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