 0.00 0.00 0.00 1.00 0.91ijdksys'ku Vsad&5 la[;k 1.39 1 1.39 1.39 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.39 0.00 0.00 1.00 1.39ijdksys'ku Vsad&6 la[;k 1.43 6 8.58 8.58 0.00 0.00 0.00 0.00 3.00 4.29 0.00 0.00 3.00 4.29 6.00 8.58ijdksys'ku Vsad foFk la[;k 5.75 3 17.25 17.25 0.00 0.00 1.00 5.75 1.00 5.75 1.00 5.75 0.00 0.00 3.00 17.25ijdksys'ku Vsad foFk la[;k 5.75 2 11.50 11.50 0.00 0.00 0.00 0.00 1.00 5.75 1.00 5.75 0.00 0.00 2.00 11.50

Mk;ojtu psuy 100 eh0 0.15 43 6.45 6.45 0.00 0.00 12.00 1.80 16.00 2.40 10.00 1.50 5.00 0.75 43.00 6.45

LVªxj Vªsapst gS0 0.3 65 19.50 19.50 0.00 0.00 25.00 7.50 25.00 7.50 10.00 3.00 5.00 1.50 65.00 19.50

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ifj;kstuk jkf'k ls ykxr

;ksx

vd`f"k Hkwfe gsrq laj{k.k dk;Z

d`f"k Hkwfe gsrq laj{k.k dk;Z

ek=k dqy ykxr

xfrfof/k bZdkbZ bZdkbZ ykxr

63

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.22 25 5.50 5.50 0.00 0.00 6.00 1.32 14.00 3.08 0.00 0.00 5.00 1.10 25.00 5.50

Mx vkmV&2 la[;k 0.14 22 3.08 3.08 0.00 0.00 2.00 0.28 6.00 0.84 7.00 0.98 7.00 0.98 22.00 3.08

Mx vkmV&3 la[;k 0.055 22 1.21 1.21 0.00 0.00 7.00 0.39 5.00 0.28 8.00 0.44 2.00 0.11 22.00 1.21

ladu xyh fiV 1 la[;k 0.053

ladu xyh fiV 2 la[;k 0.07

ladu xyh fiV 3 la[;k 0.09

ywt LVksu pSd Mse la[;k 0.05 35 1.75 1.75 0.00 0.00 4.00 0.20 9.00 0.45 12.00 0.60 10.00 0.50 35.00 1.75

ywt LVksu pSd Mse la[;k 0.08 19 1.52 1.52 0.00 0.00 0.00 0.00 5.00 0.40 9.00 0.72 5.00 0.40 19.00 1.52

SCD - I la[;k 0.11 22 2.42 2.42 0.00 0.00 5.00 0.55 12.00 1.32 4.00 0.44 1.00 0.11 22.00 2.42

SCD - II la[;k 0.13 31 4.03 4.03 0.00 0.00 5.00 0.65 3.00 0.39 10.00 1.30 13.00 1.69 31.00 4.03

osLV oh;j&1 la[;k 3.14 1 3.14 3.14 0.00 0.00 0.00 0.00 1.00 3.14 0.00 0.00 0.00 0.00 1.00 3.14

osLV oh;j&2 la[;k 3.22 1 3.22 3.22 0.00 0.00 0.00 0.00 1.00 3.22 0.00 0.00 0.00 0.00 1.00 3.22

osLV oh;j&3 la[;k 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&4 la[;k 5.36 1 5.36 5.36 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5.36 0.00 0.00 1.00 5.36

osLV oh;j&5 la[;k 8 1 8.00 8.00 0.00 0.00 0.00 0.00 1.00 8.00 0.00 0.00 0.00 0.00 1.00 8.00

osLV oh;j de dktos&1 la[;k 4.09 1 4.09 4.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 4.09 1.00 4.09

osLV oh;j de dkto&2 la[;k 5.34 1 5.34 5.34 0.00 0.00 1.00 5.34 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5.34

;ksx [k 1746 264.00 264.00 0.00 0.00 451.00 70.47 506.00 89.72 517.00 63.76 272.00 40.06 1746.00 264.00

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ifj;kstuk jkf'k ls ykxr

;ksx

Mªsust ykbZu VªhVesUV

ek=k dqy ykxr

xfrfof/k bZdkbZ bZdkbZ ykxr

64

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 52 12.48 12.48 0.00 0.00 14.00 3.36 14.00 3.36 17.00 4.08 7.00 1.68 52.00 12.48

lfCt;ksa dh [ksrh ha 0.07 42 2.94 2.94 0.00 0.00 13.00 0.91 13.00 0.91 16.00 1.12 0.00 0.00 42.00 2.94

Qly izn'kZu ha 0.05 117 5.85 5.85 0.00 0.00 36.00 1.80 36.00 1.80 35.00 1.75 10.00 0.50 117.00 5.85

oehZ dEiksLV no 0.24 45 10.80 10.80 0.00 0.00 19.00 4.56 6.00 1.44 15.00 3.60 5.00 1.20 45.00 10.80

esUtj no 0.007 1914 13.40 13.40 0.00 0.00 650.00 4.55 644.00 4.51 400.00 2.80 220.00 1.54 1914.00 13.40

i'kq dSEi no 0.24 7 1.68 1.68 0.00 0.00 3.00 0.72 2.00 0.48 2.00 0.48 0.00 0.00 7.00 1.68

2177 47.15 47.15 0.00 0.00 735.00 15.90 715.00 12.50 485.00 13.83 242.00 4.92 2177.00 47.15

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ifj;kstuk jkf'k ls ykxr

mRiknu xfrfof/k;ka dk ;ksx x

;ksxek=k dqy ykxr

xfrfof/k bZdkbZ bZdkbZ ykxr

65

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka (8.10%)Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½

0.00 0.00 28.00 7.00 28.00 7.00 28.00 7.00 26.00 6.42 110.00 27.42

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½

0.00 0.00 1.00 0.25 7.00 1.75 6.00 1.50 0.00 0.00 14.00 3.50

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½

0.00 0.00 2.00 3.00 3.00 4.50 2.00 4.00 0.00 0.00 7.00 11.50

;ksx vkthfodk xfrfof/k;ka 0.00 0.00 31.00 10.25 38.00 13.25 36.00 12.50 26.00 6.42 131.00 42.42

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 0 15.71 15.71 20.95 52.38¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0 0 0 0 0 0 0 14.143 14.143

dqy ;ksx 0 36.771 1217 117.4 1259 150 1038 119.5 540 100.2 4054 523.80

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ifj;kstuk jkf'k ls ykxr

;ksxek=k dqy ykxr

xfrfof/k bZdkbZ bZdkbZ ykxr

66

xzke iapk;r %& lknh {ks=Qy%& 740 gS- ykxr %& :- 88.80 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0 7.99 7.99 1.20 1.60 2.00 1.60 1.60 7.99

izcks/ku 0.9% 0 0.80 0.80 0.08 0.16 0.24 0.16 0.16 0.80

ewY;kadu 0.9% 0 0.80 0.80 0.16 0.16 0.16 0.16 0.16 0.80

izos'k fcUnq xfrfof/k 3.6% 0 3.20 3.20 2.40 0.80 0.00 0.00 0.00 3.20

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0 4.00 4.00 1.60 0.80 0.80 0.40 0.40 4.00

foLrr ifj;kstuk izfrosnu 0.90% 0 0.80 0.80 0.80 0.00 0.00 0.00 0.00 0.80

;ksx d 0 17.58 17.58 6.23 0.00 3.52 0.00 3.20 0.00 2.32 0.00 2.32 0.00 17.58

rrh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxf}rh; o"kZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

xkao ds uke%&lknh] :iiqjk] eksVsfy;kl

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ

67

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 250 10.00 10.00 0.00 0.00 100 4.00 50 2.00 50 2.00 50 2.00 250 10.00

[ksr rykbZ la[;k 0.65 4 2.60 2.60 0.00 2 1.30 0 0.00 0 0.00 2 1.30 4 2.60

pkjkxkg fodkl gS0 0.69 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00fjVsfuax okWy la[;k 4.96 1 4.96 4.96 0.00 1 4.96 0.00 0.00 0.00 1 4.96ijdksys'ku Vsad&1 la[;k 0.58 2 1.16 1.16 0.00 1 0.58 0.00 0.00 1 0.58 2 1.16ijdksys'ku Vsad&2 la[;k 0.83 2 1.66 1.66 0.00 0.00 1 0.83 1 0.83 0.00 2 1.66ijdksys'ku Vsad&3 la[;k 1.2 2 2.40 2.40 0.00 1 1.20 1 1.20 0.00 0.00 2 2.40ijdksys'ku Vsad&4 la[;k 0.91 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00ijdksys'ku Vsad&5 la[;k 1.39 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00ijdksys'ku Vsad&6 la[;k 1.43 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00ijdksys'ku Vsad foFk osLV la[;k 5.75 2 11.50 11.50 0.00 0.00 1 5.75 1 5.75 0.00 2 11.50ijdksys'ku Vsad foFk osLV la[;k 5.75 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

Mk;ojtu psuy 100 eh0 0.15 6 0.90 0.90 0.00 2 0.30 4 0.60 0.00 0.00 6 0.90

LVªxj Vªsapst gS0 0.3 10 3.00 3.00 0.00 5 1.50 0.00 0.00 5 1.50 10 3.00

df"k Hkwfe gsrq laj{k.k dk;Z

vd`f"k Hkwfe gsrq laj{k.k dk;Z

rrh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxf}rh; o"kZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ xfrfof/k bZdkbZ

68

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.22 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

Mx vkmV&2 la[;k 0.14 6 0.84 0.84 0.00 2 0.28 2 0.28 2 0.28 0.00 6 0.84

Mx vkmV&3 la[;k 0.055 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 1 la[;k 0.053 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 2 la[;k 0.07 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 3 la[;k 0.09 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ywt LVksu pSd Mse la[;k 0.05 15 0.75 0.75 0.00 0.00 5 0.25 5 0.25 5 0.25 15 0.75

ywt LVksu pSd Mse la[;k 0.08 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

SCD - I la[;k 0.11 5 0.55 0.55 0.00 0.00 5 0.55 0.00 0.00 5 0.55

SCD - II la[;k 0.13 10 1.30 1.30 0.00 0.00 0.00 5 0.65 5 0.65 10 1.30

osLV oh;j&1 la[;k 3.14 1 3.14 3.14 0.00 0.00 1 3.14 0.00 0.00 1 3.14

osLV oh;j&2 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

osLV oh;j&3 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

osLV oh;j&4 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

osLV oh;j&5 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

osLV oh;j de dktos&1 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

osLV oh;j de dkto&2 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

;ksx [k 316 44.76 44.76 0.00 0.00 114.00 14.12 70.00 14.60 64.00 9.76 68.00 6.28 316.00 44.76

Mªsust ykbZu VªhVesUV

rrh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxf}rh; o"kZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ xfrfof/k bZdkbZ

69

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 9 2.16 2.16 0.00 0.00 3.00 0.72 4.00 0.96 2.00 0.48 0.00 0.00 9.00 2.16

lfCt;ksa dh [ksrh ha 0.07 9 0.63 0.63 0.00 0.00 3.00 0.21 4.00 0.28 2.00 0.14 0.00 0.00 9.00 0.63

Qly izn'kZu ha 0.05 30 1.50 1.50 0.00 0.00 10.00 0.50 10.00 0.50 10.00 0.50 0.00 0.00 30.00 1.50

oehZ dEiksLV no 0.24 6 1.44 1.44 0.00 0.00 3.00 0.72 0.00 0.00 3.00 0.72 0.00 0.00 6.00 1.44

esUtj no 0.007 289 2.02 2.02 0.00 0.00 150.00 1.05 139.00 0.97 0.00 0.00 0.00 0.00 289.00 2.02

i'kq dSEi no 0.24 1 0.24 0.24 0.00 0.00 1.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.24

344 7.99 7.99 0.00 0.00 170.00 3.44 157 2.71 17.00 1.84 0.00 0.00 344 7.99mRiknu xfrfof/k;ka dk ;ksx x

rrh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxf}rh; o"kZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ xfrfof/k bZdkbZ

70

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 19 4.69 4.69 0.00 0.00 6.00 1.50 6.00 1.50 6.00 1.50 1.00 0.19 19.00 4.69

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 2 0.50 0.50 0.00 0.00 1.00 0.25 1.00 0.25 0.00 0.00 0.00 0.00 2.00 0.50

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 2 2.00 2.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00

;ksx vkthfodk xfrfof/k;ka 23 7.19 7.19 0.00 0.00 8.00 2.75 8.00 2.75 6.00 1.50 1.00 0.19 23.00 7.19

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 8.88 8.88 0.00 0.00 2.66 2.66 3.55 8.88

¼p½- lesadu 2-70 izfr'kr ;ksx ¼p½ 0 2.40 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.40 2.40

dqy ;ksx 683 88.80 88.80 0.00 6.23 292.00 23.83 235.00 25.92 87.00 18.08 69.00 14.74 683.00 88.80

rrh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxf}rh; o"kZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ xfrfof/k bZdkbZ

71

xzke iapk;r %& tskatjksa dk [ksM+k {ks=Qy%& 208 gS- ykxr %& :- 24.96 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0 2.25 2.25 0.34 0.45 0.56 0.45 0.45 2.25

izcks/ku 0.9% 0 0.22 0.22 0.02 0.04 0.07 0.04 0.04 0.22

ewY;kadu 0.9% 0 0.22 0.22 0.04 0.04 0.04 0.04 0.04 0.22

izos'k fcUnq xfrfof/k 3.6% 0 0.90 0.90 0.67 0.22 0.00 0.00 0.00 0.90

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0 1.12 1.12 0.45 0.22 0.22 0.11 0.11 1.12

foLrr ifj;kstuk izfrosnu 0.90% 0 0.22 0.22 0.22 0.00 0.00 0.00 0.00 0.22

;ksx d 0 4.94 4.94 1.75 0.00 0.99 0.00 0.90 0.00 0.65 0.00 0.65 0.00 4.94

ifj;kstuk jkf'k ls ykxr

izFke o"kZ prqFkZ o"kZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

iape o"kZ ;ksx

xkao ds uke%&jkBksaM+ks dk [ksM+k]'kEHkqiqjk

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k f}rh; o"kZ r`rh; o"kZ bZdkbZ

72

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 50 2.00 2.00 0.00 10.00 0.40 20.00 0.80 20.00 0.80 0.00 50.00 2.00

[ksr rykbZ la[;k 0.65 2 1.30 1.30 0.00 0.00 0.00 2.00 1.30 0.00 2.00 1.30

pkjkxkg fodkl gS0 0.69 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00fjVsfuax okWy la[;k 4.96 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&1 la[;k 0.58 3 1.74 1.74 0.00 3.00 1.74 0.00 0.00 0.00 3.00 1.74ijdksys'ku Vsad&2 la[;k 0.83 1 0.83 0.83 0.00 1.00 0.83 0.00 0.00 0.00 1.00 0.83ijdksys'ku Vsad&3 la[;k 1.2 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&4 la[;k 0.91 1 0.91 0.91 0.00 0.00 1.00 0.91 0.00 0.00 1.00 0.91ijdksys'ku Vsad&5 la[;k 1.39 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&6 la[;k 1.43 1 1.43 1.43 0.00 0.00 1.00 1.43 0.00 0.00 1.00 1.43ijdksys'ku Vsad foFk osLV fo;j&1 la[;k 5.75 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad foFk osLV fo;j&2 la[;k 5.75 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Mk;ojtu psuy 100 eh0 0.15 6 0.90 0.90 0.00 2.00 0.30 2.00 0.30 2.00 0.30 0.00 6.00 0.90

LVªxj Vªsapst gS0 0.3 5 1.50 1.50 0.00 0.00 5.00 1.50 0.00 0.00 5.00 1.50

ifj;kstuk jkf'k ls ykxr

izFke o"kZ prqFkZ o"kZ

d`f"k Hkwfe gsrq laj{k.k dk;Z

vdf"k Hkwfe gsrq laj{k.k dk;Z

bZdkbZ ykxr

ek=k dqy ykxr iape o"kZ ;ksxxfrfof/k f}rh; o"kZ r`rh; o"kZ bZdkbZ

73

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.22 2 0.44 0.44 0.00 0.00 0.00 0.00 2.00 0.44 0.00 0.00 2.00 0.44

Mx vkmV&2 la[;k 0.14 2 0.28 0.28 0.00 0.00 0.00 0.00 0.00 2.00 0.28 2.00 0.28

Mx vkmV&3 la[;k 0.055 4 0.22 0.22 0.00 2.00 0.11 0.00 2.00 0.11 0.00 4.00 0.22

ladu xyh fiV 1 la[;k 0.053 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 2 la[;k 0.07 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 3 la[;k 0.09 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ywt LVksu pSd Mse la[;k 0.05 6 0.30 0.30 0.00 0.00 0.00 3.00 0.15 3.00 0.15 6.00 0.30

ywt LVksu pSd Mse la[;k 0.08 5 0.40 0.40 0.00 0.00 0.00 2.00 0.16 3.00 0.24 5.00 0.40

SCD - I la[;k 0.11 3 0.33 0.33 0.00 2.00 0.22 0.00 0.00 0.00 0.00 1.00 0.11 3.00 0.33

SCD - II la[;k 0.13 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&1 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&2 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&3 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&4 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&5 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j de dktos&1 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j de dkto&2 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

;ksx [k 91 12.58 12.58 0.00 0.00 20.00 3.60 31.00 5.38 31.00 2.82 9.00 0.78 91.00 12.58

ifj;kstuk jkf'k ls ykxr

izFke o"kZ prqFkZ o"kZ bZdkbZ ykxr

ek=k dqy ykxr

Mªsust ykbZu VªhVesUV

iape o"kZ ;ksxxfrfof/k f}rh; o"kZ r`rh; o"kZ bZdkbZ

74

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 1 0.24 0.24 0 0.00 1.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.24

lfCt;ksa dh [ksrh ha 0.07 1 0.07 0.07 0 0.00 1.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.07

Qly izn'kZu ha 0.05 2 0.10 0.10 0 0.00 1.00 0.05 1.00 0.05 0.00 0.00 0.00 0.00 2.00 0.10

oehZ dEiksLV no 0.24 2 0.48 0.48 0 0.00 1.00 0.24 1.00 0.24 0.00 0.00 0.00 0.00 2.00 0.48

esUtj no 0.007 194 1.36 1.36 0 0.00 100.00 0.70 94.00 0.66 0.00 0.00 0.00 0.00 194.00 1.36

i'kq dSEi no 0.24 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

200 2.25 2.25 0 0.00 104.00 1.30 96.00 0.95 0.00 0.00 0.00 0.00 200.00 2.25mRiknu xfrfof/k;ka dk ;ksx x

ifj;kstuk jkf'k ls ykxr

izFke o"kZ prqFkZ o"kZ bZdkbZ ykxr

ek=k dqy ykxr iape o"kZ ;ksxxfrfof/k f}rh; o"kZ rrh; o"kZ bZdkbZ

75

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 8 2.02 2.02 0 0.00 2.00 0.50 2.00 0.50 2.00 0.50 2.00 0.52 8.00 2.02

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

;ksx vkthfodk xfrfof/k;ka 8 2.02 2.02 0 0.00 2.00 0.50 2.00 0.50 2.00 0.50 2.00 0.52 8.00 2.02

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 2.50 2.50 0.00 0.00 0.75 0.75 1.00 2.50

¼p½- lesadu 2-70 izfr'kr ;ksx ¼p½ 0 0.67 0.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.67

dqy ;ksx 299 24.96 24.96 0.00 1.75 126.00 6.39 129.00 8.48 33.00 4.72 11.00 3.62 299.00 24.96

ifj;kstuk jkf'k ls ykxr

izFke o"kZ prqFkZ o"kZ bZdkbZ ykxr

ek=k dqy ykxr iape o"kZ ;ksxxfrfof/k f}rh; o"kZ rrh; o"kZ bZdkbZ

76

xzke iapk;r %& lkM+kl {ks=Qy%& 1279 gS- ykxr %& :- 153.48 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0 13.813 13.813 2.072 2.763 3.453 2.763 2.763 13.813

izcks/ku 0.9% 0 1.381 1.381 0.1381 0.276 0.414 0.276 0.276 1.3813

ewY;kadu 0.9% 0 1.381 1.381 0.2763 0.276 0.276 0.276 0.276 1.3813

izos'k fcUnq xfrfof/k 3.6% 0 5.525 5.525 4.144 1.381 0 0 0 5.5253izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0 6.907 6.907 2.7626 1.381 1.381 0.691 0.691 6.9066

foLrr ifj;kstuk izfrosnu 0.90% 0 1.381 1.381 1.3813 0 0 0 0 1.3813

;ksx d 0 30.389 30.389 10.7743 0 6.0778 0 5.5253 0 4.0058 0 4.0058 0 30.389

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %&xaxjkj ftyk%&fpRrkSM+x<

xkao ds uke%&lkM+kl] Hkk.kih] ew.k dk [ksM+k] djfr;kl]pUnuiqjk

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

77

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 450.0 18.0 18.0 0.00 0 100.00 4 100 4 150 6 100.0 4 450.0 18.00

[ksr rykbZ la[;k 0.65 6.0 3.9 3.9 0 3.00 2 2.00 1 1.00 1 0 6.00 3.90

pkjkxkg fodkl gS0 0.69 10 6.90 6.90 0.00 0.00 10.00 6.90 0.00 0.00 10.00 6.90fjVsfuax okWy la[;k 4.96 3 14.88 14.88 0.00 2.00 9.92 1.00 4.96 0.00 0.00 3.00 14.88ijdksys'ku Vsad&1 la[;k 0.58 2 1.16 1.16 0.00 0.00 2.00 1.16 0.00 0.00 2.00 1.16ijdksys'ku Vsad&2 la[;k 0.83 3 2.49 2.49 0.00 0.00 0.00 3.00 2.49 0.00 3.00 2.49ijdksys'ku Vsad&3 la[;k 1.2 3 3.60 3.60 0.00 0.00 1.00 1.20 2.00 2.40 0.00 3.00 3.60ijdksys'ku Vsad&4 la[;k 0.91 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&5 la[;k 1.39 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&6 la[;k 1.43 1 1.43 1.43 0.00 0.00 0.00 0.00 1.00 1.43 1.00 1.43ijdksys'ku Vsad foFk osLV la[;k 5.75 1 5.75 5.75 0.00 1.00 5.75 0.00 0.00 0.00 1.00 5.75ijdksys'ku Vsad foFk osLV la[;k 5.75 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Mk;ojtu psuy 100 eh0 0.15 11 1.65 1.65 0.00 3.00 0.45 5.00 0.75 3.00 0.45 0.00 11.00 1.65

LVªxj Vªsapst gS0 0.3 20 6.00 6.00 0.00 10.00 3.00 10.00 3.00 0.00 0.00 20.00 6.00

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

d`f"k Hkwfe gsrq laj{k.k dk;Z

vd`f"k Hkwfe gsrq laj{k.k dk;Z

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

78

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.22 6 1.32 1.32 0.00 4.00 0.88 2.00 0.44 0.00 0.00 6.00 1.32

Mx vkmV&2 la[;k 0.14 4 0.56 0.56 0.00 0.00 4.00 0.56 0.00 0.00 4.00 0.56

Mx vkmV&3 la[;k 0.055 8 0.44 0.44 0.00 0.00 0.00 6.00 0.33 2.00 0.11 8.00 0.44

ladu xyh fiV 1 la[;k 0.053 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 2 la[;k 0.07 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 3 la[;k 0.09 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ywt LVksu pSd Mse la[;k 0.05 4 0.20 0.20 0.00 2.00 0.10 2.00 0.10 0.00 0.00 4.00 0.20

ywt LVksu pSd Mse la[;k 0.08 4 0.32 0.32 0.00 0.00 0.00 2.00 0.16 2.00 0.16 4.00 0.32

SCD - I la[;k 0.11 6 0.66 0.66 0.00 3.00 0.33 3.00 0.33 0.00 0.00 6.00 0.66

SCD - II la[;k 0.13 6 0.78 0.78 0.00 0.00 3.00 0.39 0.00 3.00 0.39 6.00 0.78

osLV oh;j&1 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&2 la[;k 3.22 1 3.22 3.22 0.00 0.00 1.00 3.22 0.00 0.00 1.00 3.22

osLV oh;j&3 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&4 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&5 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j de dktos&1 la[;k 4.09 1 4.09 4.09 0.00 0.00 0.00 0.00 1.00 4.09 1.00 4.09

osLV oh;j de dkto&2 la[;k 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

;ksx [k 550 77.35 77.35 0.00 0.00 128.00 26.38 146.0 28.31 167.00 12.48 109.0 10.18 550.0 77.35

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

Mªsust ykbZu VªhVesUV

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

79

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 15 3.60 3.60 0.00 0.00 5.00 1.20 5.00 1.20 5.00 1.20 0.00 0.00 15.00 3.60

lfCt;ksa dh [ksrh ha 0.07 12 0.84 0.84 0.00 0.00 4.00 0.28 4.00 0.28 4.00 0.28 0.00 0.00 12.00 0.84

Qly izn'kZu ha 0.05 30 1.50 1.50 0.00 0.00 10.00 0.50 10.00 0.50 10.00 0.50 0.00 0.00 30.00 1.50

oehZ dEiksLV no 0.24 12 2.88 2.88 0.00 0.00 5.00 1.20 0.00 0.00 7.00 1.68 0.00 0.00 12.00 2.88

esUtj no 0.007 611 4.28 4.28 0.00 0.00 200.00 1.40 211.00 1.48 200.00 1.40 0.00 0.00 611.0 4.28

i'kq dSEi no 0.24 3 0.72 0.72 0.00 0.00 1.00 0.24 1.00 0.24 1.00 0.24 0.00 0.00 3.00 0.72

683 13.82 13.82 0.00 0.00 225.00 4.82 231.00 3.70 227.00 5.30 0.00 0.00 683.00 13.82mRiknu xfrfof/k;ka dk ;ksx x

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

80

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 32 7.93 7.93 8 2 8 2 8 2 8 1.93 32 7.93

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 4 1.00 1.00 0 2 0.5 2 0.5 0 4 1

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 2 3.50 3.50 0 1 1.5 1 2 0 2 3.5

;ksx vkthfodk xfrfof/k;ka 38 12.43 12.43 8 2 11 4 11 4.5 8 1.93 38 12.43

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 15.35 15.35 0 0 4.604 4.604 6.139 15.348¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0 4.14 4.14 0 0 0 0 0 0 0 4.144 4.144

dqy ;ksx 1271 153.48 153.48 0.00 10.77 361 39.28 388 46.14 405 30.89 117 26.40 1271 153.48

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

81

xzke iapk;r %& lksfu;k.kk {ks=Qy%& 2138 gS- ykxr %& :- 256.56 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0.00 23.09 23.09 3.4636 4.618 5.773 4.618 4.618 23.09

izcks/ku 0.9% 0.00 2.31 2.31 0.2309 0.462 0.693 0.462 0.462 2.309

ewY;kadu 0.9% 0.00 2.31 2.31 0.4618 0.462 0.462 0.462 0.462 2.309

izos'k fcUnq xfrfof/k 3.6% 0.00 9.24 9.24 6.9271 2.309 0 0 0 9.2362izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0.00 11.55 11.55 4.6181 2.309 2.309 1.155 1.155 11.545

foLrr ifj;kstuk izfrosnu 0.90% 0.00 2.31 2.31 2.309 0 0 0 0 2.309

;ksx d 0.00 50.80 50.80 18.0105 0 10.16 0 9.2362 0 6.6962 0 6.6962 0 50.7989

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

xkao ds uke%&lksfu;k.kk] =S"Bk] xastjk]

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

82

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.04 600.00 24.00 24.00 0 150 6 200 8 200 8 50 2 600.0 24.00

[ksr rykbZ la[;k 0.65 13.00 8.45 8.45 0 3.00 2 4.00 3 3.00 2 3.00 2 13.00 8.45

pkjkxkg fodkl gS0 0.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00fjVsfuax okWy la[;k 4.96 2.00 9.92 9.92 0.00 1.00 4.96 0.00 0.00 0.00 1.00 4.96 2.00 9.92ijdksys'ku Vsad&1 la[;k 0.58 12.00 6.96 6.96 0.00 5.00 2.90 5.00 2.90 2.00 1.16 0.00 12.00 6.96ijdksys'ku Vsad&2 la[;k 0.83 15.00 12.45 12.45 0.00 0.00 5.00 4.15 5.00 4.15 5.00 4.15 15.00 12.45ijdksys'ku Vsad&3 la[;k 1.2 7.00 8.40 8.40 0.00 0.00 0.00 4.00 4.80 3.00 3.60 7.00 8.40ijdksys'ku Vsad&4 la[;k 0.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad&5 la[;k 1.39 1.00 1.39 1.39 0.00 0.00 0.00 1.00 1.39 0.00 1.00 1.39ijdksys'ku Vsad&6 la[;k 1.43 4.00 5.72 5.72 0.00 0.00 2.00 2.86 0.00 2.00 2.86 4.00 5.72ijdksys'ku Vsad foFk osLV la[;k 5.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00ijdksys'ku Vsad foFk osLV la[;k 5.75 2.00 11.50 11.50 0.00 0.00 1.00 5.75 1.00 5.75 0.00 2.00 11.50

Mk;ojtu psuy 100 eh0 0.15 20.00 3.00 3.00 0.00 5.00 0.75 5.00 0.75 5.00 0.75 5.00 0.75 20.00 3.00

LVªxj Vªsapst gS0 0.3 30.00 9.00 9.00 0.00 10.00 3.00 10.00 3.00 10.00 3.00 0.00 30.00 9.00

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

df"k Hkwfe gsrq laj{k.k dk;Z

vd`f"k Hkwfe gsrq laj{k.k dk;Z

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

83

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.22 17.00 3.74 3.74 0.00 2.00 0.44 10.00 2.20 0.00 5.00 1.10 17.00 3.74

Mx vkmV&2 la[;k 0.14 10.00 1.40 1.40 0.00 0.00 0.00 5.00 0.70 5.00 0.70 10.00 1.40

Mx vkmV&3 la[;k 0.055 10.00 0.55 0.55 0.00 5.00 0.28 5.00 0.28 0.00 0.00 10.00 0.55

ladu xyh fiV 1 la[;k 0.053 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 2 la[;k 0.07 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ladu xyh fiV 3 la[;k 0.09 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00

ywt LVksu pSd Mse la[;k 0.05 10.00 0.50 0.50 0.00 2.00 0.10 2.00 0.10 4.00 0.20 2.00 0.10 10.00 0.50

ywt LVksu pSd Mse la[;k 0.08 10.00 0.80 0.80 0.00 0.00 5.00 0.40 5.00 0.40 0.00 10.00 0.80

SCD - I la[;k 0.11 8.00 0.88 0.88 0.00 0.00 4.00 0.44 4.00 0.44 0.00 8.00 0.88

SCD - II la[;k 0.13 15.00 1.95 1.95 0.00 5.00 0.65 0.00 5.00 0.65 5.00 0.65 15.00 1.95

osLV oh;j&1 la[;k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&2 la[;k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&3 la[;k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j&4 la[;k 5.36 1.00 5.36 5.36 0.00 0.00 0.00 1.00 5.36 0.00 1.00 5.36

osLV oh;j&5 la[;k 8 1.00 8.00 8.00 0.00 0.00 1.00 8.00 0.00 0.00 1.00 8.00

osLV oh;j de dktos&1 la[;k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

osLV oh;j de dkto&2 la[;k 5.34 1.00 5.34 5.34 0.00 1.00 5.34 0.00 0.00 0.00 1.00 5.34

;ksx [k 789.00 129.31 129.31 0.00 0.00 189 26.37 259 41.43 255 38.70 86 22.82 789 129.31

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

Mªsust ykbZu VªhVesUV

xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

84

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.24 27.00 6.48 6.48 0 0 5 1.2 5 1.2 10 2.4 7 1.68 27 6.48

lfCt;ksa dh [ksrh ha 0.07 20.00 1.40 1.40 0 0 5 0.35 5 0.35 10 0.7 0 0 20 1.4

Qly izn'kZu ha 0.05 55.00 2.75 2.75 0 0 15 0.75 15 0.75 15 0.75 10 0.5 55 2.75

oehZ dEiksLV no 0.24 25.00 6.00 6.00 0 0 10 2.4 5 1.2 5 1.2 5 1.2 25 6

esUtj no 0.007 820.00 5.74 5.74 0 0 200 1.4 200 1.4 200 1.4 220 1.54 820 5.74

i'kq dSEi no 0.24 3.00 0.72 0.72 0 0 1 0.24 1 0.24 1 0.24 0 0 3 0.72

950.00 23.09 23.09 0 0 236 6.34 231 5.14 241 6.69 242 4.92 950 23.09mRiknu xfrfof/k;ka dk ;ksx x

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

85

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 51.00 12.78 12.78 12 3 12 3 12 3 15 3.78 51 12.78

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 8.00 2.00 2.00 0 0 4 1 4 1 0 8 2

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 3.00 6.00 6.00 1 2 1 2 1 2 0 3 6

;ksx vkthfodk xfrfof/k;ka 62.00 20.78 20.78 13 5 17 6 17 6 15 3.78 62 20.78

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0.00 25.66 25.66 0 0 7.697 7.697 10.26 25.656¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0.00 6.93 6.93 0 0 0 0 0 0 0 6.9271 6.9271

dqy ;ksx 1801 256.56 256.56 0.00 18.01 438 47.86 507 69.50 513 65.78 343 55.41 1801 256.56

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

86

{ks=Qy%& 4365 gS-%& :- yk[k

dUotsZUl ls ykxr %& :- 32.24 yk[k(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kkluizcks/kuewY;kadu

izos'k fcUnq xfrfof/k

izf'k{k.k ,oa n{krk fuekZ.k

foLrr ifj;kstuk izfrosnu

;ksx d

xkao ds uke%&lknh] :iiqjk] eksVsfy;kl]lksfu;k.kk] =S"Bk] xsatjk]jkBksaM+ksa dk [ksM+k] 'kEHkqiqjk] lkM+kl] Hkk.kih] ew.k dk [ksM+k] djfr;kl] pUnuiqjk

ifj;kstuk ls ykxr

v/;kk;%& 5 c

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

xzke iapk;r %& lknh] lksfu;k.kk] lkM+kl] tskatjksa dk [ksM+k

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy

ykxrifj;kstuk jkf'k ls ykxr

87

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0

[ksr rykbZ la[;k

pkjkxkg fodkl gS0fjVsfuax okWy la[;kijdksys'ku Vsad&1 la[;kijdksys'ku Vsad&2 la[;kijdksys'ku Vsad&3 la[;kijdksys'ku Vsad&4 la[;kijdksys'ku Vsad&5 la[;kijdksys'ku Vsad&6 la[;kijdksys'ku Vsad foFk la[;kijdksys'ku Vsad foFk la[;kMk;ojtu psuy 100 eh0

LVªxj Vªsapst gS0

d`f"k Hkwfe gsrq laj{k.k dk;Z

vd`f"k Hkwfe gsrq laj{k.k dk;Z

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk jkf'k ls ykxr

88

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;kMx vkmV&2 la[;kMx vkmV&3 la[;kladu xyh fiV 1 la[;k 0.053 195 10.34 10.34 0.00 0.00 62.00 3.29 49.00 2.60 60.00 3.18 24.00 1.27 195 10.34

ladu xyh fiV 2 la[;k 0.07 156 10.92 10.92 0.00 0.00 43.00 3.01 35.00 2.45 38.00 2.66 40.00 2.80 156 10.92

ladu xyh fiV 3 la[;k 0.09 122 10.98 10.98 0.00 0.00 39.00 3.51 23.00 2.07 20.00 1.80 40.00 3.60 122 10.98

ywt LVksu pSd Mse la[;kywt LVksu pSd Mse la[;k

SCD - I la[;kSCD - II la[;k

osLV oh;j&1 la[;kosLV oh;j&2 la[;kosLV oh;j&3 la[;kosLV oh;j&4 la[;kosLV oh;j&5 la[;k

osLV oh;j de dktos&1 la[;k

osLV oh;j de dkto&2 la[;k

;ksx [k 473 32.24 32.24 0.00 0.00 144.00 9.81 107.00 7.12 118.00 7.64 104.00 7.67 473.00 32.24

Mªsust ykbZu VªhVesUV

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk jkf'k ls ykxr

89

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha

lfCt;ksa dh [ksrh ha

Qly izn'kZu ha

oehZ dEiksLV no

esUtj no

i'kq dSEi no

mRiknu xfrfof/k;ka dk ;ksx x

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk jkf'k ls ykxr

90

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

(?k ) vkthfodk xfrfof/k;ka (8.10%)Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½

;ksx vkthfodk xfrfof/k;ka¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 0 0 0 0 0¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0 0 0 0 0 0 0 0 0

dqy ;ksx 0 0 144 9.806 107 7.117 118 7.64 104 7.672 473 32.24

izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksxxfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr

ifj;kstuk jkf'k ls ykxr

91

xzke iapk;r %& lknh {ks=Qy%& 740 gS- %& :- 0.00 yk[k

dUotsZUl ls ykxr %& :- 8.42 yk[k(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kklu 9% 0.00

izcks/ku 0.9% 0.00

ewY;kadu 0.9% 0.00

izos'k fcUnq xfrfof/k 3.6% 0.00

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 0.00

foLrr ifj;kstuk izfrosnu 0.90% 0.00

;ksx d 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

v/;kk;%& 5 c

ifj;kstuk ls ykxr

;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

f}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ

xkao ds uke%&lknh] :iiqjk] eksVsfy;kl

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

92

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

[ksr rykbZ la[;k 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

pkjkxkg fodkl gS0 0 0 0.00fjVsfuax okWy la[;k 0 0 0.00ijdksys'ku Vsad&1 la[;k 0 0 0.00ijdksys'ku Vsad&2 la[;k 0 0 0.00ijdksys'ku Vsad&3 la[;k 0 0 0.00ijdksys'ku Vsad&4 la[;k 0 0 0.00ijdksys'ku Vsad&5 la[;k 0 0 0.00ijdksys'ku Vsad&6 la[;k 0 0 0.00ijdksys'ku Vsad foFk osLV la[;k 0 0 0.00ijdksys'ku Vsad foFk osLV la[;k 0 0 0.00

Mk;ojtu psuy 100 eh0 0 0 0.00

LVªxj Vªsapst gS0 0 0 0.00

vd`f"k Hkwfe gsrq laj{k.k dk;Z

;ksx

df"k Hkwfe gsrq laj{k.k dk;Z

f}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

93

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0 0 0.00

Mx vkmV&2 la[;k 0 0 0.00

Mx vkmV&3 la[;k 0 0 0.00

ladu xyh fiV 1 la[;k 0.053 55 2.92 2.92 0.00 0.00 20 1.06 10 0.53 20 1.06 5 0.27 55 2.92

ladu xyh fiV 2 la[;k 0.07 40 2.80 2.80 0.00 0.00 10 0.70 10 0.70 10 0.70 10 0.70 40 2.80

ladu xyh fiV 3 la[;k 0.09 30 2.70 2.70 0.00 0.00 10 0.90 5 0.45 5 0.45 10 0.90 30 2.70

ywt LVksu pSd Mse la[;k 0 0.00 0.00 0.00 0.00 0.00 0 0.00

ywt LVksu pSd Mse la[;k 0 0 0.00

SCD - I la[;k 0 0 0.00

SCD - II la[;k 0 0 0.00

osLV oh;j&1 la[;k 0 0 0.00

osLV oh;j&2 la[;k 0 0 0.00

osLV oh;j&3 la[;k 0 0 0.00

osLV oh;j&4 la[;k 0 0 0.00

osLV oh;j&5 la[;k 0 0 0.00

osLV oh;j de dktos&1 la[;k 0 0 0.00

osLV oh;j de dkto&2 la[;k 0 0 0.00

;ksx [k 0.00 0.00 40.00 2.66 25.00 1.68 35.00 2.21 25.00 1.87 125.00 8.42

Mªsust ykbZu VªhVesUV

;ksxf}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

94

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0 0.00 0.00

lfCt;ksa dh [ksrh ha 0 0.00 0.00

Qly izn'kZu ha 0 0.00 0.00

oehZ dEiksLV no 0 0.00 0.00

esUtj no 0 0.00 0.00

i'kq dSEi no 0 0.00 0.00

0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0 0.00

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 0.00 0.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 0.00 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 0.00 0.00

;ksx vkthfodk xfrfof/k;ka 0.00 0.00

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0.00

¼p½- lesadu 2-70 izfr'kr ;ksx ¼p½ 0.00

dqy ;ksx 0.00 0.00 40.00 2.66 25.00 1.68 35.00 2.21 25.00 1.87 125.00 8.42

mRiknu xfrfof/k;ka dk ;ksx x

;ksxf}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

95

xzke iapk;r %& tkatjksa dk [ksM+k {ks=Qy%& 208 gS- %& :- 0.00 yk[k

dUotsZUl ls ykxr %& :- 7.58 yk[k(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kkluizcks/kuewY;kadu

izos'k fcUnq xfrfof/kizf'k{k.k ,oa n{krk fuekZ.kfoLrr ifj;kstuk izfrosnu

;ksx d 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ifj;kstuk ls ykxr

v/;kk;%& 5 c

;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ

xkao ds uke%&jkBksaM+ks dk [ksM+k]'kEHkqiqjk

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

96

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.00 0.00

[ksr rykbZ la[;k 0.00 0.00

pkjkxkg fodkl gS0 0.00 0.00fjVsfuax okWy la[;k 0.00 0.00ijdksys'ku Vsad&1 la[;k 0.00 0.00ijdksys'ku Vsad&2 la[;k 0.00 0.00ijdksys'ku Vsad&3 la[;k 0.00 0.00ijdksys'ku Vsad&4 la[;k 0.00 0.00ijdksys'ku Vsad&5 la[;k 0.00 0.00ijdksys'ku Vsad&6 la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV fo;j&1 la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV fo;j&2 la[;k 0.00 0.00

Mk;ojtu psuy 100 eh0 0.00 0.00

LVªxj Vªsapst gS0 0.00 0.00

vdf"k Hkwfe gsrq laj{k.k dk;Z

;ksx

d`f"k Hkwfe gsrq laj{k.k dk;Z

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

97

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.00 0.00

Mx vkmV&2 la[;k 0.00 0.00

Mx vkmV&3 la[;k 0.00 0.00

ladu xyh fiV 1 la[;k 0.053 41 2.17 2.17 0.00 0.00 15 0.80 11 0.58 10 0.53 5 0.27 41 2.17

ladu xyh fiV 2 la[;k 0.07 40 2.80 2.80 0.00 0.00 8 0.56 12 0.84 10 0.70 10 0.70 40 2.80

ladu xyh fiV 3 la[;k 0.09 29 2.61 2.61 0.00 0.00 9 0.81 5 0.45 5 0.45 10 0.90 29 2.61

ywt LVksu pSd Mse la[;k 0.00 0.00

ywt LVksu pSd Mse la[;k 0.00 0.00

SCD - I la[;k 0.00 0.00

SCD - II la[;k 0.00 0.00

osLV oh;j&1 la[;k 0.00 0.00

osLV oh;j&2 la[;k 0.00 0.00

osLV oh;j&3 la[;k 0.00 0.00

osLV oh;j&4 la[;k 0.00 0.00

osLV oh;j&5 la[;k 0.00 0.00

osLV oh;j de dktos&1 la[;k 0.00 0.00

osLV oh;j de dkto&2 la[;k 0.00 0.00

;ksx [k 0.00 0.00 32.00 2.17 28.00 1.87 25.00 1.68 25.00 1.87 110.00 7.58

Mªsust ykbZu VªhVesUV

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

98

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0.00 0.00

lfCt;ksa dh [ksrh ha 0.00 0.00

Qly izn'kZu ha 0.00 0.00

oehZ dEiksLV no 0.00 0.00

esUtj no 0.00 0.00

i'kq dSEi no 0.00 0.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 0.00 0.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 0.00 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 0.00 0.00

;ksx vkthfodk xfrfof/k;ka 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

¼M+½ Q~ysDlh QaM¼10%½

;ksx QysDlh QaM 0.00 0.00 0.00 0.00 0.00 0.00¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

dqy ;ksx 0.00 0.00 32.00 2.17 28.00 1.87 25.00 1.68 25.00 1.87 110.00 7.58

mRiknu xfrfof/k;ka dk ;ksx x

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

99

xzke iapk;r %& lkM+kl {ks=Qy%& 1279 gS- %& :- yk[k

dUotsZUl ls ykxr %& :- 6.97 yk[k(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kkluizcks/kuewY;kadu

izos'k fcUnq xfrfof/kizf'k{k.k ,oa n{krk fuekZ.k

foLrr ifj;kstuk izfrosnu

;ksx d

ifj;kstuk ls ykxr

v/;kk;%& 5 c

;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %&xaxjkj ftyk%&fpRrkSM+x<

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ

xkao ds uke%&lkM+kl] Hkk.kih] ew.k dk [ksM+k] djfr;kl]pUnuiqjk

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

100

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0 0.0 0.00

[ksr rykbZ la[;k 0.00 0.00

pkjkxkg fodkl gS0 0.00 0.00fjVsfuax okWy la[;k 0.00 0.00ijdksys'ku Vsad&1 la[;k 0.00 0.00ijdksys'ku Vsad&2 la[;k 0.00 0.00ijdksys'ku Vsad&3 la[;k 0.00 0.00ijdksys'ku Vsad&4 la[;k 0.00 0.00ijdksys'ku Vsad&5 la[;k 0.00 0.00ijdksys'ku Vsad&6 la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV la[;k 0.00 0.00

Mk;ojtu psuy 100 eh0 0.00 0.00

LVªxj Vªsapst gS0 0.00 0.00

vd`f"k Hkwfe gsrq laj{k.k dk;Z

;ksx

df"k Hkwfe gsrq laj{k.k dk;Z

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

101

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.00 0.00

Mx vkmV&2 la[;k 0.00 0.00

Mx vkmV&3 la[;k 0.00 0.00

ladu xyh fiV 1 la[;k 0.053 37 1.96 1.96 0.00 0.00 15 0.80 8 0.42 10 0.53 4 0.21 37 1.96

ladu xyh fiV 2 la[;k 0.07 33 2.31 2.31 0.00 0.00 10 0.70 5 0.35 8 0.56 10 0.70 33 2.31

ladu xyh fiV 3 la[;k 0.09 30 2.70 2.70 0.00 0.00 10 0.90 5 0.45 5 0.45 10 0.90 30 2.70

ywt LVksu pSd Mse la[;k 0.00 0.00

ywt LVksu pSd Mse la[;k 0.00 0.00

SCD - I la[;k 0.00 0.00

SCD - II la[;k 0.00 0.00

osLV oh;j&1 la[;k 0.00 0.00

osLV oh;j&2 la[;k 0.00 0.00

osLV oh;j&3 la[;k 0.00 0.00

osLV oh;j&4 la[;k 0.00 0.00

osLV oh;j&5 la[;k 0.00 0.00

osLV oh;j de dktos&1 la[;k 0.00 0.00

osLV oh;j de dkto&2 la[;k 0.00 0.00

;ksx [k 0.00 0.00 35.00 2.40 18.0 1.22 23.00 1.54 24.0 1.81 100.0 6.97

Mªsust ykbZu VªhVesUV

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

102

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha 0 0

lfCt;ksa dh [ksrh ha 0 0

Qly izn'kZu ha 0 0

oehZ dEiksLV no 0 0

esUtj no 0 0

i'kq dSEi no 0 0

0 0

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 0 0

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 0 0

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 0 0

;ksx vkthfodk xfrfof/k;ka 0 0

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0 0 0 0 0 0

¼p½- lesadu 2-70 izfr'kr ;ksx ¼p½ 0 0 0 0 0 0 0 0 0

dqy ;ksx 0.00 0.00 35.00 2.40 18.00 1.22 23.00 1.54 24.00 1.81 100.0 6.97

mRiknu xfrfof/k;ka dk ;ksx x

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

103

xzke iapk;r %& lksfu;k.kk {ks=Qy%& 2138 gS- %& :- yk[k

dUotsZUl ls ykxr %& :- 9.27 yk[k(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

iz'kkluizcks/kuewY;kadu

izos'k fcUnq xfrfof/kizf'k{k.k ,oa n{krk fuekZ.k

foLrr ifj;kstuk izfrosnu

;ksx d

ifj;kstuk ls ykxr

v/;kk;%& 5 c

;ksx

ifj;kstuk dk uke % fpRrkSM+x< vkbZ-MCY;w-,e-ih- 19 iapk;r lfefr %& xaxjkj ftyk%&fpRrkSM+x<

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ

xkao ds uke%&lksfu;k.kk] =S"Bk] xastjk]

izkjfEHkd xfrfof/k;ka (19.80%)xfrfof/k bZdkbZ bZdkbZ

ykxrek=k dqy ykxr ifj;kstuk

jkf'k ls ykxr

izFke o"kZ

104

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

([k) izkd`frd lalk/ku izca/ku (50.40%)

fQYM c.M gS0

[ksr rykbZ la[;k

pkjkxkg fodkl gS0 0.00 0.00fjVsfuax okWy la[;k 0.00 0.00ijdksys'ku Vsad&1 la[;k 0.00 0.00ijdksys'ku Vsad&2 la[;k 0.00 0.00ijdksys'ku Vsad&3 la[;k 0.00 0.00ijdksys'ku Vsad&4 la[;k 0.00 0.00ijdksys'ku Vsad&5 la[;k 0.00 0.00ijdksys'ku Vsad&6 la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV la[;k 0.00 0.00ijdksys'ku Vsad foFk osLV la[;k 0.00 0.00

Mk;ojtu psuy 100 eh0 0.00 0.00

LVªxj Vªsapst gS0 0.00 0.00

vd`f"k Hkwfe gsrq laj{k.k dk;Z

;ksx

df"k Hkwfe gsrq laj{k.k dk;Z

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

105

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

Mx vkmV&1 la[;k 0.00 0.00

Mx vkmV&2 la[;k 0.00 0.00

Mx vkmV&3 la[;k 0.00 0.00

ladu xyh fiV 1 la[;k 0.053 62 3.29 3.29 0.00 0.00 12 0.64 20 1.06 20 1.06 10 0.53 62 3.29

ladu xyh fiV 2 la[;k 0.07 43 3.01 3.01 0.00 0.00 15 1.05 8 0.56 10 0.70 10 0.70 43 3.01

ladu xyh fiV 3 la[;k 0.09 33 2.97 2.97 0.00 0.00 10 0.90 8 0.72 5 0.45 10 0.90 33 2.97

ywt LVksu pSd Mse la[;k 0.00 0.00

ywt LVksu pSd Mse la[;k 0.00 0.00

SCD - I la[;k 0.00 0.00

SCD - II la[;k 0.00 0.00

osLV oh;j&1 la[;k 0.00 0.00

osLV oh;j&2 la[;k 0.00 0.00

osLV oh;j&3 la[;k 0.00 0.00

osLV oh;j&4 la[;k 0.00 0.00

osLV oh;j&5 la[;k 0.00 0.00

osLV oh;j de dktos&1 la[;k 0.00 0.00

osLV oh;j de dkto&2 la[;k 0.00 0.00

;ksx [k 0.00 0.00 37 2.59 36 2.34 35 2.21 30 2.13 138 9.27

Mªsust ykbZu VªhVesUV

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

106

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;

( x ) mRiknu xfrfof/k;ka (9%)Qynkj ikS/kksa dk jksi.k ha

lfCt;ksa dh [ksrh ha

Qly izn'kZu ha

oehZ dEiksLV no

esUtj no

i'kq dSEi no

0 0 0 0 0 0 0 0 0 0 0 0

(?k ) vkthfodk xfrfof/k;ka

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ 0 0

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ 0 0

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ 0 0

;ksx vkthfodk xfrfof/k;ka 0 0

¼M+½ Q~ysDlh QaM¼10%½

;ksx Q`ysDlh QaM 0¼p½- lesadu 2-70 izfr'kr

;ksx ¼p½ 0

dqy ;ksx 0.00 0.00 37.00 2.59 36.00 2.34 35.00 2.21 30.00 2.13 138.0 9.27

mRiknu xfrfof/k;ka dk ;ksx x

;ksxf}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ xfrfof/k bZdkbZ bZdkbZ ykxr

ek=k dqy ykxr ifj;kstuk jkf'k ls ykxr

izFke o"kZ

107

v/;k;&6

vk’kkfUor ifj.kke 1 2 3 4 5 6

dz-la- fooj.k bZdkbZ Ikfj;kstuk ls iwoZ dh fLFkfr

Ikfj;kstuk ds i'pkr dh vk’kkfUor fLFkfr fVIi.kh

1 Hkw ty dh fLFkfr ¼ Hkw ty dhs xgjkbZ ½ ehVj 100-120 80-100 2 Uk;s@ejEEr dh xbZ Hkw ty lajpuk,sa Lak[;k 50 60 3 ihus ds ikuh dh xq.koRrk o.kZu djsa lgh gS 4 ihus ds ikuh dh miyC/krk o.kZu djsa de gSa iw.kZ dh tkosxh 5 flapkbZ {ks=Qy esa ifjorZu gSDVs;j 6 Qly @Hkwfe mi;ksx esa ifjorZu Change in

cropping/ land use pattern o.kZu djsa

7 df"k {ks= vUrxZr {ks=Qy gSDVs;j I ,dy Qly vUrxZr {ks=Qy gSDVs;j 1988.20 2010.00 Ii f}&Qly vUrxZr {ks=Qy gSDVs;j 517.11 600.00 Iii cgq&Qly vUrxZr {ks=Qy gSDVs;j 827.44 900.00 8 cqokbZ {ks=Qy esa ifjorZu gSDVs;j 9 eq[; Qlyksa dh mRikndrk

eDdk dh mRikndrk fDoaVy@gS0 19.20 22.0 lks;kfcu dh mRikndrk fDoaVy@gS0 12.00 15.00 xsgwa dh mRikndrk fDoaVy@gS0 28.00 30.00 ljlkSa dh mRikndrk fDoaVy@gS0 10.00 12.00

10 production of major crops of area

eDdk dh mRikndrk eSfVªd Vu lks;kfcu dh mRikndrk eSfVªd Vu xsgwa dh mRikndrk eSfVªd Vu ljlkSa dh mRikndrk eSfVªd Vu

11 lfCt;ksa dh [ksrh vUrxZr {ks=Qy gSDVs;j 12 m|kfudh vUrxZr {ks=Qy gSDVs;j 13 tykm ydM+h mRiknu vUrxZr {ks=Qy gSDVs;j 14 pkjk mRiknu vUrxZr {ks=Qy gSDVs;j 15 pkjk mRiknu eSfVªd Vu 3367.10 5000

108

16 nqX/k mRiknu yhVj@izfrfnu 6540 7000 17 Lkfdz; Lo;a lgk;rk lewgksa dh la[;k Lak[;k 25 139 18 O;fDrxr m|fe;ksa dh la[;k Lak[;k 0 15 19 izfr O;fDr @izfr o"kZ vk; :i;s yk[kksa esa 0.24 0.35 20 Ikyk;u djus okyksa O;fDr;ksa dh la[;k Lak[;k 420 300 21 Lo;a lgk;rk lewgksa ds QSMjs'ku dh la[;k Lak[;k

109

v/;k;&7 rduhdh fMtkbZu ,oa rdehus

izzzLrkfor xfrfof/k;ksa@ dk;ksZa ds rduhdh fMtkbZu ,oa rdehus layXu gSaA izzzLrkfor xfrfof/k;ksa@ dk;ksZa ds rdehuksa esa iapk;r lfefr Lrj dh njsa yh xbZ gSaA df"k mRiknu i)fr gsrq funs’kky; }kjk tkjh fn’kk funsZ’kksa dk ikyu fd;k x;k gSA i'kq fodkl laca/kh xfrfof/k;ksa gsrq i'kq ikyu foHkkx ds ukElZ @ funs’kky; }kjk tkjh fn’kk funsZ’kksa dk ikyu fd;k x;k gSA vkthfodk laca/kh xfrfof/k;ksa gsrq ifj;kstuk ds ukWElZ ukckMZ] jk"Vªh; xzkeh.k vkthfodk fe’ku@jktLFkku xzkeh.k vkthfodk ifj"kn ds fy;s x;s gSaA

110

ESTIMATE WAISTE WEIR (1)- INVESTIGATIONS

Name of Work: Construction of NADI WITH CENTRAL WAISTE WEIR Available crest length = 7.00 M. Total catchment area= 120.00 Ha. Height of structure= 1.25 M. Length of Nadi = 0.00 M.

DESIGN

(2)- Design discharge (By flood discharge mathod) (A). HYDROLOGIC DEDIGN Peak rate of run off in cum/sec= Catchment area= 120.00 Ha. Q=CIA C= 0.3 K= 8552.36 L= 800 M.

36 H= 7 M. Tc= 20.7846 Q= 15.0000 cum/sec = Say= 20.78 Min. Say = 15.00 cum/sec I= 15 Cm/hr. (B) HYDRAULIC DESIGN: (a)-Flow over the crest. Q= 1.71*L(h)^3/2 h= 1.1623 = 1.16 M. Say= 1.00 M. (b)-Fetch length Df= 150.00 M. Free board F= 1.5hw= 0.26 Say= 0.30 M. hw=0.014(Df)^0.5= 0.17

111

Total d =

1.30 M.

(C). STRUCTURAL DESIGN

(i) Top width of Head wall

a= h/(p-1)^.5= 0.88 M.Say = 0.90 M.

(ii) Bottom width of Head wall

b= h+H/(P-1)^.5= 1.97 M.Say= 2.20 M.

(iii) Length of Head Wall Extension

H+d+1= 3.55 M. Say= 3.55 M.

(iv) Height of Head Wall Extensiom

H+d= 2.55 M. Say= 2.55 M.

(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall

0.5(H+h)= 1.13 M. Say= 1.10 M.

(vi) Top width of Head Wall Extension

0.4H= 0.50 M. Say= 0.60 M.

(vii) Length of Basin

LB=0.75(H+d)+H= 3.16 M. Say= 3.60 M.

(viii) Thickness of Basin =

0.6 M. (including concreting)

(ix) Height of Side Wall

H+d= 2.55 M. Say= 2.55 M.

(At Head Wall joint up to Toe of Head Wall)

(x) Height of Side Wall

1.5h= 1.50 M.Say= 1.50 M.

(At Toe Wall of Basin)

(xi) Length of Side Wall = Length of Basin = 3.60 M. (xii) Length of Wing

Wall

112

2.25h= 2.25 M Say= 1.50 M. (xiii) Height of Wing

Wall

1.5h= 1.50 M. Say= 1.00 M. (xiv) Top width of Head Wall Extension, Side Wall, Wing Wall= 0.9 M. (xv) Width of Toe Wall= 0.45 M. (xvi) Height of Toe

Wall= 0.3 M.

(xvii) Height of Wing Wall at Wing Wall end= 0.50 M. (xviii) Bottom Width of the Side Wall and Wing Wall taking as per Bottom width of Head Wall Extention as in item no. 5 = 1.10 M. (xix) Depth of Foundation=R=0.47(Q/F)^1/3 1.01 M. (As per site condition) R max= 1.52 Say= 1.52 M.

STABALITY CHECKS:-

S.No. Force Vertical forces(v)

Horizontal forces(F)

Force acting at a distance from B

Moment at B

1 2 3 4 5 6 1 W1=a*H*S 2587.5 2587.50 1.75 4528.13 2 W2=0.5*(b-a)*H*S 1868.75 1868.75 0.87 1619.58 3 Fa=w*a*h 900.00 900.00 1.75 1575.00 4 P1=w*h*H 1250.00 1250.00 0.63 781.25 5 P2=0.5*w*H^2 781.25 781.25 0.42 325.52

113

6 P3=(C*w*b*(H+h))/2 -1237.50 -1237.50 1.47 1815.00 Sigma V= 4118.75 2031.25 =SigmaF

Restoring Moment(Mr)= 7722.71 Kg.m. Overturining Moment(Mo)= 2921.77 Kg.m. Resultant Moment(RM)= 4800.94 Kg.m. (1)- OVERTURNING Factor of safety against overtruning =Restoring Moment (Mr)/Overturning Moment (Mo) 2.64 It is more than 1.5, hence the structure each safe against overturning (2)- SLIDING Factor of safety against Sliding =U*Sigma V/ Sigma F Where U is coefficient of sliding =0.70 1.42 It is more than 1.0, so the structure is safe against sliding (3)- RUPTURE Position of resultant X= SigmaRM/ Sigma V 1.17 Meter from B This value is more than 1/3 and less than 2/3 of the base width, is means resutant is passing through the middle third, so there is no chances of developing any tension in the masonary, hence the structure is safe from rupture in tension (4)- SAFETY AGAINST COMPRESSION (CRUSHING) Ecentricity e = b/2 - X = -0.07 Compressive stress at toe and heal respectively P = Sigma V/b[1+6*e/b] = 1537.06 Kg./Sq.m.

P max= 1537.06 Kg./Sq.m. P min= 2207.26 Kg./Sq.m.

114

DETAIL ESTIMATE Name of Work: Construction WAISTE WEIR S.No. Particular No. Length Breadth Ht./Depth Quantity

1 2 3 4 5 6 7

1 Total Excavation H.W. 1 7.00 2.20 1.52 23.41 H.W.E. 2 3.55 1.10 1.20 9.37 S.W. 4 3.60 0.90 1.52 19.70 Wing Wall 4 1.50 0.90 1.52 8.21 Toe Wall 1 7.00 0.45 1.00 3.15 Apron 1 7.00 2.30 0.60 9.66 Total 73.50 2 Excavation in disintegrated rock and or soft rock of hard kankar

or compacted murrum, dry or moist including dressing & disposal of excavated material with initial lead of 30 m and lift of 1.5 M (30% of Total Excavation )

Total 73.50 3 Cenemt concrete well mixed in cement mortar ( 1 :4 :8) laid in

position complete including curing. Aggregate size up to 50mm HB

H.W. 1 7.00 2.20 0.30 4.62 H.W.E. 2 3.55 1.10 0.30 2.34 S.W. 4 3.60 0.90 0.30 3.89 Wing Wall 4 1.50 0.90 0.30 1.62 Toe Wall 1 7.00 0.45 0.30 0.95 Apron 1 7.00 2.30 0.30 4.83 Total (Cu.m.) 18.25 4 Random rubble stone masonary in cement sand mortar (1 : 6)

for foundation

115

H.W. 1 7.00 2.20 1.22 18.79 H.W.E. 2 3.55 1.10 0.90 7.03 S.W. 4 3.60 0.90 1.22 15.81 Wing Wall 4 1.50 0.90 1.22 6.59 Toe Wall 1 7.00 0.45 0.70 2.21 Total (Cu.m.) 50.42 5 Random rubble stone masonary in cement sand mortar (1 : 6)

for superstructure

H.W. 1 7.00 1.55 1.25 13.56 H.W.E. 2 3.55 1.10 2.55 19.92 S.W. 4 3.60 0.90 2.03 26.24 Wing Wall 4 1.50 0.90 1.50 8.10 Toe Wall 1 7.00 0.45 0.30 0.95 Total (Cu.m.) 68.77 6 Stone kharanja in cement mortar (1:6) for bed floor including

curring etc. complete

Total (Cu.m.) 1 7.00 2.30 16.10 7 Cement plaster including smooth finishing in cement mortar

(1:4) 25mm thick

H.W. 1 7.00 1.25 8.75 H.W.E. 2 3.55 2.55 18.11 S.W. 4 3.60 2.03 29.16 Wing Wall 4 1.50 1.50 9.00 Toe Wall 2 7.00 0.45 6.30 Total (Cu.m.) 71.32 8 Cement plaster including smooth finishing in cement mortar

(1:4) 25mm thick

H.W. 1 7.00 1.80 12.62 Total (Cu.m.) 12.62 9 Cement concrete coping in cement mortar (1:2:4) 75mm thick

H.W. 1 7.00 0.90 0.08 0.47 H.W.E. 2 3.55 0.60 0.08 0.32 S.W. 4 3.84 0.90 0.08 1.04 Wing Wall 4 1.50 0.90 0.08 0.41 Toe Wall 1 7.00 0.45 0.08 0.24

116

Apron 1 7.00 2.30 0.08 1.21 Total (Cu.m.) 3.68 10 Benching of Base and depositing the excavated material

including dressing etc. complete within in an initial lead of 50m & lift of 1.5 m

Total (Cu.m.) 0 0.00 8.10 0.15 0.00 11 E/W for bund / Excavation in dry or moist soilwith the help of

ractor atteched with scraper including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually with the inintial lead of 30 mtr .and lift of 1.5 mtr (exluding charges of watering)with tractor 25 HP to 40 HP in (HARD SOIL)

0 0.00 4.50 2.55 0.00 Total (Cu.m.) 0.00

12 Compaction of E/W manually

Total (Cu.m.) 0.00 13 Dry stone pitching hammer dressed with packing of voids from

smaal stones including all lifts in required profile of depth of 20 to 23 c.m.

Total (Cu.m.) 0 0.00 4.41 0.23 0.00 14 Rehandling of excavated soil from foundations or trenches upto

1.5m.lift & 50 m. lead including plaining of soil

Total (Cu.m.) 73.50

117

MATERIAL CONSUMPTION STATEMENT Name of Work: Construction WAISTE WEIR S.No. Particulars Qty. Cement

(Bags) Sand (Cum.)

Aggregate (Cum)

Stone (Cum.)

50 mm 20 mm

1 2 3 4 5 6 7 8 1 Cement concrete (1:4:8) Aggregate size up to 50mm (cum) 18.25 58.39 8.21 16.42

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

119.19 166.86 35.76 131.11

3 Cement Plaster (1:3) 25mm thick (Sq.m.) 71.32 15.97 2.28

4 Cement Plaster (1:3) 25mm thick (Sq.m.) 12.62 2.83 0.40

5 Stone kharanja in CM (1:6) (cum.) 16.10 28.98 5.96 19.32

6 Cement concrete coping (1:2:4) 75mm thick (cum.) 3.68 21.48 1.51 3.02

7 Dry Stone pitching (cum) 0.00 0.00 Total 294.51 54.12 16.42 3.02 150.43

Say= 14.73 M.T.

118

ABSTRACT OF COST Name of Work: Construction WAISTE WEIR

S. No. Particular Qty.

Rate Amount (Rs) Labour including

material Per Labour including

material

3 Excavation in disintegrated rock and of soft rock of hard kankar or compacted murrum. dry or moist including dressing & disposal of excavated material with initial lead of 30 M. and lift of 1.5 M.

73.50 112.84 112.84 Cum 8293.42 8293.42 4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including

curing. Aggregate size up to 40 mm.

18.25 393.58 2377.57 Cum 7181.26 43381.14 5 Random rubble stone manonary in cement sand mortor (1:6) for foundation

50.42 439.20 1895.97 Cum 22144.99 95597.08 6 Random rubble stone manonary in cement sand mortor (1:6) for super structure

68.77 439.20 1895.97 Cum 30202.47 130380.17 7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete

16.10 133.12 390.12 Sq.m. 2143.23 6280.93 8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

71.32 83.54 172.22 Sq.m. 5957.66 12281.87 9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick

3.68 389.38 3111.66 Cum 1431.85 11442.41 10 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

12.62 83.54 172.22 Sq.m. 1054.63 2174.15 11 Benching of Base and depositing the excavated material including dressing etc.

complete within in an initial lead of 50m & lift of 1.5 m

0.00 4.38 72.96 Cum 0.00 0.00

119

12 E/W for bund / Excavation in dry or moist soil including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually or by plain roller with initial lead of 30 M and leftt of 1.5 M (excluding charges of watering and compaction) in hard soil in O.M.

0.00 4.38 72.96 Cum 0.00 0.00 14 Compaction of E/W manually 0.00 19.92 20.82 Cum 0.00 0.00 16 Dry stone pitching hammer dressed with packing of voids from smaal stones including

all lifts in required profile of depth of 20 to 23 c.m.

0.00 215.00 1045.2 Cum 0.00 0.00 17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead

including plaining of soil 73.50 45.24 45.24 Cum 3325.01 3325.01

Total 81734.53 313156.2 Add for contingent exp 3% 9394.69 Grand Total 322550.9 Say Rs. 322600.0 Labour 81735 Material 240865 Say Rs. 3.22

120

Name of Work: Construction WAISTE WEIR PLAN

Not to the scale (All dimensions in m.)

3.55 7.00 HWE 0.90 HEAD WALL 2.20 3.60 Apron S/W 2.30 T/W W/W 0.45 2.00 0.9

121

ESTIMATE OF WAISTE WEIR (1)- INVESTIGATIONS

Name of Work: Construction of WAISTE WEIR Available crest length = 6.00 M. Total catchment area= 120.00 Ha. Height of structure= 1.40 M. Length of Nadi = 0.00 M.

DESIGN

(2)- Design discharge (By flood discharge mathod)

(A). HYDROLOGIC DEDIGN Peak rate of run off in cum/sec= Catchment area= 120.00 Ha. Q=CIA C= 0.3 K= 8552.36 L= 800 M.

36 H= 7 M. Tc= 20.7846 Q= 15.0000 cum/sec = Say= 20.78 Min. Say = 15.00 cum/sec I= 15 Cm/hr. (B) HYDRAULIC DESIGN: (a)-Flow over the crest. Q= 1.71*L(h)^3/2 h= 1.2881 = 1.29 M. Say= 1.00 M. (b)-Fetch length Df= 150.00 M. Free board F= 1.5hw= 0.26 Say= 0.30 M. hw=0.014(Df)^0.5= 0.17

122

Total d =

1.30 M.

(C). STRUCTURAL DESIGN

(i) Top width of Head wall

a= h/(p-1)^.5= 0.88 M.Say = 0.90 M.

(ii) Bottom width of Head wall

b= h+H/(P-1)^.5= 2.10 M.Say= 2.20 M.

(iii) Length of Head Wall Extension

H+d+1= 3.70 M. Say= 3.70 M.

(iv) Height of Head Wall Extensiom

H+d= 2.70 M. Say= 2.70 M.

(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall

0.5(H+h)= 1.20 M. Say= 1.10 M.

(vi) Top width of Head Wall Extension

0.4H= 0.56 M. Say= 0.60 M.

(vii) Length of Basin

LB=0.75(H+d)+H= 3.43 M. Say= 3.60 M.

(viii) Thickness of Basin =

0.6 M. (including concreting)

(ix) Height of Side Wall

H+d= 2.70 M. Say= 2.70 M.

(At Head Wall joint up to Toe of Head Wall)

(x) Height of Side Wall

1.5h= 1.50 M.Say= 1.50 M.

(At Toe Wall of Basin)

(xi) Length of Side Wall = Length of Basin = 3.60 M. (xii) Length of Wing

Wall

123

2.25h= 2.25 M Say= 1.50 M. (xiii) Height of Wing

Wall

1.5h= 1.50 M. Say= 1.00 M. (xiv) Top width of Head Wall Extension, Side Wall, Wing Wall= 0.9 M. (xv) Width of Toe Wall= 0.45 M. (xvi) Height of Toe

Wall= 0.3 M.

(xvii) Height of Wing Wall at Wing Wall end= 0.50 M. (xviii) Bottom Width of the Side Wall and Wing Wall taking as per Bottom width of Head Wall Extention as in item no. 5 = 1.10 M. (xix) Depth of Foundation=R=0.47(Q/F)^1/3 1.01 M. (As per site condition) R max= 1.52 Say= 1.50 M.

STABALITY CHECKS:-

S.No. Force Vertical forces(v)

Horizontal forces(F)

Force acting at a distance from B

Moment at B

1 2 3 4 5 6 1 W1=a*H*S 2898 2898.00 1.75 5071.50 2 W2=0.5*(b-a)*H*S 2093.00 2093.00 0.87 1813.93 3 Fa=w*a*h 900.00 900.00 1.75 1575.00 4 P1=w*h*H 1400.00 1400.00 0.70 980.00 5 P2=0.5*w*H^2 980.00 980.00 0.47 457.33

124

6 P3=(C*w*b*(H+h))/2 -1320.00 -1320.00 1.47 1936.00 Sigma V= 4571.00 2380.00 =SigmaF

Restoring Moment(Mr)= 8460.43 Kg.m. Overturining Moment(Mo)= 3373.33 Kg.m. Resultant Moment(RM)= 5087.10 Kg.m. (1)- OVERTURNING Factor of safety against overtruning =Restoring Moment (Mr)/Overturning Moment (Mo) 2.51 It is more than 1.5, hence the structure each safe against overturning (2)- SLIDING Factor of safety against Sliding =U*Sigma V/ Sigma F Where U is coefficient of sliding =0.70 1.34 It is more than 1.0, so the structure is safe against sliding (3)- RUPTURE Position of resultant X= SigmaRM/ Sigma V 1.11 Meter from B This value is more than 1/3 and less than 2/3 of the base width, is means resutant is passing through the middle third, so there is no chances of developing any tension in the masonary, hence the structure is safe from rupture in tension (4)- SAFETY AGAINST COMPRESSION (CRUSHING) Ecentricity e = b/2 - X = -0.01 Compressive stress at toe and heal respectively P = Sigma V/b[1+6*e/b] = 2004.59 Kg./Sq.m.

P max= 2004.59 Kg./Sq.m. P min= 2150.87 Kg./Sq.m.

125

DETAIL ESTIMATE

Name of Work: Construction of WAISTE WEIR S.No. Particular No. Length Breadth Ht./Depth Quantity

1 2 3 4 5 6 7

1 Total Excavation H.W. 1 6.00 2.20 1.50 19.80 H.W.E. 2 3.70 1.10 1.20 9.77 S.W. 4 3.60 0.90 1.50 19.44 Wing Wall 4 1.50 0.90 1.50 8.10 Toe Wall 1 6.00 0.45 1.00 2.70 Apron 1 6.00 2.30 0.60 8.28 Total 68.09 2 Excavation in disintegrated rock and or soft rock of hard kankar or compacted murrum,

dry or moist including dressing & disposal of excavated material with initial lead of 30 m and lift of 1.5 M (30% of Total Excavation )

Total 68.09 3 Cenemt concrete well mixed in cement mortar ( 1 :4 :8) laid in position complete

including curing. Aggregate size up to 50mm HB

H.W. 1 6.00 2.20 0.30 3.96 H.W.E. 2 3.70 1.10 0.30 2.44 S.W. 4 3.60 0.90 0.30 3.89 Wing Wall 4 1.50 0.90 0.30 1.62 Toe Wall 1 6.00 0.45 0.30 0.81 Apron 1 6.00 2.30 0.30 4.14

126

Total (Cu.m.) 16.86 4 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation

H.W. 1 6.00 2.20 1.20 15.84 H.W.E. 2 3.70 1.10 0.90 7.33 S.W. 4 3.60 0.90 1.20 15.55 Wing Wall 4 1.50 0.90 1.20 6.48 Toe Wall 1 6.00 0.45 0.70 1.89 Total (Cu.m.) 47.09 5 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure

H.W. 1 6.00 1.55 1.40 13.02 H.W.E. 2 3.70 1.10 2.70 21.98 S.W. 4 3.60 0.90 2.10 27.22 Wing Wall 4 1.50 0.90 1.50 8.10 Toe Wall 1 6.00 0.45 0.30 0.81 Total (Cu.m.) 71.12 6 Stone kharanja in cement mortar (1:6) for bed floor including curring etc. complete

Total (Cu.m.) 1 6.00 2.30 13.80 7 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 6.00 1.40 8.40 H.W.E. 2 3.70 2.70 19.98 S.W. 4 3.60 2.10 30.24 Wing Wall 4 1.50 1.50 9.00 Toe Wall 2 6.00 0.45 5.40 Total (Cu.m.) 73.02 8 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 6.00 1.91 11.46 Total (Cu.m.) 11.46 9 Cement concrete coping in cement mortar (1:2:4) 75mm thick

H.W. 1 6.00 0.90 0.08 0.41

127

H.W.E. 2 3.70 0.60 0.08 0.33 S.W. 4 3.90 0.90 0.08 1.05 Wing Wall 4 1.50 0.90 0.08 0.41 Toe Wall 1 6.00 0.45 0.08 0.20 Apron 1 6.00 2.30 0.08 1.04 Total (Cu.m.) 3.43 10 Benching of Base and depositing the excavated material including dressing etc.

complete within in an initial lead of 50m & lift of 1.5 m

Total (Cu.m.) 0 0.00 8.10 0.15 0.00 11 E/W for bund / Excavation in dry or moist soilwith the help of ractor atteched with

scraper including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually with the inintial lead of 30 mtr .and lift of 1.5 mtr (exluding charges of watering)with tractor 25 HP to 40 HP in (HARD SOIL)

0 0.00 4.50 2.70 0.00

Total (Cu.m.) 0.00

12 Compaction of E/W manually

Total (Cu.m.) 0.00

13 Dry stone pitching hammer dressed with packing of voids from smaal stones including all lifts in required profile of depth of 20 to 23 c.m.

Total (Cu.m.) 0 0.00 4.50 0.23 0.00 14 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead

including plaining of soil

Total (Cu.m.) 68.09

128

MATERIAL CONSUMPTION STATEMENT Name of Work: Construction of WAISTE WEIR S.No. Particulars Qty. Cement

(Bags) Sand (Cum.)

Aggregate (Cum)

Stone (Cum.)

50 mm 20 mm

1 2 3 4 5 6 7 8 1 Cement concrete (1:4:8) Aggregate size up to 50mm

(cum) 16.86 53.95 7.59 15.17

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

118.21 165.50 35.46 130.03

3 Cement Plaster (1:3) 25mm thick (Sq.m.) 73.02 16.36 2.34

4 Cement Plaster (1:3) 25mm thick (Sq.m.) 11.46 2.57 0.37

5 Stone kharanja in CM (1:6) (cum.) 13.80 24.84 5.11 16.56

6 Cement concrete coping (1:2:4) 75mm thick (cum.) 3.43 20.05 1.41 2.81

7 Dry Stone pitching (cum) 0.00 0.00 Total 283.26 52.27 15.17 2.81 146.59

Say= 14.16 M.T.

129

ABSTRACT OF COST Name of Work: Construction of WAISTE WEIR

S. No. Particular Qty.

Rate Amount (Rs) Labour including

material Per Labour including

material

3 Excavation in disintegrated rock and of soft rock of hard kankar or compacted murrum. dry or moist including dressing & disposal of excavated material with initial lead of 30 M. and lift of 1.5 M.

68.09 112.84 112.84 Cum 7683.05 7683.05 4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete

including curing. Aggregate size up to 40 mm.

16.86 393.58 2377.57 Cum 6635.76 40085.83 5 Random rubble stone manonary in cement sand mortor (1:6) for foundation

47.09 439.20 1895.97 Cum 20681.05 89277.44 6 Random rubble stone manonary in cement sand mortor (1:6) for super structure

71.12 439.20 1895.97 Cum 31237.66 134848.97 7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete

13.80 133.12 390.12 Sq.m. 1837.06 5383.66 8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

73.02 83.54 172.22 Sq.m. 6100.09 12575.50 9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick

3.43 389.38 3111.66 Cum 1336.63 10681.45 10 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

11.46 83.54 172.22 Sq.m. 957.62 1974.16 11 Benching of Base and depositing the excavated material including dressing etc.

complete within in an initial lead of 50m & lift of 1.5 m

0.00 4.38 72.96 Cum 0.00 0.00

130

12 E/W for bund / Excavation in dry or moist soil including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually or by plain roller with initial lead of 30 M and leftt of 1.5 M (excluding charges of watering and compaction) in hard soil in O.M.

0.00 4.38 72.96 Cum 0.00 0.00 14 Compaction of E/W manually 0.00 19.92 20.82 Cum 0.00 0.00 16 Dry stone pitching hammer dressed with packing of voids from smaal stones

including all lifts in required profile of depth of 20 to 23 c.m.

0.00 215.00 1045.2 Cum 0.00 0.00 17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m.

lead including plaining of soil 68.09 45.24 45.24 Cum 3080.30 3080.30

Total 79549.22 305590.4 Add for contingent exp 3% 9167.71 Grand Total 314758.1 Say Rs. 314800.0 Labour 79549 Material 235251 Say Rs. 3.14

131

Name of Work: Construction of WAISTE WEIR PLAN

Not to the scale (All dimensions in m.)

3.70 6.00 HWE 0.90 HEAD WALL 2.20 3.60 Apron S/W 2.30 T/W W/W 0.45 2.00 0.9

132

ESTIMATE WAISTE WEIR (1)- INVESTIGATIONS

Name of Work: WAISTE WEIR Available crest length = 12.00 M. Total catchment area= 200.00 Ha. Height of structure= 1.50 M. Length of Nadi = 0.00 M.

DESIGN

(2)- Design discharge (By flood discharge mathod)

(A). HYDROLOGIC DEDIGN Peak rate of run off in cum/sec= Catchment area= 200.00 Ha. Q=CIA C= 0.3 K= 13145.34 L= 1200 M.

36 H= 10 M. Tc= 28.9394 Q= 25.0000 cum/sec = Say= 28.94 Min. Say = 25.00 cum/sec I= 15 Cm/hr. (B) HYDRAULIC DESIGN: (a)-Flow over the crest. Q= 1.71*L(h)^3/2 h= 1.1407 = 1.14 M. Say= 1.00 M. (b)-Fetch length Df= 150.00 M. Free board F= 1.5hw= 0.26 Say= 0.26 M. hw=0.014(Df)^0.5= 0.17 Total d =

1.26 M.

133

(C). STRUCTURAL DESIGN

(i) Top width of Head wall

a= h/(p-1)^.5= 0.88 M.Say = 0.90 M.

(ii) Bottom width of Head wall

b= h+H/(P-1)^.5= 2.19 M.Say= 2.20 M.

(iii) Length of Head Wall Extension

H+d+1= 3.76 M. Say= 4.30 M.

(iv) Height of Head Wall Extensiom

H+d= 2.76 M. Say= 2.76 M.

(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall

0.5(H+h)= 1.25 M. Say= 1.25 M.

(vi) Top width of Head Wall Extension

0.4H= 0.60 M. Say= 0.60 M.

(vii) Length of Basin

LB=0.75(H+d)+H= 3.57 M. Say= 3.60 M.

(viii) Thickness of Basin =

0.6 M. (including concreting)

(ix) Height of Side Wall

H+d= 2.76 M. Say= 2.76 M.

(At Head Wall joint up to Toe of Head Wall)

(x) Height of Side Wall

1.5h= 1.50 M.Say= 1.50 M.

(At Toe Wall of Basin)

(xi) Length of Side Wall = Length of Basin = 3.60 M. (xii) Length of Wing

Wall

2.25h= 2.25 M Say= 3.00 M. (xiii) Height of Wing

134

Wall 1.5h= 1.50 M. Say= 1.50 M. (xiv) Top width of Head Wall Extension, Side Wall, Wing Wall= 0.9 M. (xv) Width of Toe Wall= 0.45 M. (xvi) Height of Toe

Wall= 0.3 M.

(xvii) Height of Wing Wall at Wing Wall end= 0.50 M. (xviii) Bottom Width of the Side Wall and Wing Wall taking as per Bottom width of Head Wall Extention as in item no. 5 = 1.25 M. (xix) Depth of Foundation=R=0.47(Q/F)^1/3 1.20 M. (As per site condition) R max= 1.80 Say= 2.00 M.

STABALITY CHECKS:-

S.No. Force Vertical forces(v)

Horizontal forces(F)

Force acting at a distance from B

Moment at B

1 2 3 4 5 6 1 W1=a*H*S 3105 3105.00 1.75 5433.75 2 W2=0.5*(b-a)*H*S 2242.50 2242.50 0.87 1943.50 3 Fa=w*a*h 900.00 900.00 1.75 1575.00 4 P1=w*h*H 1500.00 1500.00 0.75 1125.00 5 P2=0.5*w*H^2 1125.00 1125.00 0.50 562.50 6 P3=(C*w*b*(H+h))/2 -1375.00 -1375.00 1.47 2016.67

135

Sigma V= 4872.50 2625.00 =SigmaF

Restoring Moment(Mr)= 8952.25 Kg.m. Overturining Moment(Mo)= 3704.17 Kg.m. Resultant Moment(RM)= 5248.08 Kg.m. (1)- OVERTURNING Factor of safety against overtruning =Restoring Moment (Mr)/Overturning Moment (Mo) 2.42 It is more than 1.5, hence the structure each safe against overturning (2)- SLIDING Factor of safety against Sliding =U*Sigma V/ Sigma F Where U is coefficient of sliding =0.70 1.30 It is more than 1.0, so the structure is safe against sliding (3)- RUPTURE Position of resultant X= SigmaRM/ Sigma V 1.08 Meter from B This value is more than 1/3 and less than 2/3 of the base width, is means resutant is passing through the middle third, so there is no chances of developing any tension in the masonary, hence the structure is safe from rupture in tension (4)- SAFETY AGAINST COMPRESSION (CRUSHING) Ecentricity e = b/2 - X = 0.02 Compressive stress at toe and heal respectively P = Sigma V/b[1+6*e/b] = 2353.20 Kg./Sq.m.

P max= 2353.20 Kg./Sq.m. P min= 2076.34 Kg./Sq.m.

136

DETAIL ESTIMATE

Name of Work: WAISTE WEIR S.No. Particular No. Length Breadth Ht./Depth Quantity

1 2 3 4 5 6 7

1 Total Excavation H.W. 1 12.00 2.20 2.00 52.80 H.W.E. 2 4.30 1.25 1.20 12.90 S.W. 4 3.60 0.90 2.00 25.92 Wing Wall 4 3.00 0.90 2.00 21.60 Toe Wall 1 12.00 0.45 1.00 5.40 Apron 1 12.00 2.30 0.60 16.56 Total 135.18 2 Excavation in disintegrated rock and or soft rock of hard kankar or compacted murrum, dry or

moist including dressing & disposal of excavated material with initial lead of 30 m and lift of 1.5 M (30% of Total Excavation )

Total 135.18 3 Cenemt concrete well mixed in cement mortar ( 1 :4 :8) laid in position complete including

curing. Aggregate size up to 50mm HB

H.W. 1 12.00 2.20 0.30 7.92 H.W.E. 2 4.30 1.25 0.30 3.23 S.W. 4 3.60 0.90 0.30 3.89 Wing Wall 4 3.00 0.90 0.30 3.24

137

Toe Wall 1 12.00 0.45 0.30 1.62 Apron 1 12.00 2.30 0.30 8.28 Total (Cu.m.) 28.17 4 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation

H.W. 1 12.00 2.20 1.70 44.88 H.W.E. 2 4.30 1.25 0.90 9.68 S.W. 4 3.60 0.90 1.70 22.03 Wing Wall 4 3.00 0.90 1.70 18.36 Toe Wall 1 12.00 0.45 0.70 3.78 Total (Cu.m.) 98.73 5 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure

H.W. 1 12.00 1.55 1.50 27.90 H.W.E. 2 4.30 1.25 2.76 29.67 S.W. 4 3.60 0.90 2.13 27.60 Wing Wall 4 3.00 0.90 1.50 16.20 Toe Wall 1 12.00 0.45 0.30 1.62 Total (Cu.m.) 102.99 6 Stone kharanja in cement mortar (1:6) for bed floor including curring etc. complete

Total (Cu.m.) 1 12.00 2.30 27.60 7 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 12.00 1.50 18.00 H.W.E. 2 4.30 2.76 23.74 S.W. 4 3.60 2.13 30.67 Wing Wall 4 3.00 1.50 18.00 Toe Wall 2 12.00 0.45 10.80 Total (Cu.m.) 101.21 8 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 12.00 1.98 23.82 Total (Cu.m.) 23.82

138

9 Cement concrete coping in cement mortar (1:2:4) 75mm thick

H.W. 1 12.00 0.90 0.08 0.81 H.W.E. 2 4.30 0.60 0.08 0.39 S.W. 4 3.94 0.90 0.08 1.06 Wing Wall 4 3.00 0.90 0.08 0.81 Toe Wall 1 12.00 0.45 0.08 0.41 Apron 1 12.00 2.30 0.08 2.07 Total (Cu.m.) 5.55 10 Benching of Base and depositing the excavated material including dressing etc. complete

within in an initial lead of 50m & lift of 1.5 m

Total (Cu.m.) 0 0.00 8.10 0.15 0.00 11 E/W for bund / Excavation in dry or moist soilwith the help of ractor atteched with scraper

including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually with the inintial lead of 30 mtr .and lift of 1.5 mtr (exluding charges of watering)with tractor 25 HP to 40 HP in (HARD SOIL)

0 0.00 4.50 2.76 0.00

Total (Cu.m.) 0.00

12 Compaction of E/W manually

Total (Cu.m.) 0.00

13 Dry stone pitching hammer dressed with packing of voids from smaal stones including all lifts in required profile of depth of 20 to 23 c.m.

Total (Cu.m.) 0 0.00 4.54 0.23 0.00 14 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead

including plaining of soil

Total (Cu.m.) 135.18

139

MATERIAL CONSUMPTION STATEMENT Name of Work: WAISTE WEIR

S.No. Particulars Qty. Cement (Bags)

Sand (Cum.)

Aggregate (Cum)

Stone (Cum.)

50 mm 20 mm

1 2 3 4 5 6 7 8

1 Cement concrete (1:4:8) Aggregate size up to 50mm (cum)

28.17 90.15 12.68 25.36

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

201.72 282.41 60.52 221.89

3 Cement Plaster (1:3) 25mm thick (Sq.m.) 101.21 22.67 3.24

4 Cement Plaster (1:3) 25mm thick (Sq.m.) 23.82 5.34 0.76

5 Stone kharanja in CM (1:6) (cum.) 27.60 49.68 10.21 33.12

6 Cement concrete coping (1:2:4) 75mm thick (cum.) 5.55 32.39 2.27 4.55

7 Dry Stone pitching (cum) 0.00 0.00

Total 482.64 89.68 25.36 4.55 255.01

Say= 24.13 M.T.

140

ABSTRACT OF COST Name of Work: WAISTE WEIR

S. No. Particular Qty.

Rate Amount (Rs) Labour including

material Per Labour including

material

3 Excavation in disintegrated rock and of soft rock of hard kankar or compacted murrum. dry or moist including dressing & disposal of excavated material with initial lead of 30 M. and lift of 1.5 M.

135.18 112.84 112.84 Cum 15253.71 15253.71 4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing.

Aggregate size up to 40 mm.

28.17 393.58 2377.57 Cum 11088.33 66983.28 5 Random rubble stone manonary in cement sand mortor (1:6) for foundation

98.73 439.20 1895.97 Cum 43360.90 187183.43 6 Random rubble stone manonary in cement sand mortor (1:6) for super structure

102.99 439.20 1895.97 Cum 45235.32 195275.05 7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete

27.60 133.12 390.12 Sq.m. 3674.11 10767.31 8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

101.21 83.54 172.22 Sq.m. 8454.92 17430.04 9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick

5.55 389.38 3111.66 Cum 2159.31 17255.73 10 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

23.82 83.54 172.22 Sq.m. 1989.87 4102.16 11 Benching of Base and depositing the excavated material including dressing etc. complete within

in an initial lead of 50m & lift of 1.5 m

0.00 4.38 72.96 Cum 0.00 0.00

141

12 E/W for bund / Excavation in dry or moist soil including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually or by plain roller with initial lead of 30 M and leftt of 1.5 M (excluding charges of watering and compaction) in hard soil in O.M.

0.00 4.38 72.96 Cum 0.00 0.00 14 Compaction of E/W manually 0.00 19.92 20.82 Cum 0.00 0.00 16 Dry stone pitching hammer dressed with packing of voids from smaal stones including all lifts in

required profile of depth of 20 to 23 c.m.

0.00 215.00 1045.2 Cum 0.00 0.00 17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including

plaining of soil 135.18 45.24 45.24 Cum 6115.54 6115.54

Total 137332.00 520366.3 Add for contingent exp 3% 15610.99 Grand Total 535977.2 Say Rs. 536000.0 Labour 137332 Material 398668 Say Rs. 5.36

142

Name of Work: WAISTE WEIR PLAN

Not to the scale (All dimensions in m.)

4.30 12.00 HWE 0.90 HEAD WALL 2.20 3.60 Apron S/W 2.30 T/W W/W 0.45 2.00 0.9

143

ESTIMATE WAISTE WEIR (1)- INVESTIGATIONS

Name of Work: Construction WAISTE WEIR Available crest length = 16.00 M. Total catchment area= 250.00 Ha. Height of structure= 1.50 M. Length of Nadi = 0.00 M.

DESIGN

(2)- Design discharge (By flood discharge mathod)

(A). HYDROLOGIC DEDIGN Peak rate of run off in cum/sec= Catchment area= 250.00 Ha. Q=CIA C= 0.3 K= 23904.57 L= 2000 M.

36 H= 14 M. Tc= 45.8633 Q= 31.2500 cum/sec = Say= 45.86 Min. Say = 31.25 cum/sec I= 15 Cm/hr. (B) HYDRAULIC DESIGN: (a)-Flow over the crest. Q= 1.71*L(h)^3/2 h= 1.0927 = 1.09 M. Say= 1.10 M. (b)-Fetch length Df= 400.00 M. Free board F= 1.5hw= 0.42 Say= 0.42 M. hw=0.014(Df)^0.5= 0.28

144

Total d =

1.52 M.

(C). STRUCTURAL DESIGN

(i) Top width of Head wall

a= h/(p-1)^.5= 0.96 M.Say = 1.00 M.

(ii) Bottom width of Head wall

b= h+H/(P-1)^.5= 2.28 M.Say= 3.00 M.

(iii) Length of Head Wall Extension

H+d+1= 4.02 M. Say= 5.00 M.

(iv) Height of Head Wall Extensiom

H+d= 3.02 M. Say= 3.02 M.

(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall

0.5(H+h)= 1.30 M. Say= 1.25 M.

(vi) Top width of Head Wall Extension

0.4H= 0.60 M. Say= 0.60 M.

(vii) Length of Basin

LB=0.75(H+d)+H= 3.77 M. Say= 3.80 M.

(viii) Thickness of Basin =

0.6 M. (including concreting)

(ix) Height of Side Wall

H+d= 3.02 M. Say= 3.02 M.

(At Head Wall joint up to Toe of Head Wall)

(x) Height of Side Wall

1.5h= 1.65 M.Say= 1.65 M.

(At Toe Wall of Basin)

(xi) Length of Side Wall = Length of Basin = 3.80 M. (xii) Length of Wing

Wall

145

2.25h= 2.48 M Say= 3.00 M. (xiii) Height of Wing

Wall

1.5h= 1.65 M. Say= 1.65 M. (xiv) Top width of Head Wall Extension, Side Wall, Wing Wall= 1 M. (xv) Width of Toe Wall= 0.45 M. (xvi) Height of Toe

Wall= 0.45 M.

(xvii) Height of Wing Wall at Wing Wall end= 0.50 M. (xviii) Bottom Width of the Side Wall and Wing Wall taking as per Bottom width of Head Wall Extention as in item no. 5 = 1.25 M. (xix) Depth of Foundation=R=0.47(Q/F)^1/3 1.29 M. (As per site condition) R max= 1.94 Say= 2.34 M.

STABALITY CHECKS:-

S.No. Force Vertical forces(v)

Horizontal forces(F)

Force acting at a distance from B

Moment at B

1 2 3 4 5 6 1 W1=a*H*S 3450 3450.00 2.50 8625.00 2 W2=0.5*(b-a)*H*S 3450.00 3450.00 1.33 4600.00 3 Fa=w*a*h 1100.00 1100.00 2.50 2750.00 4 P1=w*h*H 1650.00 1650.00 0.75 1237.50 5 P2=0.5*w*H^2 1125.00 1125.00 0.50 562.50

146

6 P3=(C*w*b*(H+h))/2 -1950.00 -1950.00 2.00 3900.00 Sigma V= 6050.00 2775.00 =SigmaF

Restoring Moment(Mr)= 15975.00 Kg.m. Overturining Moment(Mo)= 5700.00 Kg.m. Resultant Moment(RM)= 10275.00 Kg.m. (1)- OVERTURNING Factor of safety against overtruning =Restoring Moment (Mr)/Overturning Moment (Mo) 2.80 It is more than 1.5, hence the structure each safe against overturning (2)- SLIDING Factor of safety against Sliding =U*Sigma V/ Sigma F Where U is coefficient of sliding =0.70 1.53 It is more than 1.0, so the structure is safe against sliding (3)- RUPTURE Position of resultant X= SigmaRM/ Sigma V 1.70 Meter from B This value is more than 1/3 and less than 2/3 of the base width, is means resutant is passing through the middle third, so there is no chances of developing any tension in the masonary, hence the structure is safe from rupture in tension (4)- SAFETY AGAINST COMPRESSION (CRUSHING) Ecentricity e = b/2 - X = -0.20 Compressive stress at toe and heal respectively P = Sigma V/b[1+6*e/b] = 1216.67 Kg./Sq.m.

P max= 1216.67 Kg./Sq.m. P min= 2816.67 Kg./Sq.m.

147

DETAIL ESTIMATE

Name of Work: Construction WAISTE WEIR S.No. Particular No. Length Breadth Ht./Depth Quantity

1 2 3 4 5 6 7

1 Total Excavation H.W. 1 16.00 3.00 2.34 112.32 H.W.E. 2 5.00 1.25 1.20 15.00 S.W. 4 3.80 1.00 2.34 35.57 Wing Wall 4 3.00 1.00 2.34 28.08 Toe Wall 1 16.00 0.45 1.00 7.20 Apron 1 16.00 1.80 0.60 17.28 Total 215.45 2 Excavation in disintegrated rock and or soft rock of hard kankar or compacted murrum, dry

or moist including dressing & disposal of excavated material with initial lead of 30 m and lift of 1.5 M (30% of Total Excavation )

Total 215.45 3 Cenemt concrete well mixed in cement mortar ( 1 :4 :8) laid in position complete including

curing. Aggregate size up to 50mm HB

H.W. 1 16.00 3.00 0.30 14.40 H.W.E. 2 5.00 1.25 0.30 3.75 S.W. 4 3.80 1.00 0.30 4.56 Wing Wall 4 3.00 1.00 0.30 3.60 Toe Wall 1 16.00 0.45 0.30 2.16 Apron 1 16.00 1.80 0.30 8.64 Total (Cu.m.) 37.11 4 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation

H.W. 1 16.00 3.00 2.04 97.92

148

H.W.E. 2 5.00 1.25 0.90 11.25 S.W. 4 3.80 1.00 2.04 31.01 Wing Wall 4 3.00 1.00 2.04 24.48 Toe Wall 1 16.00 0.45 0.70 5.04 Total (Cu.m.) 169.70 5 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure

H.W. 1 16.00 2.00 1.50 48.00 H.W.E. 2 5.00 1.25 3.02 37.75 S.W. 4 3.80 1.00 2.34 35.49 Wing Wall 4 3.00 1.00 1.65 19.80 Toe Wall 1 16.00 0.45 0.45 3.24 Total (Cu.m.) 144.28 6 Stone kharanja in cement mortar (1:6) for bed floor including curring etc. complete

Total (Cu.m.) 1 16.00 1.80 28.80 7 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 16.00 1.50 24.00 H.W.E. 2 5.00 3.02 30.20 S.W. 4 3.80 2.34 35.49 Wing Wall 4 3.00 1.65 19.80 Toe Wall 2 16.00 0.45 14.40 Total (Cu.m.) 123.89 8 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick

H.W. 1 16.00 2.50 40.00 Total (Cu.m.) 40.00 9 Cement concrete coping in cement mortar (1:2:4) 75mm thick

H.W. 1 16.00 1.00 0.08 1.20 H.W.E. 2 5.00 0.60 0.08 0.45 S.W. 4 4.12 1.00 0.08 1.24 Wing Wall 4 3.00 1.00 0.08 0.90 Toe Wall 1 16.00 0.45 0.08 0.54 Apron 1 16.00 1.80 0.08 2.16

149

Total (Cu.m.) 6.49 10 Benching of Base and depositing the excavated material including dressing etc. complete

within in an initial lead of 50m & lift of 1.5 m

Total (Cu.m.) 0 0.00 8.60 0.15 0.00 11 E/W for bund / Excavation in dry or moist soilwith the help of ractor atteched with scraper

including laying in layer's of 15cm Breaking of clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually with the inintial lead of 30 mtr .and lift of 1.5 mtr (exluding charges of watering)with tractor 25 HP to 40 HP in (HARD SOIL)

0 0.00 4.80 3.02 0.00

Total (Cu.m.) 0.00

12 Compaction of E/W manually

Total (Cu.m.) 0.00

13 Dry stone pitching hammer dressed with packing of voids from smaal stones including all lifts in required profile of depth of 20 to 23 c.m.

Total (Cu.m.) 0 0.00 4.85 0.23 0.00 14 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead

including plaining of soil

Total (Cu.m.) 215.45

150

MATERIAL CONSUMPTION STATEMENT Name of Work: Construction WAISTE WEIR S.No. Particulars Qty. Cement

(Bags) Sand (Cum.)

Aggregate (Cum)

Stone (Cum.)

50 mm 20 mm

1 2 3 4 5 6 7 8 1 Cement concrete (1:4:8) Aggregate size up to 50mm (cum) 37.11 118.75 16.70 33.40

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

313.98 439.57 94.19 345.38

3 Cement Plaster (1:3) 25mm thick (Sq.m.) 123.89 27.75 3.96

4 Cement Plaster (1:3) 25mm thick (Sq.m.) 40.00 8.96 1.28

5 Stone kharanja in CM (1:6) (cum.) 28.80 51.84 10.66 34.56

6 Cement concrete coping (1:2:4) 75mm thick (cum.) 6.49 37.88 2.66 5.32

7 Dry Stone pitching (cum) 0.00 0.00 Total 684.75 129.45 33.40 5.32 379.94

Say= 34.24 M.T.

151

ABSTRACT OF COST Name of Work: Construction WAISTE WEIR

S. No. Particular Qty.

Rate Amount (Rs) Labour including

material Per Labour including

material

3 Excavation in disintegrated rock and of soft rock of hard kankar or compacted murrum. dry or moist including dressing & disposal of excavated material with initial lead of 30 M. and lift of 1.5 M.

215.45 112.84 112.84 Cum 24311.15 24311.15 4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including

curing. Aggregate size up to 40 mm.

37.11 393.58 2377.57 Cum 14605.75 88231.62 5 Random rubble stone manonary in cement sand mortor (1:6) for foundation

169.70 439.20 1895.97 Cum 74531.36 321742.32 6 Random rubble stone manonary in cement sand mortor (1:6) for super structure

144.28 439.20 1895.97 Cum 63368.65 273554.34 7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete

28.80 133.12 390.12 Sq.m. 3833.86 11235.46 8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

123.89 83.54 172.22 Sq.m. 10349.94 21336.68 9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick

6.49 389.38 3111.66 Cum 2525.58 20182.68 10 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

40.00 83.54 172.22 Sq.m. 3341.60 6888.80

152

11 Benching of Base and depositing the excavated material including dressing etc. complete within in an initial lead of 50m & lift of 1.5 m

0.00 4.38 72.96 Cum 0.00 0.00 12 E/W for bund / Excavation in dry or moist soil including laying in layer's of 15cm Breaking of

clods, sorting of grass pabbles etc. and dressing in required profile when compacted manually or by plain roller with initial lead of 30 M and leftt of 1.5 M (excluding charges of watering and compaction) in hard soil in O.M.

0.00 4.38 72.96 Cum 0.00 0.00 14 Compaction of E/W manually 0.00 19.92 20.82 Cum 0.00 0.00 16 Dry stone pitching hammer dressed with packing of voids from smaal stones including all

lifts in required profile of depth of 20 to 23 c.m.

0.00 215.00 1045.2 Cum 0.00 0.00 17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead

including plaining of soil 215.45 45.24 45.24 Cum 9746.87 9746.87

Total 206614.76 777229.9 Add for contingent exp 3% 23316.90 Grand Total 800546.8 Say Rs. 800500.0 Labour 206615 Material 593885 Say Rs. 8 lac

153

Name of Work: Construction WAISTE WEIR PLAN

Not to the scale (All dimensions in m.)

5.00 16.00 HWE 1.00 HEAD WALL 3.00 3.80 Apron S/W 1.80 T/W W/W 0.45 2.00 1

154

ESTIMATE Name of Work :Waiste Weir cum causway Length 10 m Thickness of wall in Foundation 1.6 m Top width of Wall 0.8 m Depth of Foundation 1.8 m C.C. 1:2:4 on causeway 0.15 m Minimum Hight of structure 1.2 m Maximum Hight of structure 1.5 m Distance between wall 2 m

S.No. Item No. L B H/D

Qnty.

1 Excavation in hard soil /O.M. & disposal of excavated material within initial lead of 50 m and lift of 1.5 m.

HW-U/S 1 10.00 1.80 1.80 32.4 HW-D/S 1 10.00 1.20 1.40 16.8 HWE-U/S(L) 1 5.00 1.00 1.80 9.00 HWE-U/S(R) 1 5.00 1.00 1.00 5.00 HWE-D/S(L) 1 6.00 1.00 0.90 5.40 HWE-D/S(R) 1 6.00 0.60 0.90 3.24 TOE WALL 1 10.00 0.60 0.90 5.40 SW-D/S 2 3.00 0.75 1.00 4.50 TANK BASE 2 2.50 2.50 0.60 7.50 APRON 1 10.0 2.9 0.45 13.05 TOTAL 102.29

155

H.S. Cu.m 102.29 - 2 Cement concrete well mixed in cement mortar 1:4:8 laid in position complete including

curing aggregate size up to 40mm(H.B.)

HW-U/P 1 10.00 1.80 0.15 2.70

HW-D/S 1 10.00 1.20 0.15 1.80 HWE-U/P(L) 1 5.00 1.00 0.15 0.75 HWE-U/P(R) 1 5.00 1.00 0.15 0.75 HWE-D/S(L) 1 6.00 1.00 0.15 0.90 HWE-D/S(R) 1 6.00 0.60 0.15 0.54 TOE WALL 1 10.00 0.60 0.15 0.90 SW-D/S 2

3.00 0.75 0.15 0.68 TANK BASE 2

2.50 2.50 0.15 1.88 APRON 1

10.0 2.9 0.15 4.35 TOTAL

cum 13.95

3 Random rubble stone masonary in cement sand mortar 1:6 for Foundation .

HW-U/P 1

10.00 1.80 1.65 29.70 HW-D/S 1

10.00 1.20 1.25 15.00 HWE-U/P(L) 1

5.00 1.00 1.65 8.25 HWE-U/P(R) 1

5.00 1.00 0.85 4.25 HWE-D/S(L) 1

6.00 1.00 0.75 4.50 HWE-D/S(R) 1

6.00 0.60 0.75 2.70 TOE WALL 1 10.00 0.60 0.75 4.50 SW-D/S 1

3.00 0.75 0.75 1.69

156

APRON 0 10.00 0.90 0.85 0.00 TANK BASE 2

2.50 2.40 0.45 5.40 cum 75.99 4 Random rubble stone masonary in cement sand mortar 1:6 for Super Structure.

HW-U/P 1

10.00 1.35 1.2 16.20 HW-D/S 1

10.00 1.0 1.2 12.00 HWE(L)U/S 1

5.00 0.9 0.9 4.05 HWE(R)-U/S 1

5.00 0.9 0.9 4.05 HWE(L)D/S 1

6.00 0.45 0.6 1.62 HWE(R)D/S 1

6.00 0.45 0.6 1.62 TOE WALL 1

10.00 0.45 0.3 1.35 SW-D/S 2

3.00 0.6 1.47 5.29 TANK BASE 2

6.25 0.8 1.2 12.00 TOTAL cum 52.51 5 rehandling of excavated earth70% of item no 1 61.37 6 filling of earth (up to 5 km) 1 12.00 3.5 0.15 6.30 1 12.00 3.5 0.15 6.30 cum 12.60 7 Dry stone kharanja0.23cm thick

1 10.00 2.90 29.00

1 10.00 2.65 26.50

157

total Sqm 55.50 8 Cement concrete well mixed in cement mortar 1:1.5:3 laid in position complete including

curing aggregate size up to 20mm

HW(on top of road) 1 10.00 4.87 0.15 7.31

9 Cement concrete well mixed in cement mortar 1:2:4 laid in position complete including curing aggregate size up to 20mm

HWE(L)U/S 1 5.00 0.80 0.10 0.40

HWE®U/S 1 5.00 0.80 0.10 0.40

HWE(L)D/S 1 6.00 0.80 0.10 0.48

HWE®D/S 1 6.00 0.80 0.10 0.48

TANK BASE 2 1.20 1.20 0.10 0.29

TOE WALL 1 10.00 0.45 0.10 0.45

APRON 1 10.00 2.25 0.10 2.25

TOTAL cum 4.75

10 Cement plaster inc.m.1:6 (20mm) thik HW-U/S 1 10.00 - 1.20 12.00 HW-D/S 1 10.00 1.20 12.00 HWE-(L)U/S 1 5.00 0.90 4.50 HWE-®U/S 1 5.00 0.90 4.50 HWE-(L)D/S 1 6.00 0.60 3.60 HWE-®D/S 1 6.00 0.60 3.60 TOE WALL 2 10.00 0.30 3.00 TANK BASE 2 7.50 1.20 9.00 Sqm 52.20

158

11 Supply & fixing of Rcc hume pipe NP3 ,900 mm nominal size

4 2.50 Rmtr 10.00

Total

ABSTRACT OF COST S.No. Item unite Qnty. unskilled labour complete rate unskilied amt labour amt complete rate

1 Excavation in hard soil /O.M. & disposal of excavated material within initial lead of 50 m and lift of 1.5 m.

H.S. Total

Cu.m

102.29

102.92 112.84 112.84 10527.687 11542.404 11,542.40 2 Cement concrete well mixed in cement mortar 1:4:8 laid in

position complete including curing aggregate size up to 40mm(H.B.)

0 0 - HW-U/P Cu.m 13.95 353.58 393.58 2377.57 4932.441 5490.441 33,167.10 3 Random rubble stone masonary in cement sand mortar 1:6

for Foundation .

0 0 - HW-U/P Cu.m 75.99 199.20 439.20 1895.97 15136.71 33373.71 144,070.02 4 Random rubble stone masonary in cement sand mortar 1:6

for Super Structure.

0 0 - total Cu.m 52.51 199.20 439.20 1895.97 10460.39 23063.27 99,561.18 5 Rehandling of earth 0 0 -

Cu.m 61.37 41.50 45.24 45.24 2547.021 2776.5598 2,776.56

159

6 filling of earth (up to 5 km) Cu.m 12.60 0.00 0.00 225.54 0 0 2,841.80

7 Dry stone kharanja0.23cm thick total Sqm 55.50 49.80 129.80 321.15 2763.9 7203.9 17,823.83 8 Cement concrete well mixed in cement mortar 1:1.5:3 laid

in position complete including curing aggregate size up to 20mm

0 0 - total Cum. 7.31 303.78 389.38 3498.95 2219.1129 2844.4209 25,559.83

9 Cement concrete well mixed in cement mortar 1:2:4 laid in position complete including curing aggregate size up to

20mm

Cum. 4.75 303.78 389.38 3111.06 1442.3474 1848.7762 14,771.31

10 Cement plaster inc.m.1:6 (20mm) Sqm 52.20 26.56 50.56 102.60 1386.432 2639.232 5,355.72

11 Supply & fixing of Rcc hume pipe NP3 ,900 mm nominal size

Rmtr 10.00 44.27 59.71 4228.00 442.7 597.1 42,280.00

TOTAL 51858.74 91379.81 399,749.75 Total 399,749.75 labour 91,379.81 material 308,369.94

add 3% cont. 9,251.10

TOTAL 409,000.9

Say Rs 4.09 lakh

160

MATERIAL CONSUMPTION STATEMENT

S.No. Particulars Qty. Cement

(Bags) Sand (Cum.)

Aggregate (Cum) Stone (Cum.)

40 mm 20 mm 1 2 3 4 5 6 7 8

1 Cement concrete (1:4:8) Aggregate size up to 40mm (cum)

13.95 44.64 6.28 12.56 0.00

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

128.50 179.90 38.55 0.00 0.00 141.35

3 Cement Plaster (1:4) 25mm thick (Sq.m.) 52.20 11.69 1.67 0.00 0.00 0.00

4 Raised and cut pointing in CM (1:3) (Sq.m.) 0.00 0.00 0.00 0.00 0.00 0.00

5 DRY Stone kharanja in (CUM.) 55.50 0.00 0.00 0.00 0.00 12.77

6 Cement concrete (1:1.5:3) 7.31 53.55 2.85 0.00 5.70 8.04

7 Cement concrete coping (1:2:4) 100mm thick (cum.) 8.22 48.00 3.37 0.00 6.74 0.00

Total 337.78 52.72 12.56 12.44 162.15

161

ESTIMATE Name of Work :Waiste weir cum causway Length 12 m Thickness of wall in Foundation 1.6 m Top width of Wall 0.8 m Depth of Foundation 1.8 m C.C. 1:2:4 on causeway 0.15 m Minimum Hight of structure 1.2 m Maximum Hight of structure 1.5 m Distance between wall 2 m

B.S.R. Used-2014 : G. K. N.-2010

S.No. Item No. L B H/D

Qnty.

1 Excavation in hard soil /O.M. & disposal of excavated material within initial lead of 50 m and lift of 1.5 m.

HW-U/S 1 12.00 1.80 1.80 38.88 HW-D/S 1 12.00 1.20 1.40 20.16 HWE-U/S(L) 1 5.00 1.00 1.80 9.00 HWE-U/S(R) 1 5.00 1.00 1.00 5.00 HWE-D/S(L) 1 6.00 1.00 0.90 5.40 HWE-D/S(R) 1 6.00 0.60 0.90 3.24 TOE WALL 1 12.00 0.60 0.90 6.48 SW-D/S 2 3.00 0.75 1.00 4.50 TANK BASE 2 2.50 2.50 0.60 7.50 APRON 1 12.0 2.9 0.45 15.66 TOTAL 115.82

162

H.S. Cu.m 115.82 - 2 Cement concrete well mixed in cement mortar 1:4:8 laid in position complete including curing

aggregate size up to 40mm(H.B.)

HW-U/P 1 12.00 1.80 0.15 3.24

HW-D/S 1 12.00 1.20 0.15 2.16 HWE-U/P(L) 1 5.00 1.00 0.15 0.75 HWE-U/P(R) 1 5.00 1.00 0.15 0.75 HWE-D/S(L) 1 6.00 1.00 0.15 0.90 HWE-D/S(R) 1 6.00 0.60 0.15 0.54 TOE WALL 1 12.00 0.60 0.15 1.08 SW-D/S 2

3.00 0.75 0.15 0.68 TANK BASE 2

2.50 2.50 0.15 1.88 APRON 1

12.0 2.9 0.15 5.22 TOTAL

cum 15.90

3 Random rubble stone masonary in cement sand mortar 1:6 for Foundation .

HW-U/P 1

12.00 1.80 1.65 35.64 HW-D/S 1

12.00 1.20 1.25 18.00 HWE-U/P(L) 1

5.00 1.00 1.65 8.25 HWE-U/P(R) 1

5.00 1.00 0.85 4.25 HWE-D/S(L) 1

6.00 1.00 0.75 4.50 HWE-D/S(R) 1

6.00 0.60 0.75 2.70 TOE WALL 1 12.00 0.60 0.75 5.40

163

SW-D/S 1 3.00 0.75 0.75 1.69

APRON 0 12.00 0.90 0.85 0.00 TANK BASE 4

2.50 2.40 0.45 10.80 cum 91.23 4 Random rubble stone masonary in cement sand mortar 1:6 for Super Structure.

HW-U/P 1

12.00 1.35 1.2 19.44 HW-D/S 1

12.00 1.0 1.2 14.40 HWE(L)U/S 1

5.00 0.9 0.9 4.05 HWE(R)-U/S 1

5.00 0.9 0.9 4.05 HWE(L)D/S 1

6.00 0.45 0.6 1.62 HWE(R)D/S 1

6.00 0.45 0.6 1.62 TOE WALL 1

12.00 0.45 0.3 1.62 SW-D/S 2

3.00 0.6 1.47 5.29 TANK BASE 4

6.25 0.8 1.2 24.00 TOTAL cum 70.42 5 rehandling of excavated earth70% of item no 1 69.49 6 filling of earth (up to 5 km) 1 12.00 3.5 0.15 6.30

1 12.00 3.5 0.15 6.30 cum 12.60 7 Dry stone kharanja0.23cm thick

164

1 12.00 2.90 34.80

1 12.00 2.65 31.80

total Sqm 66.60 8 Cement concrete well mixed in cement mortar 1:1.5:3 laid in position complete including curing

aggregate size up to 20mm

HW(on top of road) 1 12.00 4.87 0.15 8.77

9 Cement concrete well mixed in cement mortar 1:2:4 laid in position complete including curing aggregate size up to 20mm

HWE(L)U/S 1 5.00 0.80 0.10 0.40

HWE®U/S 1 5.00 0.80 0.10 0.40

HWE(L)D/S 1 6.00 0.80 0.10 0.48

HWE®D/S 1 6.00 0.80 0.10 0.48

TANK BASE 2 1.20 1.20 0.10 0.29

TOE WALL 1 12.00 0.45 0.10 0.54

APRON 1 12.00 2.25 0.10 2.70

TOTAL cum 5.29

10 Cement plaster inc.m.1:6 (20mm) thik HW-U/S 1 12.00 - 1.20 14.40 HW-D/S 1 12.00 1.20 14.40 HWE-(L)U/S 1 5.00 0.90 4.50 HWE-®U/S 1 5.00 0.90 4.50 HWE-(L)D/S 1 6.00 0.60 3.60 HWE-®D/S 1 6.00 0.60 3.60 TOE WALL 2 12.00 0.30 3.60 TANK BASE 4 7.50 1.20 9.00

165

Sqm 57.60 11 Supply & fixing of Rcc hume pipe

NP3 ,900 mm nominal size 8 2.50 Rmtr

20.00

Total

ABSTRACT OF COST S.No. Item unite Qnty. unskilled labour complete rate unskilied amt labour amt complete rate

1 Excavation in hard soil /O.M. & disposal of excavated material within initial lead of 50 m and lift of 1.5 m.

H.S. Total

Cu.m

115.82

102.92 112.84 112.84 11920.194 13069.129 13,069.13 2 Cement concrete well mixed in cement mortar

1:4:8 laid in position complete including curing aggregate size up to 40mm(H.B.)

0 0 - HW-U/P Cu.m 15.90 353.58 393.58 2377.57 5621.922 6257.922 37,803.36 3 Random rubble stone masonary in cement sand

mortar 1:6 for Foundation .

0 0 - HW-U/P Cu.m 91.23 199.20 439.20 1895.97 18172.518 40067.118 172,964.60 4 Random rubble stone masonary in cement sand

mortar 1:6 for Super Structure.

0 0 - total Cu.m 70.42 199.20 439.20 1895.97 14028.062 30929.342 133,518.00 5 Rehandling of earth 0 0 -

Cu.m 69.49 41.50 45.24 45.24 2883.918 3143.8181 3,143.82

166

6 filling of earth (up to 5 km) Cu.m 12.60 0.00 0.00 225.54 0 0 2,841.80

7 Dry stone kharanja0.23cm thick total Sqm 66.60 49.80 129.80 321.15 3316.68 8644.68 21,388.59 8 Cement concrete well mixed in cement mortar

1:1.5:3 laid in position complete including curing aggregate size up to 20mm

0 0 - total Cum. 8.77 303.78 389.38 3498.95 2662.9355 3413.3051 30,671.80

9 Cement concrete well mixed in cement mortar 1:2:4 laid in position complete including curing

aggregate size up to 20mm

Cum. 5.29 303.78 389.38 3111.06 1606.3886 2059.0414 16,451.29

10 Cement plaster inc.m.1:6 (20mm) Sqm 57.60 26.56 50.56 102.60 1529.856 2912.256 5,909.76

11 Supply & fixing of Rcc hume pipe NP3 ,900 mm nominal size

Rmtr 20.00 44.27 59.71 4228.00 885.4 1194.2 84,560.00

TOTAL 62627.87 111690.81 522,322.15 Total 522,322.15 labour 111,690.81 material 410,631.34

add 3% cont. 12,318.94

TOTAL 534,641.1

Say Rs 5.34 lac

167

MATERIAL CONSUMPTION STATEMENT

S.No. Particulars Qty. Cement

(Bags) Sand (Cum.)

Aggregate (Cum) Stone (Cum.)

40 mm 20 mm 1 2 3 4 5 6 7 8

1 Cement concrete (1:4:8) Aggregate size up to 40mm (cum)

15.90 50.88 7.16 14.31 0.00

2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)

161.65 226.31 48.49 0.00 0.00 177.81

3 Cement Plaster (1:4) 25mm thick (Sq.m.) 57.60 12.90 1.84 0.00 0.00 0.00

4 Raised and cut pointing in CM (1:3) (Sq.m.) 0.00 0.00 0.00 0.00 0.00 0.00

5 DRY Stone kharanja in (CUM.) 66.60 0.00 0.00 0.00 0.00 15.32

6 Cement concrete (1:1.5:3) 8.77 64.25 3.42 0.00 6.84 9.64

7 Cement concrete coping (1:2:4) 100mm thick (cum.) 8.22 48.00 3.37 0.00 6.74 0.00

Total 402.35 64.28 14.31 13.58 202.78

168

,LVhesV vkWQ Mk;otZu psuy -:foLrr rdehuk:-

iapk;r lfefr % fpÙkkSM+x<+

Assumptions :

For areas having 2% slope, in Hard / Murram soils

TW 2.90 m Depth 1.00 m

BW 0.90 m Length considered 100 m

Channel section may vary as per catchment area and specific site condition

Ø-l- dk;Z fooj.k ek=k bdkbZ nj jkf'k

Je

dqy Je dqy

1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;ZA (Item No 157 )

0 100 0 m 66.4 69.39 0.00 0.00

2 taxy dh lQkbZ] Hkkjh >kfM+;ksa rFkk 30 ls-eh- yisV rd ds ikS/kksa dks dkVus lesrA (Item No 96 )

1 100 2.90 290.00 m2 1.66 1.67 481.40 484.30 3 uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z] [kqnh gqbZ feêh dk fuLrkj.k rFkk

lery djukA (by JCB)

1 100 1.90 1.00 190.00 m3 10.79 71 2050.10 13490.00 4

Vegitation work 600.00

;ksx 2531.50 14574.30 tksM+s 3 % dfUVutsalh - 437.23

dqy ;ksx 15011.53 ykxr Je en esa ------------- 2531.50

ykxr lkexzh en esa ------------- 12478.50

dqy nj izfr 100 jfuax

ehVj 15010.00

169

Longitudinal slope of 2%

Bund in D/s side

G.L. 2.90 M

G. L. 1 : 1

1.00

0.90

1. Channel section as per design enclosed.

170

rdehuk dk;Z dk uke %& Mx vkmV dk fuekZ.k dk;ZA ftyk ifj"kn~ fpRrkSM+x<+&nj vuqlwph 2014

isUns dh pkSM+kbZ 7.00 ehVj

Åij dh pkSM+kbZ 11.00 ehVj xgjkbZ 2.00 ehVj

dz- la-

fooj.k bdkbZ ek=k

nj jkf'k ¼:-esa½

Je lkexzh lfgr Je lkexzh lfgr

1 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

isans d

k {ks=Qy

Åij

dk {ks=

Qy

vkSl

r {ks=Qy

mapkbZ@

xgj

kbZ ek=k

49 121 85 2 170 ?ku ehVj 170 113 113 19183 19183

2 uksfpax }kjk okfudh ikS/kks dh cqokbZ ¼cht mipkj lfgr½ 100 uksfpax 55 149 156 82.17 85.87

171

3 Dry stone pitching hammer dressed with packing of voids from smaal stones including all lifts in required profile of depth of 20 to 23 c.m.

1 11 1 0 2.5 ?ku

ehVj

2.53 215 1045 543.95 2644.36 3 Cost of seed -L

S 0.00 50.00 0.00 50.00

;ksx 19809 21963 mi ;ksx 21963

dUVhtsUlh 3 izfr'kr 659 dqy ;ksx 22622

Say.Rs. 22600 Je 19809

lkexzh 2791 ;ksx 22600

172

rdehuk

dk;Z dk uke %& pkjkxkg fodkl dk;Z

dk;Z fooj.k 1 Hkwfe dk {ks=Qy

20 gSDVj

1.80

2 Hkwfe dh lhek dh yEckbZ

3000 ehVj

1.20 3 lhek Mksyh dk {ks=Qy ¼dzkWl lsD'ku½

1.440 oxZ eh-

4 dUVwj Qjks dh yEckbZ

12000 ehVj

0.60

DCB 5 dUVwj Qjks dk {ks=Qy ¼dzkWl lsD'ku½

0.18 oxZ eh-

0.60

5 iks/kksa dh la[;k

8000 la[;k

0.20

6 lhek Mksyh ij rhu drkjks es chtkjksi.k

18000 la[;k

Contour Furrow

dz-la-

fooj.k bdkbZ ek=k nj jkf'k ¼:-esa½

la[;k yEckbZ pkSM+kbZ xgjkbZ ek=k

Je lkexzh lfgr Je

lkexzh lfgr

1 MEihysoy@,&Qzse }kjk 8&15 ehVj nwjh ij dUVwj ykbZu dk ysvkmV nsuk 100

ehVj 1 12000 12000 16.60 17.35 1992.00 2082.00

2 Mkx csfyax dk dk;Z 2-5 ls 5-0 lseh xgjkbZ

i lhek Mksyh (Ditch cum Bund) 100 ehVj 3 3000 9000 66.40 69.39 5976.00 6245.10

ii dUVwj Qjks

100 ehVj 2 12000 24000 66.40 69.39 15936.00 16653.60

3 lhek Mksyh (Ditch cum Bund) fuekZ.k gsrq uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z] by tractor,[kqnh gqbZ feêh dk fuLrkj.k rFkk lery djukA

173

i dBksj feV~Vh esa ?k-eh- 1 3000 0.44 1320 55.83 0.00 73695.60

ii

fo?kfVr pV~Vku@eqjZe

?k-eh- 1 3000 1.00 3000 71.00 0.00 213000.00 4 dUVwj Qjks fuekZ.k gsrq uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z] [kqnh gqbZ

feêh dk fuLrkj.k rFkk lery djukA

i dBksj feV~Vh esa ?k-eh- 1 12000 0.18 72 3.90 64.91 280.80 4673.52

ii fo?kfVr pV~Vku@eqjZe ?k-eh- 1 12000 0 0 0.00 0.00 0.00 0.00

5 ikS/kksa dh ykxr la[;k 9600 9600 0 6.29 0.00 60384.00

6 ikS/kkjksi.k dk;Z

1 45x45x45 lsehs uki ds xM~<+s djuk i dBksj feV~Vh esa la[;k 2400 2400 8.30 8.34 19920.00 20016.00 ii dadj@ eqje feV~Vh esa la[;k 7200 7200 16.43 16.51 118296.00 118872.00 2 ikS/kks dk okgu }kjk ifjogu 10 fdeh- rd 1000

ikS/kksa 9600 9600 0.00 802.22 0.00 7701.31

3 flMfyx dh p<+kbZ o mrjkbZ dk;ZA

la[;k 9600 9600 0.45 0.47 4320.00 4512.00

3 ikS/kkjksi.k djuk la[;k

dBksj feV~Vh esa la[;k 2400 2400 3.65 3.65 8760.00 8760.00

dadj@ eqje feV~Vh esa la[;k 7200 7200 4.48 4.48 32256.00 32256.00

4 Fkkoyk cukukA de ls de 50 ls- eh-v)ZO;kl dk

dBksj feV~Vh esa la[;k 2400

2400 2.16 2.16 5184.00 5184.00

dadj@ eqje feV~Vh esa la[;k 7200 7200 2.99 2.99 21528.00 21528.00

5

ikuh dk ifjogu 4000/Par tankar yhVj

360

360 0 250.00 0.00 90000.00

174

6 ikS/kks dks miyC/k ikuh fiykuk (12 times) la[;k 96000 96000 2.16 2.16 207360.00 207360.00

7

iks/kksa fuMkbZ xqMkbZ djukA 15 ls-eh- xgjkbZ rd rFkk 45 ls- eh- v)ZO;kl rd ( two times )

la[;k 16000 16000 1.49 1.49 23840.00 23840.00 7

lhek Mksyh (Ditch cum Bund) uksfpax }kjk okfudh ikS/kks dh cqokbZ ¼cht mipkj lfgr½

100 ukspst

18000 18000 149.40 156.12 26892.00 28101.60

8 c.M @ QjksZ ij ?kkl chtks dh cqokbZ ¼?kkl ,oa okfudh cht izkslksfi;l @ ikfdWax lksfu;k vkfn½ 100

ehVj 12000 12000 83.00 86.74 9960.00 10408.80 9 okfudh cht dh

fder¼cktkj nj ls½ fd-xzk- 22.5 22.5 0 25.00 0.00 562.50

10

?kkl cht dh fder ¼/kke.k] LVkbZyksa bR;kfn½ ¼cktkj nj ls½ fd-xzk- 128 128 0 50.00 0.00 6400.00 11

cht mipkj isysV cukus ¼fNMdko½ cht nj 6& 8 fdyks @ gS- fd-xzk- 128 128 21.58 22.55 2762.24 2886.40

12 vksojflfMax vkWaQ ?kkl cht feV~Vh mipkj ¼VSDVj½ cht oqokbZ nj 6&8 fdyks @ gS0 gS0

14 14 83.00 686.74 1162.00 9614.36 13

pkSdhnkjh dk;Z ifj;kstuk lekfIr rd¼rhu o"kZ rd½ Nos 2190

2190 166.00 166.00 363540.00 363540.00 mi ;ksx 869965.04 1338276.79

dUVhtsUlh 3 izfr'kr 40148.30

dqy ;ksx 869965.04 1378425.10

Say.Rs. 1378400

Je 870000

lkexzh 508400

;ksx 1378400

say

69000/-

175

Model Estimate SUNKEN PIT IN GULLYS

MODEL CALCULATION : Quantities and cost calculation made for 1.0 m depth of sunken pit in Nalas (Gullys). Name of watershed - IWMP 19 length 7.00 M Name of P.S. GANGRAR breadth 5.00 M Total number of Structure 1 Sl

No. Description of items No.s Length(L) mts.

Breadth(B) mts.

Depth(D) mts.

Quantities cum.

Rate per cum

labour amount total

Amount labour

1 2 3 4 5 6 7 8 9 10 11

1 15 ls-eh- rd vkSlr feêh dkV dj] tehu dh lrg dks laokjuk ( Dressing) rFkk ouLifr rFkk NksVs iks/kks dks gVkuk rFkk rqPN inkFkZ vkSj dwM+k djdV dks 1-5 ehVj mB+ku rFkk 50 ehVj nwjh rd MkyukAl[r feêh

1 7.00 5.00 1 52.5 6.26 6.19 328.65 324.975

2

uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

0 0

l[r] fpduh] dadj feêh esa 1 7.00 5.00 1 24 110.81 101.06 2659.44 2425.44

176

3 [kqnh gqbZ feV~Vh ds dksEisD'ku dk dk;Z ¼ekuo Je }kjk fcuk xhyk fd;s½ 24 20.44 19.56 490.56 469.44

4 15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfÙkZ ds lkFkA 1 7.00 0.8 0.2 1.12 1043.69 81.5 1168.933 91.28

5 Cost of seed -L S

15.00

5.00 0

6

uksfpax }kjk okfudh ikS/kks dh cqokbZ ¼cht mipkj lfgr½

21 153.30 146.70 3219.3 3080.7

Total 7872 6403

dUVhtsUlh 3izfr'kr 236

Total 8108

say 8100

Note :- One silt trap is provided at the rate of one for 3 pits.

Cost of One Structure

8100

Total number of Structure

1

Total Cost

8100

Labour Amount

6403

Material Amount

1697

0

177

Model Estimate SUNKEN PIT IN GULLYS

MODEL CALCULATION : Quantities and cost calculation made for 1.0 m depth of sunken pit in Nalas (Gullys).

Name of watershed - IWMP 19 length 6.00 M Name of P.S. Gangrar breadth 3.00 M Total number of Structure 1

Sl No. Description of items No.s Length(L)

mts. Breadth(B)

mts. Depth(D)

mts. Quantities

cum.

Rate per cum

labour amount total

Amount labour

1 2 3 4 5 6 7 8 9 10 11

1

15 ls-eh- rd vkSlr feêh dkV dj] tehu dh lrg dks laokjuk ( Dressing) rFkk ouLifr rFkk NksVs iks/kks dks gVkuk rFkk rqPN

inkFkZ vkSj dwM+k djdV dks 1-5 ehVj mB+ku rFkk 50 ehVj nwjh rd MkyukAl[r feêh

1 6.00 3.00 1 27 6.26 6.19 169.02 167.13

2

uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

0 0

l[r] fpduh] dadj feêh esa 1 6.00 3.00 1 9 110.81 101.06 997.29 909.54

178

3 [kqnh gqbZ feV~Vh ds dksEisD'ku dk dk;Z ¼ekuo Je }kjk fcuk xhyk fd;s½ 9 20.44 19.56 183.96 176.04

4 15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfÙkZ ds lkFkA 1 6.00 0.8 0.2 0.96 1043.69 81.5 1001.94 78.24

5 Cost of seed -L S

15.00

5.00 0

6 uksfpax }kjk okfudh ikS/kks dh cqokbZ ¼cht mipkj lfgr½

18 153.30 146.70 2759.4 2640.6

Total 5117 3983

dUVhtsUlh 3izfr'kr 153

Total 5270

say 5300

Note :- One silt trap is provided at the rate of one for 3 pits.

Cost of One Structure 5300

Total number of Structure 1

Total Cost

5300

Labour Amount

3983

Material Amount

1317

0

179

Model Estimate SUNKEN PIT IN GULLYS

MODEL CALCULATION : Quantities and cost calculation made for 1.0 m depth of sunken pit in Nalas (Gullys).

Name of watershed - IWMP 19 length 7.00 M Name of P.S. Gangrar breadth 4.00 M Total number of Structure 1

Sl No. Description of items No.s Length(L)

mts. Breadth(B)

mts. Depth(D)

mts. Quantities

cum.

Rate per cum

labour amount total

Amount labour

1 2 3 4 5 6 7 8 9 10 11

1

15 ls-eh- rd vkSlr feêh dkV dj] tehu dh lrg dks laokjuk ( Dressing) rFkk ouLifr

rFkk NksVs iks/kks dks gVkuk rFkk rqPN inkFkZ vkSj dwM+k djdV dks 1-5 ehVj mB+ku rFkk 50 ehVj nwjh rd

MkyukAl[r feêh

1 7.00 4.00 1 42 6.26 6.19 262.92 259.98

2

uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

0 0

l[r] fpduh] dadj feêh esa 1 7.00 4.00 1 16.5 110.81 101.06 1828.37 1667.49

180

3 [kqnh gqbZ feV~Vh ds dksEisD'ku dk dk;Z ¼ekuo Je }kjk fcuk xhyk fd;s½ 16.5 20.44 19.56 337.26 322.74

4 15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfÙkZ ds lkFkA 1 7.00 0.8 0.2 1.12 1043.69 81.5 1168.93 91.28

5 Cost of seed -L S

15.00

5.00 0

6 uksfpax }kjk okfudh ikS/kk s dh cqokbZ ¼cht mipkj lfgr½

21 153.30 146.70 3219.3 3080.7

Total 6822 5433

dUVhtsUlh 3izfr'kr 205

Total 7026

say 7000

Note :- One silt trap is provided at the rate of one for 3 pits.

Cost of One Structure

7000

Total number of Structure 1

Total Cost

7000

Labour Amount

5433

Material Amount

1567

0

181

Model Estimate SUNKEN PIT IN GULLYS

MODEL CALCULATION : Quantities and cost calculation made for 1.0 m depth of sunken pit in Nalas (Gullys). Name of watershed - IWMP 19 length 8.00 M Name of P.S. Gangrar breadth 5.00 M Total number of Structure 1 Sl No. Description of items No.s Length(L)

mts. Breadth(B)

mts. Depth(D)

mts. Quantities

cum. Rate per cum labour amount total

Amount labour

1 2 3 4 5 6 7 8 9 10 11

1

15 ls-eh- rd vkSlr feêh dkV dj] tehu dh lrg dks laokjuk ( Dressing) rFkk ouLifr rFkk NksVs iks/kk s dks gVkuk rFkk rqPN inkFkZ vkSj dwM+k djdV dks 1-5 ehVj mB+ku rFkk 50 ehVj nwjh rd MkyukAl[r

feêh

1 8.00 5.00 1 60 6.26 6.19 375.6 371.4

2

uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

0 0

l[r] fpduh] dadj feêh esa 1 8.00 5.00 1 26 110.81 101.06 2881.06 2627.56

182

3 [kqnh gqbZ feV~Vh ds dksEisD'ku dk dk;Z ¼ekuo Je }kjk fcuk xhyk fd;s½ 26 20.44 19.56 531.44 508.56

4 15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq,

,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfÙkZ ds lkFkA

1 8.00 0.8 0.2 1.28 1043.69 81.5 1335.92 104.32

5 Cost of seed -L S

15.00

5.00 0

6 uksfpax }kjk okfudh ikS/kk s dh cqokbZ ¼cht mipkj lfgr½

24 153.30 146.70 3679.2 3520.8

Total 8808 7144

dUVhtsUlh 3izfr'kr 264

Total 9072

say 9000

Note :- One silt trap is provided at the rate of one for 3 pits.

Cost of One Structure

9000

Total number of Structure 1

Total Cost

9000

Labour Amount

7144

Material Amount

1856

0

183

-:foLrr rdehuk:-

dk;Z dk uke %

LVSxMZ VªSap fuekZ.k

iapk;r lfefr % --------------------------------------------------

xzke iapk;r % --------------------------------------- xzke % ------------------------------------------------------------------------

dk;Z dk LFkku % --------------------------------------

Assumptions: 1. Nos. Per Hect : 125 Nos 3. Width : 0.60 m 2. Length : 4.00 m 4. Depth : 0.60 m

Ø-l- dk;Z fooj.k bdkbZ ek=k nj jkf'k

Je dqy Je dqy

LVsxMZ VªsaUpst fuek.kZ dk;Z ¼800 jfuax ehVj Áfr gSDVj½ 1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;ZA (Item No 157 )

2 125 4.00 = 1000 Mtr 0.66 0.69 660.00 690.00 2 uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z] [kqnh gqbZ feêh dk fuLrkj.k rFkk lery djukA

125 4.00 0.60 0.60 180.00 Cum ¼v½ l[r feêh esa 30% 54.00 Cum 112.84 112.84 6093.36 6093.36 ¼c½ eqjZe 70% 126.00 Cum 164.82 164.82 20767.32 20767.32 ¼c½ fo?kfVr pêku 0% 0.00 Cum 93.00 99.00 0.00 0.00

3 taxykrh cht dh uskfpax@fMcÇYkx dj cqokbZ djukA (Item No.159)

125 2 4.00 8000 Notch 0.14 0.15 1120.00 1200.00

184

4 taxykrh cht lIykbZ djukA 12 Kg L.S. 300.00

;ksx 28640.68 29050.68 tksM+s 3 % dfUVutsalh - 871.52

dqy ;ksx 28640.68 29922.20 ykxr Je en esa ------------- 95.7% 28640.00

ykxr lkexzh en esa ------------- 4.3% 1280.00

dqy ykxr izfr gSDVj 29920.00

SAY 30000/ha.

4M

4M 4M

185

v/;k;&8 layXud

Ikfj;kstuk dk LFkku@yksds’ku & ftyk] iapk;r lfefr] xkao] tyxzg.k ykds’ku uD’kk

Ikfj;kstuk {ks= dk uD’kk ¼jktLo uD’ks ij ifj;kstuk dh ckm.Mjh dk vadu gS½

lgHkkxh xzkeh.k vH;kl ¼QksVksxzkQ ,oa isij ij fp=.k ds lkFk½

mipkj uD’kk ¼izLrkfor dk;ksZa dk vadu djsa½

jktLOk uD’ks dks tyxzg.k ij vkPNknu fd;k x;k uD’kkA

Hkwfe mi;ksx ,oa Hkwfe vkPNknu uD’kkA

orZeku esa fLFkr ty lajpukvksa dks n’kkZus okyk uD’kkA

mPPk fjlksY;w’ku dk nwj laosnh mixzg dk vkadM+k A

vuqca/k ds i= %& izos’k fcUnq dk;ksZa ds vuqeksnu gsrq dh xbZ xzke lHkk dh cSBd dk;Zokgh dk fooj.kA

tyxzg.k desVh xBu gsrq dh xbZ xzke lHkk dh cSBd dk;Zokgh dk fooj.kA

foLrr ifj;kstuk izfrosnu ds vuqeksnu gsrq dh xbZ xzke lHkk dh cSBd dk;Zokgh dk fooj.kA

ih0vkbZ0,0 % lgk;d vfHk;Urk tyxzg.k fodkl ,oa Hkw laj{k.k iapk;r lfefr %xaxjkj

Ikfj;kstuk izca/kd ftyk lSy o MkVk lSaVj ftyk fpRrkSM+x<

186

187

188