izekf.kr fd;k tkr gs fd v/kksglrkk{kjdrkz }kjk {ks= dh vko’;drk...
TRANSCRIPT
jktLFkku ljdkj
xzkeh.k fodkl ,oa iapk;rh jkt foHkkx
¼tyxzg.k fodkl ,oa Hkw laj{k.k½
Ikfj;kstuk dk uke % IWMP-12 (VksMk) Ikfj;kstuk dk izHkkoh {ks=Qy % 5180 gSDVs;j
Ykkxr izfr gSDVs;j % 15000@&
Ikfj;kstuk dh ykxr¼yk[k :Ik;s esa½ % 777-0 yk[k
Iakpk;r lfefr % uhedkFkkuk
ftyk % lhdj
ih0vkbZ0,0 lgk;d vfHk;Urk
tyxzg.k fodkl ,oa Hkw laj{k.k
iapk;r lfefr [k.Msyk
Ikfj;kstuk izca/kd
tyxzg.k lSy o MkVk lSaVj
ftyk ifj"kn lhdj
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; Hkkxhnkjh jgh
gS ,oa tyxzg.k desVh ds ijke’kZ esa tyxzg.k ifj;kstuk dk foLr`r ifj;kstuk izfrosnu rS;kj fd;k
x;k gSA xzke lHkk ls tyxzg.k ifj;kstuk ds Iyku ,oa foLr`r ifj;kstuk izfrosnu dk vuqeksnu izkIr
dj fy;k x;k gSA tyxzg.k ifj;kstuk VksMk iapk;r lfefr uhedkFkkuk ftyk lhdj dk Iyku ,oa
foLrr ifj;kstuk izfrosnu rduhdh :i ls lgh] mfpr ,oa mi;ksxh gS ,oa bldk fdz;kUo;u o"kZ
2011&12 ls 2017&18 dh vof/k esa fd;k tkosxkA o"kZ 2011&12 esa Lohd`r vkbZ0MCY;w0,e0ih0 &12
ia-l uhedkFkkuk ftyk lhdj ifj;kstuk dks Iyku ,oa Mh0ih0vkj rduhdh :i ls mi;qDRk gSA
milfefr
tyxzg.k
gLrk{kj lfpo gLrk{kj v/;{k gLrk{kj ljiap
VksMk
nhikokl
fpiykVk
Ekksdyokl&
>fj.Mk
Lkkaoyiqjk&
raojku
MCY;w-Mh-Vh-lnL; MCY;w-Mh-Vh-lnL; MCY;w-Mh-Vh-lnL; MCY;w-Mh-Vh-lnL;
¼vfHk;kaf=dh½ ¼i'kqikyu½ ¼d`f"k½ ¼thfodksiktZu½
ih0vkbZ0,0 Lkgk;d vfHk;Urk Ikfj;kstuk izca/kd
iapk;r lfefr [k.Msyk MCY;w-lh-Mh-lh- ftyk&lhdj
foLr`r ifj;kstuk izfrosnu
fo"k;&lwph
S.No Page no.
(i). v/;k;&1 ifj;kstuk {ks= dk ifjp;
1.1. ifj;kstuk dk LFkku
1.2. Tkyxzg.k ifj;kstuk dh lkekU; fo’ks"krk, (ykxr o {ks= dk fooj.k ) 1.3. Tkyok;q ,oa gkbZMªksyksftdy laca/kh lwpuk,
Ikfj;kstuk {ks= esa vU; fodkl ;kstukvksa dh tkudkjh
Ikfj;kstuk {ks= esa laLFkkxr <kaps dh fLFkfr
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
(ii) v/;k;&2 ewyHkwr vkdMs-]vkdyu o mi;ksx
2.1 tula[;h; fooj.k
2.2 fodkl lwpd
2.3 Hkw&mi;ksx
2.4 d`f"k dh fLFkfr o mRiknu vUrj vkdyu
2.5 Qyks|ku@lfCt;ks@Qwyks dh [ksrh dh fLFkfr
2.6 Hkw&LokfeRo dh fLFkfr
2.7 i’kqikyu dh izfr tkuoj mRiknu lfgr fLFkfr
2.8 pkjs dh fLFkfr
2.9 d`f"k ;a=
2.10 egkujsxk dh fLFkfr
2.11 iyk;u dh fLFkfr
2.12 thfodksiktZu fooj.k
2.13 dk;Zjr Lo;a lgk;rk lewg
2.14 Hkwfexr ikuh dh oLrqfLFkfr
2.15 ihus ;ksX; ikuh dh fLFkfr
2.16 ikuh mi;ksx n{krk
2.17 <ky fooj.k
2.18 ty dk ctV
2.19 e`nk fooj.k
2.20 e`nk vijnu dh fLFkfr
(iii) v/;k;&3 izLrkfor fodkl ;kstuk
(iv) v/;k;&4 xfrfof/kokj dqy ykxr lkjka’k
(v) v/;k;&5 okf"kZd dk;Z ;kstuk
5.1 ifj;kstuk QaM
5.2 dUoZtsUl Iyku
(vi) v/;k;&6 vk’kkfUor ifj.kke
(vii) v/;k;&7 izLrkfor xfrfof/k;ksa dh rdfudh fMtkbZu o rdehus
(viii) v/;k;&8 layXud
8 .1 uD’ks 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 8.2 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
Ikfj;kstuk dk foLr`r fooj.k
Ikfj;kstuk dk uke % IWMP-12 (VksMk)
Ikfj;kstuk dh Lohd`fr la[;k ,oa fnukad %
,Q-18¼vkbZ&51½futHkwl@vkbZMCY;w,eih@2011&12@4800&5087 fnukad 05-08-2011
eSdzks ,oa ekbdzks la[;k % 1@19@15
ifj;kstuk {ks= dh Lohd`fr ,oa izLrkfor {ks= esa vUrj % 'kwU;
vkbZVe Ikfj;kstuk dh Lohd`fr ds vuqlkj foLrr ifj;kstuk izfrosnu ds
vuqlkj
Ikfj;kstuk dk {ks=Qy
¼gSDVs;j½
5180 5180
Ikfj;kstuk dh ykxr¼yk[k
:Ik;s esa½
777.0 777.0
eSdzks ,oa ekbdzks la[;k
1/19/15 1/19/15
xzke iapk;rksa ds uke
VksMk] nhikokl] fpiykVk]
Ekksdyokl&>fj.Mk] Lkkaoyiqjk&
Raojku
VksMk] nhikokl] fpiykVk]
Ekksdyokl&>fj.Mk] Lkkaoyiqjk&
raojku
xkaoksa ds uke
VksMk] vfouk’kh]nhikokl] yqgkjokl]
jkeY;kl]fpiykVk]lSnkyk&Hkxoku
iqjk]ldjk;]?kkVk&xqokj]fd’kuiqjk]
pqMyk]Ekksdyokl]>fj.Mk]Lkkaoyiqjk
&raojku
VksMk] vfouk’kh]nhikokl]
yqgkjokl]jkeY;kl]fpiykVk]
lSnkyk&Hkxokuiqjk]ldjk;]?kkVk
&xqokj]fd’kuiqjk]pqMyk]Ekksdyok
l]>fj.Mk] Lkkaoyiqjk&raojku
v/;k;&1
ifj;kstuk {ks= dk ifjp;
ifj;kstuk dk LFkku %
Tkyxzg.k ifj;kstuk vkbZ0MCY;w0,e0ih0&12 ¼o"kZ 2011&12½ iapk;r lfefr uhedkFkkuk ftyk lhdj
esa fLFkr gSA ifj;kstuk {ks= 27033^ ls 27
039^30^^v{kka’k ,oa 75
046^ ls 75
056^ ns’kkarj ds chp vkrk gS]
ifj;kstuk {ks= iapk;r lfefr eq[;ky; ls 40 fdyksehVj nwjh ij ,oa ftyk eq[;ky; ls 115
fdyksehVj dh nwjh ij fLFkr gSA ifj;kstuk {ks= esa yxHkx 25722 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 Lohd`fr ds vuqlkj Ikfj;kstuk dk
uke
vkbZ0MCY;w0,e0ih0&12
[k Tkyxzg.k ifj;kstuk dk LFkkuh; uke VksMk tyxzg.k
x dSpeSUV dk uke ¼fjoj csflu vuqlkj½
?k Ikfj;kstuk dk izdkj igkMh
.k Ikfj;kstuk {ks= esa vkus okys eSdzks ,oa ekbZdzks ds uke 28@2]3]5]8]9]10]11]12]
13]14]15]16]17]18]19]20]
21]22]23
p Ikfj;kstuk dk dqy {ks=Qy 9158
N Ikfj;kstuk dk izHkkoh {ks=Qy 5180
t Ikfj;kstuk dh ykxr ¼yk[k :Ik;s esa½ 777-0
> Ykkxr izfr gSDVs;j ¼:Ik;s esa ½ 15000@&
.k Ikfj;kstuk {ks= esa vkus okyh xzke iapk;rksa dh la[;k 05
V Ikfj;kstuk {ks= esa vkus okys xkaoksa dh la[;k 15
B Ikfj;kstuk {ks= dh eq[; ufn;ksa ds uke nhikokl unh
M- Ikfj;kstuk {ks= dh <ky dh jsat ¼izfr’kr esa½
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
dqy
{ks=+Qy
28@2]3]5]8]9]
10]11]12]
13]14]15]16]1
7]18]19]20]21]
22]23
VksMk VksMk 01756100
1593
phiykVk phiykVk 01750600
1051
ldjk; 01750800
560
lSnkyk&Hkxokuiqjk 01750700
461
HkkstesM- 01750900 637
nhikokl nhikokl 01751100 285
?kkVk&xqokj 01751000
1129
Ekksdyokl Ekksdyokl 01751200
150
>fj.Mk 01751300 502
yqgkjokl 01756300
496
jkeY;kl 01756200
331
Lkkaoyiqjk&raojku Lkkaoyiqjk&raojku 01756600
557
vfouk’kh 01756500
225
fd’kuiqjk 01756400 507
pqMyk 01756700 674
9158 Tkyxzg.k {ks= ,xzksDykbZesfVd tksu 2, vUrxZr vkrk gSA Hkwfe dk izdkj ¼VSDlpj½ cyqbZ nkseV o fpduh
¼Dys½ gSA ifj;kstuk {ks= dh vkSlr o"kkZ 62-60 lsUVhehVj gSA ifj;kstuk {ks= dk rkieku xzh"e _rq esa 30 ls0xzs0 ls
46 ls0xzs0 ds chp ,oa ’khr _rq esa 0-5 ls0xzs0 ls 38 ls0xzs0 ds chp jgrk gSA ifj;kstuk {ks= esa eq[;r% [kjhQ esa
cktjk] ewax] Xokj] fry] ewaxQyh rFkk jch es xsagw] tkS]puk] ljlks] rkjkehjk vkfn Qlyksa dks fy;k tkrk gSA
ifj;kstuk {ks= esa 48-03 izfr’kr Hkwfe Tkksr {ks= vUrxZr] 13-45 izfr’kr Hkwfe iM+r {ks=] 10-30 izfr’kr Hkwfe catj Hkwfe
vUrxZr ,oa 30-79 izfr’kr Hkwfe ou {ks= vUrxZr vkrh gS] ftlesa ls 16-29 izfr’kr Hkwfe esa flapkbZ dh tkrh gSA
ifj;kstuk {ks= esa 585 ifjokj xjhch js[kk ls uhps ¼16-22 izfr’kr ifjokj½] 305 Hkwfeghu ifjokj
¼6-66 i zfr’kr½] 790 y?kq ,oa lhekar ifjokj ¼21-90 izfr’kr ifjokj½ gSaA vkSlr Hkwfe izfr ifjokj 0-966 gSDVs;j gS]
40-75 izfr’kr Hkwfe ,dy Qly {ks= vUrxZr ,oa 59-25 izfr’kr Hkwfe esa nks Qly {ks= vUrxZr vkrk gSA flapkbZ
dk eq[; L=ksr uydwQ ¼cksjoSy½ gSA {ks= esa 10 o"kZ dh vkSlr o"kkZ 625-68 feyhehVj gSA ifj;kstuk {ks= dh eq[;
unh nhikokl gS] ifj;kstuk {ks= esa eq[;r% gksyh] fnokyh] n’kgjk] j{kkca/ku] rht] x.kxkSj] 'khryk"Veh] tUek"Veh]
xksxkuoeh vkfn mRlo euk;s tkrs gSaA ifj;kstuk {ks= dh orZeku esa 25174 tula[;k gS ,oa eq[; :Ik ls jktiwr]
cykbZ] jSxj] tkV] dqEgkj] eh.kk] xqtZj];kno]Lokeh] czkg~e.k tkfr;ka fuokl djrh gSaA
Tkyok;q ,oa gkbZMªksyksftdy laca/kh lwpuk,sa %
1-vkSlr o"kkZ
dz-la-
vkSlr o"kkZ ¼feyhehVj esa ½ 625.68 Ok"kZ Ok"kZ dh vkSlr o"kkZ ¼feyhehVj esa ½
1
2002 206
2
2003 572
3
2004 417
4
2005 729
5
2006 455
6
2007 482
7
2008 713
8
2009 337
9
2010 1303
10
2011 938
11
2012 736
2. foxr o"kksZ es ekgokj o"kkZ dk vkSlr ¼feyhehVj esa ½
dz0
la
ekg o"kZ 2009 o"kZ 2010 o"kZ 2011 o"kZ 2012 Ekkg dk
vkSlr
1 tuojh 04 01 0 0 1-25
2 Qjojh 0 74 38 0 28
3 ekpZ 7 19 08 0 8-50
4 vizsy 0 0 27 34 15-25
5 ebZ 23 0 16 20 14-75
6 twu 40 30 52 0 30-50
7 tqykbZ 76 380 338 175 242-25
8 vxLr 121 482 220 412 308-75
9 flrEcj 58 295 239 95 171-75
10 vDVwEcj 08 0 0 0 2-0
11 uoEcj 0 05 0 0 1-25
12 fnlEcj 0 17 0 0 4-25
Ok"kZ dh dqy Ok"kkZ 337 1303 938 736 828-5
2- rkieku
ekSle vkSlr rkieku
¼fMxzh lsUVhxzsV½
v- xzh"e _rq 37
c- 'kjn _rq 19.25
l- o"kkZ _rq 28.5
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 eujsxk xzkeh.k fodkl
,oa iapk;r
jkt foHkkx
Tky
laj{k.k]okfudhdj.k]xzkeh.k
lMds],l-lh-],l-Vh-]ch-ih-,y
ds futh [ksr dk;Z
LFkkuh;
fuoklh
tkWcdkMZ /kkfj;ks dks
100 fnu dk vdq’ky
dk;Z dh xkjUVh
2 ,e,y,Mh xzkeh.k fodkl
,oa iapk;r
jkt foHkkx]
ihMCY;wMh]ih,p
Mh] vU;
vk/kkjHkwr lqfo/kk;sa ;Fkk
lMd] ukyh] lkeqnkf;d
Hkou] is;ty vkfnA
LFkkuh;
fuoklh
o
vketu
izfr fo/kku lHkk ds
fy;s 1-0 djksM
#i;s ftles 20
izfr’kr is;ty ds
fy;sA
3 ,eih,y,Mh xzkeh.k fodkl
,oa iapk;r
jkt foHkkx]
ihMCY;wMh]ih,p
Mh] vU;
vk/kkjHkwr lqfo/kk;sa ;Fkk
lMd] ukyh] lkeqnkf;d
Hkou] is;ty vkfnA
LFkkuh;
fuoklh
o
vketu
izfr yksd lHkk ds
fy;s 5-0 djksM
#i;s dk izko/kkuA
4 Vh-,Q-lh xzkeh.k fodkl
foHkkx]
vk/kkjHkwr lqfo/kk;sa ;Fkk
lMd] ukyh] lkeqnkf;d
Hkou] is;ty vkfnA
LFkkuh;
fuoklh
tula[;k ds vuqikr
es jkf’k dh
miyC/krk
5 ,l-,Q-lh xzkeh.k fodkl
foHkkx]
vk/kkjHkwr lqfo/kk;sa ;Fkk
lMd] ukyh] lkeqnkf;d
ifjlEifr;k] is;ty
vkfnA
LFkkuh;
fuoklh tula[;k ds vuqikr
es jkf’k dh
miyC/krk
6 fucZU/k
;kstuk
xzkeh.k fodkl
foHkkx]
vk/kkjHkwr lqfo/kk;sa ;Fkk
lMd] ukyh] lkeqnkf;d
ifjlEifr;ks ds
j[k&j[kko] is;ty
vkfnA
LFkkuh;
fuoklh tula[;k ds vuqikr
es jkf’k dh
miyC/krk
7 bfUnjk
vkokl
;kstuk
xzkeh.k fodkl
foHkkx]
vkokl foghu ifjokjks ds
vkokl fuek.kZ
LFkkuh;
fuoklh ,l-lh-],l-Vh-]ch-ih-,y
o lkekU; vkokl
foghu ifjokjks ds
ofj;rk dzekuqlkj 8 eq[;ea=h
vkokl
;kstuk
xzkeh.k fodkl
foHkkx]
vkokl foghu ifjokjks ds
vkokl fuek.kZ
LFkkuh;
fuoklh ,l-lh-],l-Vh-]ch-ih-,y
o lkekU; vkokl
foghu ifjokjks ds
ofj;rk dzekuqlkj 9 Lkkekftd
lqj{kk
;kstuk;s
xzkeh.k fodkl
,oa iapk;rhjkt
foHkkx]LokLF;
foHkkx]efgyk ,oa
cky fodkl
foHkkx
o`)koLFkk isa’ku] fo/kokoLFkk
isa’ku] ikyugkj ;kstuk]
ckfydk le`f) ;kstuk]
vkaxuckfM;k]
,lth,lthokbZ]eq[;ea=h
fu%’kqYd nok ;kstuk vkfn
LFkkuh;
fuoklh
Ikk=rkuqlkj lgk;rk
ns;
10 eq[;ea=h
fu%’kqYd Ik’kq
Ik’kqikyu
foHkkx
chekj i'kqvks dks fu%’kqYd
nok
LFkkuh;
i'kqiky
i'kqikydks ds chekj
i'kqvks dks fu%’kqYd
nok ;kstuk d nok
11 d`f"k es
fofHkUu
vuqnku
;kstuk;s
d`f"k foHkkx flapkbZ ds mUur lk/ku]
mUur cht o vknku]
mUur [ksrh dh rdfud
vkfn
LFkkuh;
d`"kd
Ikk=rkuqlkj lgk;rk
ns;
Ikfj;kstuk {ks= esa laLFkkxr <kaps dh fLFkfr %
Parameters Status
(i) eq[; lM+d ls tksM+s x;s xkaoksa dh la[;k 15
(ii) fctyh dh miyC/krk okys xkaoksa dh la[;k 15
(iii) ifjokjksa dh la[;k ftUgs ihus dk ikuh miyC/k ugha gS Nil (iv) f'k{k.k laLFkkvksa dh la[;k izk0
14
ek0
14
m0ek0
02
O;olk0
izkFkfed@ek/;fed@mPPk ek/;fed@O;olkf;d ¼oksds’kuy½
laLFkk (v) xkoksa dh la[;k ftuesa izkFkfed LokLF; dsUnz gS 07
(vi) xkoksa dh la[;k ftuesa Ik’kq fpfdRlky; gS 04
(vii) xkoksa dh la[;k ftuesa iksLV vkWfQl gS 05
(viii) xkoksa dh la[;k ftuesa cSad gS 03
(ix) xkoksa dh la[;k ftuesa e.Mh@cktkj dh lqfo/kk gS Nil
(x) xkoksa dh la[;k ftuesa d`f"k m|ksx gS Nil (xi) nqX/k dh vfrfjDr ek=k (xii) nqX/k ladyu dsUnzksa dh la[;k la
03
lks
0
fu0l0
0
v0
0 ¼la?k@lkslk;Vh@futh laLFkk@vU;½
(xiii) xkoksa dh la[;k ftuesa vkaxuckM+h dsUnz gS 15 (xiv) xkoksa dh la[;k ftuesa vU; lqfo/kk,a gSa 03
(xv) lehi fLFkr d`f"k foKku dsUnz Nil Nil Nil Nil (xvi) dkWikjsfVo laLFkk 02 (xvii) xSj ljdkjh laxBu Nil Nil Nil Nil (xviii) Lkk[k laLFkk,sa
v- cSad 03 c- lgdkjh lkslk;Vh 02
(xix) ,xzks lfoZl dsUnz 01
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 %
Tkyxzg.k fodkl ny lnL; dk fooj.k %
1 2 3 4 5 6 7 8
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 Nil
2
1- Ikfj;kstuk izca/kd] tyxzg.k lSy ,oa
MkVk lSUVj] dk uke
vf/k’kk"kh vfHk;ark ¼Hkw&la-½ ftyk ifj"kn lhdj
2- nwjHkk"k ¼yS.MykbZu½ ua0 ,oa esy ,Mªsl
lfgr irk dk;kZy; ifj;kstuk izca/kd ,oa vf/k’kk"kh vfHk;ark
¼Hkw&la-½] okVj’ksM lsy de MkVk lsUVj] ftyk ifj"kn lhdj
nwjHkk"k ¼yS.MykbZu½ ua0 +911572270628
3- nwjHkk"k ¼ekckbZy½ ua0 +919414741289
4- QSDl uEcj 5- bZ&esy ,Mªsl [email protected]
1- ih0vkbZ0,0 dk uke ,l0 ,u0 lSuh] lgk;d vfHk;ark] iapk;r lfefr]
[k.Msyk
2- inuke lgk;d vfHk;ark
3- nwjHkk"k ¼yS.MykbZu½ ua0 ,oa esy ,Mªsl
lfgr irk
Ph- 01575260117 lgk;d vfHk;ark ihvkbZ,
iapk;r lfefr [k.Msyk ftyk lhdj ¼jkt-½
4- nwjHkk"k ¼ekckbZy½ ua0 +919414444870
5- QSDl uEcj
6- bZ&esy ,Mªsl [email protected]
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. 2. 3. 4. 5. 6. 7. 8. 9.
10. 11. 12. 13. 14. 15. 16. 17. 18.
milfefr ¼Tkyxzg.k½ VksMk izLrko la[;k 01
fnukad 25.01.2012 v/;{k enuyky iq- lkekU; nloha
lfpo “kEHkqn;ky iq- vks-ch-lh- nloha
lnL; eqds'k iq- ,l-Vh- Lkk{kj lnL; gjlgk; iq- vks-ch-lh- Lkk{kj lnL; fouksn iq- vks-ch-lh- Lkk{kj lnL; iqjuey iq- ,l-lh- Hkwfeghu Lkk{kj lnL; eksguh L=h vks-ch-lh- ,l-,p-th- Lkk{kj lnL; ehuknsoh L=h lkekU; ,l-,p-th- Lkk{kj lnL; vk”kk L=h lkekU; ,l-,p-th- Lkk{kj lnL; eerknsoh L=h vks-ch-lh- ,l-,p-th- Lkk{kj lnL; lokbZflag iq- lkekU; Lkk{kj lnL; lksguflag iq- lkekU; Lkk{kj lnL; t;:iflag iq- lkekU; Lkk{kj lnL; dSyk”k iq- lkekU; Lkk{kj lnL; chuknsoh L=h vks-ch-lh- Lkk{kj lnL; lhrkjke iq- vks-ch-lh- Lkk{kj lnL; lhrkjke iq- vks-ch-lh- Lkk{kj lnL; “kdwj [kku iq- lkekU; Lkk{kj
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. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.
milfefr ¼Tkyxzg.k½
nhikokl izLrko la[;k 05
fnukad 31.01.2012 v/;{k lfpo fo’.kqflag iq- lkekU; Lukrd
lnL; jksfgrkl iq- vks-ch-lh- y?kq d`"kd Lukrd
lnL; Hkokuhflag iq- LkekU; y?kq d`"kd nloha
lnL; “khoiky iq- vks-ch-lh- lhekUr nloha
lnL; “kkUrh L=h vks-ch-lh- ,l-,p-th- ikapoh
lnL; ljrh L=h vks-ch-lh- ,l-,p-th- vkBoh
lnL; lqf”kyk L=h ,l-lh- ,l-,p-th- vkBoh
lnL; yq;ukjke iq- vks-ch-lh- lhekUr vkBoh
lnL; iaUpqjke iq- vks-ch-lh- lhekUr vkBoh
lnL; iqjhu iq- vks-ch-lh- lhekUr Ikakpoh
lnL; “kadj iq- vks-ch-lh- lhekUr lk{kj
lnL; pksFkey iq- vks-ch-lh- lhekUr ]]
lnL; dsljh L=h vks-ch-lh- lhekUr ]]
lnL; /kksyh L=h ,l-lh- ,l-,p-th- ]]
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
milfefr ¼Tkyxzg.k½
phiykVk izLrko la[;k 02
fnukad 24.01.2012 v/;{k egsUnz iq- ,l-lh- y?kq d`"kd
,y-,y-ch
lfpo dkyqjke iq- ,l-lh- y?kq d`"kd Lukrd]ch,M
lnL; “kadj iq- vks-ch-lh- lhekUr d"kd lk{kj
lnL; vuhy iq- vks-ch-lh- Lukrd
lnL; ds”kjh nsoh L=h vks-ch-lh- y?kq d`"kd fuj{kj
lnL; guqeku lgk; iq- ,l-Vh- Hkwfeghu- lk{kj
lnL; jkeknsoh L=h vks-ch-lh- y?kq d`"kd lk{kj
lnL; t;flag iq- vks-ch-lh- nloh
lnL; cU”kh/kj iq- ,l-lh- lhekUr lk{kj
lnL; eqykjke iq- vks-ch-lh- Hkwfeghu- lk{kj
lnL; xqykchnssoh L=h ,l-Vh- lhekUr lk{kj
lnL; xksdqy nsoh L=h lkekU; S.H.G lk{kj
lnL; ikoZrh nsoh L=h ,l-lh- S.H.G lk{kj
lnL; vk'kknsoh L=h ,l-lh- S.H.G lk{kj
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
milfefr ¼Tkyxzg.k½
eksdyokl&>fj.Mk izLrko la[;k 03
fnukad 23.02.2012 v/;{k jkedqokj@yknwjke eh.kk iq- ,l- Vh- y?kq d`"kd
ch-,
lfpo vejflag@ckywflag iq- lkekU; lhekUr d"kd nloh
lnL; vejpUn@ekyhjke oekZ iq- ,l-lh- y?kq d`"kd ckgjoh
lnL; jkefuokl iq- vks-ch-lh- y?kq d`"kd nloh
lnL; xksikyjke iq- vks-ch-lh- y?kq d`"kd ch-,
lnL; xtkuUn iq- vks-ch-lh- y?kq d`"kd nloh
lnL; “;ks”gk; iq- vks-ch-lh- y?kq d`"kd lk{kj
lnL; ewypUn iq- ,l- Vh- Hkwfeghu- nloh
lnL; jkedqokj@#Mkjke xqtZj iq- vks-ch-lh- y?kq d`"kd lk{kj
lnL; NksVqjke iq- vks-ch-lh- y?kq d`"kd vkBoh
lnL; Hkojflag iq- vks-ch-lh- y?kq d`"kd
lnL; y{ehnsoh L=h vks-ch-lh- S.H.G lk{kj
lnL; Lkjyk doaj L=h vks-ch-lh- S.H.G lk{kj
lnL; js[kk doaj L=h vks-ch-lh- S.H.G lk{kj
lnL; jktyh daoj L=h vks-ch-lh- S.H.G lk{kj
vkbZ0MCY;w0,e0ih0 oSclkbZV gsrq cslykbZu losZ izi= %
ifj;kstuk dk uke % IWMP-12 (VksMk) ifj;kstuk dk dqy HkkSxksfyd {ks=Qy % 9158 gSDV-
mipkj ;ksX; {ks=Qy % 5180 gSDV-
catj Hkwfe ¼yk[k gS0 esa½ 0-02176 Ckkjkuh vk/kkfjr d`f"k Hkfe
¼yk[k gS0 esa½
0-04399
dqy Qlyh; {ks=Qy¼yk[k gS0 esa½ 0-06950 okLrfod cks;k x;k {ks=Qy
¼yk[k gS0 esa½
0-4399
dqy tylaxzg.k <kpksa dh la[;k 125 ty fudkyus okyh dqy
bZdkb;ksa dh la[;k
580
Tky laxzg.k <kpksa dh dqy HkaMkj.k
{kerk ¼?ku ehVj½
220925
oxZokj Ikfjokjksa dh la[;k
i
vuq tkfr 806 vuq tutkfr 739
vU; 2061 Hkwfeghu ifjokjksa dh la[;k 238
Ikfj;kstuk {ks= dh dqy tula[;k 25174 lhekar d`"kd ds ifjokjksa
dh la[;k
462
Ckh0ih0,y0 ifjokjksa dh dqy la[;k 585 y?kq d`"kd 328
Ikyk;u ds dqy fnuksa dh la[;k 150&200
tehu ry ds uhps Hkwty dh xgjkbZ ,oa iyk;u dh lwpuk %
ekulwu iwoZ fLFkfr ekulwu Ik’pkr fLFkfr
tehu ry ds uhps Hkwty dh xgjkbZ 43 eh 41-5 ls 42-50
eh
Ikyk;u ds dqy fnuksa dh la[;k 150&200 30 ls 50
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 vuq0 tkfr vuq0 tu tkfr
12072 13102 25174 3622 3411
ifjokjksa dk fooj.k
ch0ih0,y0
ifjokj Hkwfeghu Yk?kq d`"kd
lhekUr
d`"kd dqy ifjokj
vuq0tkfr ds
ifjokj
vuq0 tutkfr
ds ifjokj
585 238 328 462 3606 806 739
Lkkfj.kh &2-2 fodkl ds ladsrd
dz-la- fodkl ds ladsrd
jkT; esa ifj;kstuk {ks= esa
1679 1447 3126 1 izfr O;fDr vk; ¼:i;s esa½ 16260 9500
2 xjhch dk vuqikr 0.22 0-17
3 f’k{kk dk izfr’kr 67.14 52-85 izfr’kr
4 fyax vuqikr 928 921
5 f'k’kq e`R;q nj 1.0 1-15
6 ekr` eR;q nj 1.0 1-0
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- d`f"k Hkwfe gSDVs;j esa
v- vLFkkbZ iM+r 1232
c- LFkkbZ iM+r 944
l- ckjkuh tksr {ks= 4399
n- flafpr tksr {ks= 1492
;- okLrfod cks;k x;k {ks= 4399
j- ,d ckj ls vf/kd okLrfod cks;k
x;k {ks= 2551
2- Oku Hkwfe 2583
3- catj Hkwfe
v- ljdkjh
c- futh ¼d`f"k Hkwfe½
468
1708
4-pkjkxkg Hkwfe 837
5- flok; pd@ljdkjh Hkwfe 1073
6-ifj;kstuk dk izHkkoh {ks=Qy@
mipkj ;ksX; {ks=Qy
5180
ifj;kstuk {ks= esa 1232 gSDVs;j Hkwfe iM+r gS] ftls tksr ;ksX; cuk;k tk ldrk gSA ,oa 944 gSDVs;j
{ks=Qy catj Hkwfe vUrxZr vkrh 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= 1492 gSDVs;j {ks=Qy esa flpkbZ dh tkrh gS] flapkbZ {ks=Qy esa o`f) 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 944 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 lkj.kh ls Li"V gS fd 837 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=
cktjk 886 636 760 863 790
Xokj & 281 332 357 328
ewax & 277 310 251 242
eksB & 315 307 311 270
ewaxQyh 1007 1481 1706 1728 1486
ljlksa 1159 1205 1113 998 989
puk 895 629 990 1007 895
xsagw 2619 2969 2776 2801 2602
tkS 1348 2586 2382 2382 2147
Lkkj.kh% 2-4¼v½ Qly dh yh tkus okyh eq[; fdLe ,oa mRikndrk % Qly dk uke eq[; fdLe cks;k x;k {ks= mRiknu ¼eS-Vu½ mRikndrk
fdyksxzke@gSDVs;j
cktjk nslh@yksdy 3017 2383-43 790
Xokj nslh@yksdy 505 165-64 328
ewax nslh@yksdy 60 14-52 242
eksB nslh@yksdy 4 1-08 270
ewaxQyh nslh@yksdy 118 175-35 1486
ljlksa nslh@yksdy 707 699-23 989
puk nslh@yksdy 857 767-01 895
xsagw nslh@yksdy 1214 3158-83 2602
tkS nslh@yksdy 230 493-81 2147
lkfj.kh 2-4 d
,dy Qlyh; {ks= % 1833
nks Qlyh; {ks= 2551
cgq Qlyh; {ks= 15
Lkkj.kh% 2-4¼c½ cks;k x;k {kS= Qlyokj o xkaookj
Xkkao dk uke [kjhQ dqy
{ks=
jch dqy
{ks= cktjk Xokj ewax eksB ewaxQyh ljlksa puk xsagw tkS
VksMk 266 13 1 & & 280 4 8 131 14 157
phiykVk 467 90 15 & 89 661 175 120 290 90 675
ldjk; 187 79 5 & 13 284 100 40 70 20 230
lSnkyk&Hkxokuiqjk 166 66 3 & 7 242 55 15 45 5 120
HkkstesM- 251 67 3 & 5 326 115 85 75 2 277
nhikokl 275 28 & & & 303 15 206 84 9 314
?kkVk&xqokj 408 30 & & 2 440 21 88 173 22 304
Ekksdyokl 151 5 & & & 156 23 85 49 2 159
>fj.Mk 133 4 1 & & 138 9 36 43 7 95
yqgkjokl 111 1 & & & 112 12 6 63 6 87
jkeY;kl 53 5 & & & 58 17 28 45 1 91
Lkkaoyiqjk& raojku 130 40 4 & & 174 38 34 27 5 104
vfouk’kh 95 28 11 & & 134 49 38 35 7 129
fd’kuiqjk 98 12 1 & & 111 27 26 35 15 103
pqMyk 226 37 16 4 & 283 47 69 49 25 190
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
cktjk xsgwa
cktjk iM+r
ewax ljLkkSa
cktjk ljlkSa
iM+r thjk
iM+r blcxksy
xokj iM+r
xokj xsgwa
fry iM+r
eksB iM+r
mijksDr lkfjf.k;ksa ls LIk"V gS fd dsoy 2551 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 o`f) djuk ,oa ty laj{k.k
xfrfof/k;ka dks fdz;kfUor djuk Hkh vko’;d gSA tyxzg.k {ks= es a tyok;q ifjorZu ds dkj.k d`f"k mRiknu ij
T;knk vkfJr jguk lqjf{kr ugha gS vr% d`f"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
Lkkfj.kh 2-5
Xkfrfof/k {ks=Qy
mRiknu
¼Vu esa½
Qynkj ikS/kksa ds cxhps 5.4 8.1
lfCt;ksa dh [ksrh 5.1 12.5
Qwyksa dh [ksrh 0.5 0.05
vks"k/kh; ikS/kksa dh [ksrh 0.5 0.5
Lkkfj.kh 2-6
Ikfj;kstuk {ks= esa Hkwfe/kkj.k dh fLFkfr %
d`"kd dk izdkj
dqy ifjokjksa
dh la[;k
flapkbZ ds lk/ku ds izdkj ls
Hkwfe /kkjdksa dh la[;k lkekftd lewgokj Hkwfe /kkj.k dh fLFkfr
flafpr
ckjkuh dqy
lkekU; vuq-
tkfr
vuq-
tutkfr
vU;
fiNM+k
oxZ
ch-ih-
,y-
(i) cM+s d`"kd 238 (ii) y?kq d`"kd 328 (iii) lhekUr d`"kd 462 (iv) Hkwfeghu O;fDr 238
(V) ch0ih0,y0
ifjokjksa dh la[;k 585
dqy ;ksx 3606
-------------------------% Hkwfe /kkj.k y?kq ,oa lhekUr d`"kdksa ls lEcaf/kr gSa] mDr d`"kd dqy tksr {ks=Qy -------------------------%
Hkwfe ds Lokeh 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 d`f"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
d`f"k okfudhdj.k %
d`"kdksa dh vk; esa o`f) djus gsrq ,oa gok dh xfr dks de djus gsrq d`f"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 dk s 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 d`f"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 d`f"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% d`f"k foHkkx ls lesadu dj d"kdksa ij xzhu gkmlksa dh LFkkiuk dh tkosxhA
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 ¼v½
ifj;kstuk esa i'kqvks dh fLFkfr %
Xkako dk uke ns'kh
xk;
dkWzlfczM
xk;
HkSal HksM- cdjh ?kksMk x/ks maV lqvj eqxhZ
VksMk 802 874 3316 9 52
phiykVk 178 34 656 488 2831 5 10 45 48
ldjk; 30 01 324 153 1355 10 14
lSnkyk&Hkxokuiqjk 56 03 249 189 670 2 2
HkkstesM- 41 01 225 191 676 7 2
nhikokl 208 660 1009 2030 7 6 13
?kkVk&xqokj 300 1084 826 3505 10
Ekksdyokl 93 340 265 1360 4 5
>fj.Mk 147 255 91 1092 2 1
yqgkjokl 104 297 229 1673 4
jkeY;kl 107 212 93 1446 1 3
Lkkaoyiqjk& raojku 140 5 385 289 1212 1 8 7 15
vfouk’kh 64 291 5
fd’kuiqjk 15 189 60 847 1
pqMyk 90 398 202 963 5
dqy 2375 44 6439 4085 22976 19 14 90 45 136
lkfj.kh 2-7 ¼c½
Ik’kq] nqX/k mRiknu ,oa vkSlr mRikndrk % dz-la- i'kq dk
fooj.k
Lak[;k mRikndrk
¼nqX/k@ekl@mu½
Vu esa
Xkk; ;qfuV ds
leku la[;k
Ok"kZ esa lw[ks pkjs
dh vko’;drk
¼7 fdxzk@i’kq½
dqy
vko’;drk
¼eSfVªd Vu esa½
1 Xkk; 2419
v ns'kh uLy 2375 706-32 2375 16625 6068.12
c dzkWl czhM 44 97-42 66 462 168.63
2 HkSal 6439 5408-76 9659 67613 24678.75
3 cdjh 22976 1240-70 5744 40208 14675.92
4 HksM+ 6439 1610 11270 4113.55
5 maV 90 360 2520 919.80
6 eqxhZ 136 & & &
7 lqvj 45 & & &
dqy la[;k 40963 19814 138698 50624.77
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
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
d`f=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 d`f=e xHkkZ/kku] cf/k;kdj.k] cka>iu dk bykt vkfn dk;Z djokuk
lkj.kh&2-7 ¼l½
miyC/k gjs pkjs dk {ks=Qy]lw[ks pkjs dk mRiknu]iwjd vkgkj] o pkjkxkg ls pkjk ¼Vu es½
gjs pkjs dh
Qly
{ks=
¼gSDVs½
mRiknu¼fDo-
@gSDVs½
dqy gjk
pkjk ¼Vu½
Qly mRiknu Lwk[ks pkjs dh
ek=k ¼Vu-
@o"kZ½
Ikwjd vkgkj
¼Vu-@o"kZ½
Pkkjkxkg ls
pkjk
¼Vu-@o"kZ½
pjh Tokj 496 485 24056-0 cktjk 2383.43 x 1.5 = 3575.14 (19814 )
X
(0.500
kg/day )
X
(365 days)
= 3616.06
t/yr.
837 ha.
X 2.75
qt./ha. =
230.018
t/yr.
jatdk o
vU;
178 500 8900-0 Xokj 165.64 x 1 = 165.64
ewax 14.52 x 1 = 14.52 eksB 1.08 x 1= 1.08 ewaxQyh 175.35 x1.5 = 263.03 puk 767.01 x 1 = 767.01 xsagw 3158.83 x 1.5 = 4738.25 tkS 493.81 x 1.25 = 617.26 32956-0 Total = 10307.57
lkfj.kh 2-8
pkjs dk mRiknu %
dz-l- fooj.k bdkbZ {ks=Qy@ek=k
1 pkjkxkg dk {ks=Qy gS0 837-0
2 pkjkxkg gsrq fy;k x;k tkssr {ks= gS0 42-40
3 gjs pkjs dk mRiknu eS0 Vu@izfr o"kZ 32956-0
4 lw[ks pkjs dk mRiknu eS0 Vu@izfr o"kZ 10307-57
5 pkjs dk mRiknu eS0 Vu@izfr o"kZ 43493-75
6 tykm ydM+h ds fy;s fy;k x;k {ks= gS0 &
7 lEiwjd [kkuk fdxzk@fnu 3616-06
8 lkbZyst fiV la[;k
9 pkjs dh vko';drk eS0 Vu@izfr o"kZ 50624-77
10 pkjs dh deh@vf/kdrk eS0 Vu@izfr o"kZ 7131-02
mDRk lkfj.kh ls Li"V gS fd ifj;kstuk {ks= esa pkjs dh deh gS ¼ pkjs dh vko';drk 50624-77 eS0 Vu gS ,oa
mRiknu43493-75 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
lkfj.kh&2-9
d`f"k midj.kksa dh fLFkfr %
ifj;kstuk {ks= esa 23-45% Hkwfe /kkjd y?kq ,oa lhekUr Js.kh ds gSa] tks -------------------------------% tksr {ks= ls
lEcaf/kr gSaA vr% cM+s d`f"k midj.kksa dks O;fDrxr :i ls dz; djuk O;ogkfjd ,oa vkfFkZd :i ls lgh ugha gS
vr% Lo;a lgk;rk lewgksa dks midj.k dz; djus gsrq izksUur fd;k tkosxkA Lo;a lgk;rk lewg d`"kdksa dks fdjk;s
ij df"k midj.k miyC/k djk;saxsA
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 2 3 4 5
dz-la- d`f"k midj.k la[;k
1 VªSDVj 2 Lizs;j&ekuo pfyr@ikoj 3 dYVhosVj@gSjks 4 lhM fMªy 5 vU;
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 fnuks dh
la[;k
Ikyk;u dk
dkj.k
Xkkao ls iyk;u
ds LFkku dh
nwjh fdeh esa
Ikyk;u ds nkSjku
O;olk;
VksMk 221 150 to 200 For better earning
opportunities
400-700 Bricks making at Klins & skilled-unskilled labor
work phiykVk 233 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
ldjk; 244 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
lSnkyk&Hkxokuiq
jk
82 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
HkkstesM- 24 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
nhikokl 162 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
?kkVk&xqokj ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
Ekksdyokl 98 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
>fj.Mk 44 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
yqgkjokl 32 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
jkeY;kl 62 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
Lkkaoyiqjk&
raojku
125 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
vfouk’kh 28 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
fd’kuiqjk 142 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
pqMyk 92 ’’ ’’ ’’ ’’ ’’ ’’ ’’ ’’
dqy 1699
ifj;kstuk {ks= esa jkstxkj ds volj c<kdj] df"k iSnkokj esa oqf) djds] i’kqikydksa dh vk; c<kdj] eqxhZikydksa
dh vk;k esa o`f) djds ,oa ewY; lao/kZu djds iyk;u dks jksdus ij vad q’k yxk;k tk ldrk gSA
lkfj.kh 2-12
orZeku esa vkthfodk xfrfof/k;ksa dh fLFkfr %
2-12¼v-½ d`f"k vk/kkfjr eq[; xfrfof/k;ka
Xkfrfof/k dk uke ifjokjksa dh la[;k Xkfrfof/k ls vkSlr okf"kZd vk;
d`f"k 55 25000 Ms;jh 07 42000 eqxhZikyu 05 36000 lqvjikyu 01 40000 Hkwfeghu d`f"k Jfed
lkfj.kh 2-12¼ c½
2-12¼v-½ vd`f"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 93 75000 [kkrh 22 62000 yksgkj 7 55000 eksph 19 52000 dqEgkj 17 48000 vU; O;olk; ¼lkbZfdy
ejEer] ,l-Vh-Mh- cwFk]
dzkQ~V odZ½
28 48000
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
Lkfj.kh % 2-13 orZeku esa fLFkr Lo;a lgk;rk lewg dh fLFkfr % dz-
la-
S.H.G.lnL;
dk uke
lnL; cSad dk [kkrk ua- Xfrfof/k ekfld
vk;
Q.M lzksr izf'k{k.k
1 fiz;adk S.H.G. 10 2637000100034248P
NB
cdjh ,oa HksM+
ikyu
500 2040
2 jkuh S.H.G. 10 01&31612PNB nqX/k mRiknu 40 5187
3 dsyk S.H.G. 10 7749133300799RG
B
HksM+ ikyu
4 “kdqUryk
S.H.G.
10 01&31065 nqX/k mRiknu 40 13186
5 uh”kk S.H.G. 10 32520 nqX/k mRiknu 10980
6 liuk S.H.G. 10 77491300045619RG
B
nqX/k mRiknu
7 ruq S.H.G. 10 01&53049 cdjh ,oa HksM+
ikyu
50 9753
8 Ekhuk S.H.G. 10 01&39207 cdjh ,oa HksM+
ikyu
34165
9 Lqk”khyk
S.H.G.
10 01&22809 cdjh ,oa HksM+
ikyu
7440
10 y{eh S.H.G. 10 01&22480 cdjh ,oa HksM+
ikyu
2942
11 ek;uh
S.H.G.
10 01&34740 nqX/k mRiknu 40 15539
12 [kkeks”k
S.H.G.
10 01&22827 ]] 4186
13 laT;k S.H.G. 10 01&35159 ]] 1812
14 jkt S.H.G. 10 01&39544 ]] 7893
15 js”keh S.H.G. 10 01&22836 ]] 3390
16 js”keh xksBh 10 01&30145 ]] 7255
S.H.G. 17 xhrk S.H.G. 10 01&32930 ]] 4097
18 ek;k S.H.G. 10 01&23225 ]] 40 2089
19 lchrk
S.H.G.
10 01&34221 ]] 1687
20 “kkjnk S.H.G. 10 01&3040 ]] 2489
21 lqfe=k
S.H.G.
10 01&32603 ]] 6117
22 fiz;k S.H.G. 10 01&34212 ]] 38912
23 lksfu;k
S.H.G.
10 01&49922 ]] 10069
24 jkgqy S.H.G. 10 01&39767 ]] 40 8238
25 fcnkeh
S.H.G.
10 01&32976 cdjh ,oa HksM+
ikyu
50 1219
26 ds”kjh S.H.G. 15 01&30853 ]] 8634
27 ljkst S.H.G. 14 01&28928 ]]
28 xaxk S.H.G. 10 01&42868 ]]
29 “kh;e S.H.G. 10 13 ]] 50
30 iqtk S.H.G. 10 ]]
31 usg: S.H.G. 10 cdjh ikyu 50
32 10 ]]
33 t;ekrk
S.H.G.
10 39226 ]]
34 Jhjk/ksd`’.kk
S.H.G.
10 44149 ]]
35 y{eh S.H.G. 10 38731 nqX/k mRiknu 40
36 fiadq S.H.G. 10 39244 cdjh ikyu 50
37 lUrjk S.H.G. 11 46138 ]]
38 nhik S.H.G. 10 ]]
39 lnk S.H.G. 10 39235 ]] 50
40 xka/kh S.H.G. 12 51592 ]]
41 euh’kk S.H.G. 10 34443 ]]
42 ;k”k S.H.G. 11 57583 ]]
43 ghrs”k S.H.G. 10 42053 ]] 50
lkfj.kh ;g ladsr nsrh gS fd 43 Lo;a lgk;rk lewg tk s iwoZ esa fufeZr gSa] mudks izf’k{k.k ,oa vkfFkZd lgk;rk ls
etcwr djus ds iz;kl djus gSaA
II. rduhdh QhplZ %
Lkkfj.kh 2-14
Hkw ty dh fLFkfr dz-la- L=ksr la[;k Lkfdz; xgjkbZ lw[kk flafpr
{ks=Qy
o"kZ esa ikuh dh
miyC/krk ¼fnuksa
esa½
i) Mx oSy ii) 'kSyks V~;wc oSy iii) ifEiax lSV iv) Mhi V~;wc oSy dqy
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
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=
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 3% 2 3 ls 8% 3 8 ls 25% 4 25% ls vf/kd
<+ky ds vuqlkj Hkw ,oat y laj{k.k xfrfof/k;ksa dk fu/kkZj.k fd;k tkosxk] rkfd d`f"k ,oa vd`f"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
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 625-68 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= 1007 4062.46 4090897.20 vkSlr cgko {ks= 1431 1562.47 2235894.60 [kjkc cgko {ks= 6720 187.50 1260000 ;ksx 9158 7586791.80
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 8 2600
ii) [kMhu@rkykc 23 13600
iii) QkeZ ikW.M 03 1500
iv) Vkadk v) ,uhdV 03 20250 ;ksx
37950
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 61 22875
ii) [kMhu@rkykc iii) QkeZ ikW.M 4 2000
iv) Vkadk v) ,uhdV 31 158100 ;ksx
182975
orZeku esa fLFkr <+kpksa ,oa izLrkfor <+kpksa esa jksds x;s ty cgko dh ek=k =-37950 +182975 jksds x;s dqy ty cgko dh ek=k = 220925 ?ku ehVj
jksds x;s ty cgko dk %= dqy jksdk x; s ty cgko dh ek=k x100/ dqy ty cgko dh ek=k
= 220925 x 100/7586791.80 = 2.91 %
izLrkfor tylaxzg.k <+kpksa dh mapkbZ 0-60 ehVj ls 2-0 ehVj ds chp gSA dksbZ Hkh <kapksa dh ikuh Hkjko dh xgjkbZ 2
ehVj ls vf/kd ugha gSA 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
2 7-50 ls 45-00
3 45-00 ls vf/kd
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 2 QkWLQksjl 3 iksVsf’k;e 4 lw{e rRo ih-ih-,e-
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 9158 18316
2 gok ls & &
;ksx 9158 18316
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 d`f"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
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 iwoZ dh xzke lHkk esa tyxzg.k desVh;ks dk p;u dj fy;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 VksMk 26-03-2012
2 phiykVk 26-03-2012
3 nhikokl 26-03-2012
4 Ekksdyokl&>fj.Mk 26-03-2012
5 Lkkaoyiqjk&raojku
26-03-2012
izos'k fCkUnq xfrfof/k;ka
1 2
3
4 5 6 7 8 9
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
okLrfod
ifj.kke
1 VksMk 5.58 1- lkoZ-'ke'kku Hkwfe ij fVu'kSM fuekZ.k dk;Z
2- VksMk ikoj gkml ds ikl Vadh fuekZ.k ,oa ikbZiykbu ls
tksMuk
3- VksMk esa lkoZtfud LFkku ij [ksyh fuekZ.k
3.0 2.0
0.58
2 phiykVk 9.60 1-lkoZtfud Vadh dk fuekZ.k xksnke ds ikl
2- lkoZtfud Vadh dk fuekZ.k cykbZ ekSgYyk
3 lkoZtfud Vadh dk fuekZ.k dksyknkl efUnj ds ikl
4- fVu'kSM fuekZ.k lkoZtfud 'ke'kku Hkwfe ij
1.30 1.30 1.0 1.0
3 ldjk; 1-lkoZtfud Vadh dk fuekZ.k jsxj ekSgYyk ldjk;
2- lkoZtfud 'ke'kku Hkwfe ij fVu'kSM fuekZ.k
1.0 1.0
4 lSnkyk&Hkxoku
iqjk
1-lkoZtfud Vadh dk fuekZ.k
2- lkoZtfud 'ke'kku Hkwfe ij fVu'kSM fuekZ.k
1.0 1.0
5 HkkstesM- 1- lkoZtfud 'ke'kku Hkwfe ij fVu'kSM fuekZ.k 1.0
6 nhikokl 4.23 1- ikuh dh Vadh dk fuekZ.k V~;wcoSy ds ikl x<hokl
2- ikuh dh Vadh dk fuekZ.k V~;cosy xqtZjks dk ekSgYyk
3- [ksyh fuekZ.k dk;Z lq[kk gfjtu ds dq, ds ikl nhikokl
1.0 2.75 0.50
7 ?kkVk&xqokj 1- ikuh dh Vadh dk fuekZ.k V~;cosy xqtZjks dk ekSgYyk
2- lkoZ- [ksyh fuekZ.k dk;Z <k.kh Hkksik dh ?kkVk
2.75 0.50
8 Ekksdyokl 4.26
9 >fj.Mk 1- fVu'kSM fuekZ.k lkoZ- 'ke'kku Hkwfe >fj.Mk 1.0
10 yqgkjokl 1- ikuh dh Vadh fuekZ.k czkgE.kksa dk eksgYyk yqgkjokl
2- ikuh dh Vadh fuekZ.k ilZ pkSdh yqgkjokl
1.0
1.0
11 jkeY;kl 1- [ksyh fuekZ.k <k.kh iqBkdk jkeY;kl
2- fVu'kSM fuekZ.k lkoZ- 'ke'kku Hkwfe jkeY;kl
0.26 1.0
12 Lkkaoyiqjk&
raojku
7.41 1- cykbZ;ksa ds ekSgYys ls ikuh dh Vadh rd ikbZi ykbZu o
Vadh dk;Z
2- lkoZ- Vadh ls xqtZj ekSgYyk rd ikbZi ykbZu
3- Vadh ls ysdj ekykjke cykbZ ds edku ok;k eksgu xqtZj
ds edku gksrs gq, ikbi ykbZu
1.75
0.75
1.25
13 vfouk’kh 1- /otkca/k ckck ds lkeus Vadh dk fuekZ.k o ikbZi ykbZu 1.0
14 fd’kuiqjk 1- cu dh <k.kh esa Vadh ,oa [ksyh fuekZ.k 1.25
15 pqMyk 1- Vadh dk fuekZ.k o ikbZi ykbZu lsofj;ksa dh <k.kh pwMyk 1.0
lHkh xkaoksa esa lgHkkxh xzkeh.k vH;kl dk dk;Z fuEu vof/k esa fd;k x;k%&
Ø-la- xkao dk uke lgHkkxh xzkeh.k vH;kl dh vof/k
1 VksMk 02-09-2013 ls 15-10-2013
2 phiykVk 02-09-2013 ls 15-10-2013
3 ldjk; 02-09-2013 ls 15-10-2013
4 lSnkyk&Hkxokuiqjk 02-09-2013 ls 15-10-2013
5 HkkstesM- 02-09-2013 ls 15-10-2013
6 nhikokl 02-09-2013 ls 15-10-2013
7 ?kkVk&xqokj 02-09-2013 ls 15-10-2013
8 Ekksdyokl 02-09-2013 ls 15-10-2013
9 >fj.Mk 02-09-2013 ls 15-10-2013
10 yqgkjokl 02-09-2013 ls 15-10-2013
11 jkeY;kl 02-09-2013 ls 15-10-2013
12 Lkkaoyiqjk& raojku 02-09-2013 ls 15-10-2013
13 vfouk’kh 02-09-2013 ls 15-10-2013
14 fd’kuiqjk 02-09-2013 ls 15-10-2013
15 pqMyk 02-09-2013 ls 15-10-2013
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 foLr`r foospu o HkyhHkkafr fopkj fd;k x;kA
lkekftd vkfFkZd losZ{k.k dk dk;Z ekg Qjojh 2012 ls twu 2013 rd lHkh ifjokjksa dks lfEefyr djrs gq, fd;k
x;kA ftlesa Hkwfe/kkjdksa] tula[;k] tkfrokj lekt dh fLFkfr laca/kh tkudkjh] jkstxkj dh fLFkfr] leqnk;
xfrfof/k;ksa dh tkudkjh bdB~Bh dh xbZ tks v/;k; nks es nh xbZ gSA
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 o`f) dj fd;k tk ldrk gS
ftlds fy;s Tkksr {ks= ,oa mRikndrk esa esa o`f) dj fd;k tk ldrk gSA ifj;kstuk {ks= esa 944 gSDVs;j {ks=Qy
catj Hkwfe ,oa 1232 gSDVs;j {ks=Qy iM+r Hkwfe vUrxZr vUrxZr vkrk gS] bUgsa tksr {ks= esa ifjofrZr fd;k tk
ldrk gSA ek= 1492 gSDVs;j {ks=Qy esa flpkbZ dh tkrh gS] flapkbZ {ks=Qy esa o`f) 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 o`f)
dh Ik;kZIr laHkkouk gSA mRikndrk ds bl varj dks d`f"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 o`f) 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 d`f"k mRiknu
ij T;knk vkfJr jguk lqjf{kr ugha gS vr% d`f"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 o`f) gsrq dk;Z fy;s x;s
gSaA 71310-20 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 o`f) dj fd;k tkosxkA 1699 O;fDr {ks= ls iyk;u djrs gSa ftldks
jksdus gsrq d`f"k mRiknu esa o`f)] d`f"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
n{krk fuekZ.k lao/kZu
izf'k{k.k laLFkkvksa dh lwph%&
1 2 3 4 5 6 7 8
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-,- NIRD Rajendra nagar, Hyderabad_500030 Web:www.nird.org.in
Director NIRD
Govt. G.I.S Minstry of Rural Devlopment
2 MCY;w-Mh-Vh- Deeps
hikha
Grami
n
Vikas
Sansth
an
Pujari ki
Bhain
Navalgarh
Jhunjhunu
NGO Water Resource
Development
Basics of Watershed
Management
Soil and Water
Conservation
Institutional
Development
Social Development
&Gender
Agri Production and
Management
Livestock Management
Productivity
Enhancement
Livelihoods
Non Farm Sector like skill
development
3 miHkksDRkk lewg
4 Lo;a lgk;rk
lewg
5 tyxzg.k
lfefr
6 xzke iapk;r
7 leqnk;
8 ifj;ktuk
izcU/kd @,l-
,y-,u-,-
# dsUnz ljdkjh foHkkx@jkT; ljdkjh foHkkx@Lora= laLFkk@'kks/k laLFkk@fo'ofo|ky;@vU; ¼d`i;k Li"V djsa½
$ {kerk fuekZ.k@d`f"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
lkj.kh %& ifj;kstuk {ks= esa {kerk lao/kZu laca/kh xfrfof/k;kW ¼HkkSfrd ,oa foRrh;½ ifj;kstuk ykxr dk 4 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
r`rh;
o"kZ
prqFkZ
o"kZ
iape
o"kZ dqy
izFke
o"kZ
f}rh;
o"kZ
r`rh;
o"kZ
prqFkZ
o"kZ
iape
o"kZ dqy
izFke
o"kZ
f}rh;
o"kZ
r`rh;
o"kZ
prqFkZ
o"kZ
iape
o"kZ dqy
1 ih-vkbZ-,- 1 1 1 1 2 2 7 7 7
2 MCY;w-Mh-Vh- 4 4 4 4 4 20 2 2 2 2 2 10 24 24 24 24 24 120 3 miHkksDRkk lewg 700 700 700 700 700 3500 14 14 14 14 14 70 700 700 700 700 700 3500 4 Lo;a lgk;rk
lewg
350 450 900 900 900 3500 4 4 4 4 4 20 350 450 900 900 900 3500
5 tyxzg.k lfefr 70 70 70 70 70 350 4 4 4 4 4 20 70 70 70 70 70 350 6 xzke iapk;r 70 70 70 70 70 350 2 2 2 2 2 10 70 70 70 70 70 350 7 leqnk; 200 200 200 200 200 1000 4 4 4 4 4 20 200 200 200 200 200 1000 8 'kSf{kf.kd Hkze.k
¼vUrZjkT;½
- 100 - - - 100 - 1 - - - 1 - 600 - - - 600
9 'kSf{kf.kd Hkze.k
¼vUrZjkT;½
- 50 - - - 50 - 1 - - - 1 - 500 - - - 500
10 ifj;ktuk izcU/kd
@,l-,y-,u-,-
5 5 5 5 5 25 12 12 12 12 12 60 35 35 35 35 35 175
11 dqy HkkSfrd 1399 1650 1950 1950 1949 8895 42 45 44 44 42 212 1449 2656 2006 2006 1999 10095 12 dqy foRrh; - - - - - - 4.42 10.4 7.39 4.43 4.44 31.08 - - - - -
lkj.kh %& ifj;kstuk {ks= esa f'k{kk vkSj lapkj laca/kh xfrfof/k;kW ¼vkbZ-bZ-lh-½ ifj;kstuk ykxr dk 1 izfr'kr
1 2 3 4 5
Ø-la- xfrfo/kh dk;Zdkjh
laLFkk
ifj;kstuk dh
dqy ykxr esa ls
1izfr'kr jkf'k
dk vkaoVu
vkaoVu ¼yk[kks esa½
'kwU; o"kZ izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ dqy
1 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk
IykLVj vkWQ isfjl@ feV~Vh@
ydMh@IykfLVd ls cuk gqvk ekWMyA
1.17
0.17 1.17
2 MhLiys cksMZs@IysDlh cksMZ@ 0.29 0.47 0.23
3 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks o
izkfIr vkfn dks n’kkZrh gqbZ A
2.33 0.23 0.23 0.23 2.33
4 tyxzg.k fodkl laca/kh eqfnzr
iEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA
0.23 0.23 0.23
5 Ukkjk ys[ku 0.47 0.47
6 lQyrk dh dgkuh;ksa dh
ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa
d`"kdks ls lk{kkRdkj @ okrkZ A
1.55 0.16 0.16 0.23 0.16 0.16 1.55
7 fucU/k o okn&fookn izfr;ksfxrk 0.08 0.08 0.08 0.08
8 jsfM;ksa@nwjn’kZu ij okrkZ o foKkiu 0.08 0.08 0.16 0.08
9 lkaLdfrd R;kSgkj @ esys vkfn ds volj ij
iznZ’kuh
1.17
0.12 0.12 0.12 0.12 1.17
10 uqDdM+ ukVd 0.12 0.12 0.12 0.12
11 dViqryh izn’kZu 0.06 0.06 0.06 0.06
12 jkf= xks"Bh 1.55 0.08 0.08 0.08 0.08 1.55
1 2 3 4 5
Ø-la- xfrfo/kh dk;Zdkjh
laLFkk
ifj;kstuk dh
dqy ykxr esa ls
1izfr'kr jkf'k
dk vkaoVu
vkaoVu ¼yk[kks esa½
'kwU; o"kZ izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ dqy
13 Hkw laj{k.k lIrkg 0.08 0.08 0.08 0.08
14 psruk jSyh 0.08 0.08 0.08 0.08
15 tyxzg.k fodkl dk lans’k nsus okys
lkaLdfrd dk;ZØe
0.08 0.08 0.08 0.08
16 d`"kd fnol dk vk;kstu ,oa {ks= Hkze.k fnol
dk vk;kstu bR;kfn
0.08 0.08 0.08 0.08
dqy 1-00 7.77 1.09 2.21 2.18 1.30 0.99 7.77
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 dj 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
&1 ehVj 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
ukjk ys[ku dk;Z nhikokl
ukjk ys[ku dk;Z nhikokl
vkeq[khdj.k dk;Z'kkyk tyxzg.k{ks= VksMk
vkeq[khdj.k dk;Z'kkyk tyxzg.k{ks= VksMk
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 :- 777-0 -yk[k
vkthfodk en esa miyC/k jkf'k : -69-93-yk[k
¼ifj;kstuk dh dqy ykxr dk 9%) v- Lo;a lgk;rk lewgksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : 49-96 -yk[k
¼vkthfodk en esa miyC/k jkf'k dk U;wure 60%½
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 200 49.96 71.44
v orZeku esa
c u;s
;ksx
2 O;fDrxr m|eh 28 6.97 9.96
3
Lo;a lgk;rk lewgksa ds
QSMjs'ku@ m|eh
Lo;a lgk;rk lewg 7 13 18.60
dqy ;ksx 235 69.93
d`f"k vk/kkfjr izLrkfor xfrfof/k;ka
Xkfrfof/k dk uke
Lo;a lgk;rk lewg dh
la[;k
ijkdze fuf/k
eNyhikyu
Ms;jh
eqxhZikyu 3 0.9
lwvj ikyu
cdjh ikyu 6 1.8
e/kq eD[kh ikyu
js'ke ds dhV dk ikyu
ulZjh
eDds dks Nhyus dh e’khu
nky fey
rsy fey
vU; ¼y?kqm|ferk ,oa d`f"k
izlaLdj.k bdkbZa½
14 4.2
;ksx
vd`f"k {ks= gsrq izLrkfor xfrfof/k;ka
Xkfrfof/k dk uke
Lo;a lgk;rk lewg dh
la[;k
ijkdze fuf/k
nLrdkj
[kkrh
lqukj
eksph
dqEgkj
eSlu
i;kZoj.k i;ZV.k
d`f"k izlaLdj.k
yqgkj
eksecRrh cukuk
Nksuk iRry
flykbZ@cqukbZ
Pkk; dh nqdku
tujy LVksj
ekckbZy fjis;j
feL=h@fofo/k 'kkWi
vU; dk;Z
‘;ksx
fufeZr fd;s tkus okys Lo;a lgk;rk lewgksa dh la[;k 200
c- Lo;a lgk;rk lewgksa ds QSMjs'ku@ m|eh Lo;a lgk;rk lewgksa dks vuqnku ds :i esa ns; jkf'k 13-0 yk[k
¼vkthfodk en esa miyC/k jkf'k dk vf/kdre 30%½
Lo;a lgk;rk lewgksa ds QSMjs'ku@ m|eh Lo;a lgk;rk lewgksa }kjk fd;s tkus okys izLrkfor dk;ksZa dk fooj.k %
dz-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
izLrkfor
ifj;kstuk ij
ns; vuqnku jkf’k
cSad yksu
1
2
;ksx
l- O;fDrxr m|fe;ksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : 6-97--yk[k
¼vkthfodk en esa miyC/k jkf'k dk vf/kdre 10%½
fpfUgr fd;s x;s O;fDrxr m|fe;ksa dh la[;k &28
fpfUgr fd;s x;s m|eksa dk fooj.k %
dz-la- Xkfrfof/k dk uke m|fe;ksa dh la[;k oxZ vuq tkfr@vuq-
tu tkfr@vU;
ns; ijkdze fuf/k m|eh dh fgLlk
jkf’k
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 777-0 yk[k :i;s
(ii) mRiknu i)fr esa miyC/k jkf’k ¼dqy ykxr dk 10% ½ = 77.70-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 eNyhikyu
2 Ms;jh
3 eqxhZikyu 03 0.90 0.135
4 lwvj ikyu
5 cdjh ikyu 06 1.80 0.27
6 e/kq eD[kh ikyu
7 js'ke ds dhV dk ikyu
8 ulZjh
B vU;
1 Qyks|ku
14 4.05 0.61
a Qly izn'kZu
425 13.62 2.043
b Qwyksa dh [ksrh
07 0.12 0.018
c vkS"k/kh; iks/kkSa dh [ksrh
2 lCth;ksa dh [ksrh
25 0.77 0.116
3 elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) 21 0.70 0.11
4 pkjk mRiknu
212 2.12 0.32
5 oehZ dEiksLV bdkbZ
6 1.44 0.216
6 vkWxsZfud [ksrh ¼gjh [kkn] uSMsi [kkn o
dEiksLV [kkn½
24 5.76 0.86
7 vukt Hk.Mkj.k Vsad
200 10 1.50
8 d`f"k midj.k
39 5.85 0.88
9 pkjk e'khu (dkVus@Nkuus ) 60 4.80 0.72
10 i'kq vkokl
45 13.50 2.025
11 i'kq LokLF; izzca/ku
96 5.76 0.57
12 'kSM uSV
13 ulZjh
C y?kq m|e
1 d`f"k izlaLdj.k
2 ewY; lao/kZu
3 Qyksa dk ifjj{k.k (pVuh , vpkj ,
eqjCck , tSe , tSyh]vkfn )
4 vkVk pDdh
5 nky fey
6 rsy fey
7 eDds dks Nhyus dh e’khu
8 Ik’kq fodkl xfrfof/k;ka
a d`f+e xHkkZ/kku
b cf/k;kdj.k
c ;wfj;k ekSyk;fll dk izn’kZu
9 i'kq ukn
10 i'kq gsrq 'kSM
vU;
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
d`f=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 d`f=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
Project Manager, WCDC Distt. - Sikar
v/;k;&3
izLrkfor fodkl ;kstuk
ifj;kstuk dk uke % VskMk ia-l- uhedkFkkuk ftyk % lhdj
ifj;kstuk dk {ks=Qy% 5180 gSDV ykxr 777.0 yk[k
(d)
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
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ykxr
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jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
iz'kklu 10% 10.65 10.65 0.00 0.00 13.95 13.95 0.00 0.00 24.00 24.00 0.00 0.00 10.58 10.58 0.00 0.00 0.00 18.53 18.53 0.00 0.00 77.70 77.70 0.00 0.00
izcks/ku 1% 1.07 1.07 0.00 0.00 1.40 1.40 0.00 0.00 2.40 2.40 0.00 0.00 1.06 1.06 0.00 0.00 0.00 1.85 1.85 0.00 0.00 7.77 7.77 0.00 0.00
ewY;kadu 1% 1.07 1.07 0.00 0.00 1.40 1.40 0.00 0.00 2.40 2.40 0.00 0.00 1.06 1.06 0.00 0.00 0.00 1.85 1.85 0.00 0.00 7.77 7.77 0.00 0.00
izos'k fcUnq xfrfof/k 4% 4.26 4.26 0.00 0.00 5.58 5.58 0.00 0.00 9.60 9.60 0.00 0.00 4.23 4.23 0.00 0.00 0.00 7.41 7.41 0.00 0.00 31.08 31.08 0.00 0.00izf'k{k.k ,oa n{krk
fuekZ.k 5% 5.33 5.33 0.00 0.00 6.98 6.98 0.00 0.00 12.00 12.00 0.00 0.00 5.29 5.29 0.00 0.00 0.00 9.26 9.26 0.00 0.00 38.85 38.85 0.00 0.00
foLrr ifj;kstuk
izfrosnu 1% 1.07 1.07 0.00 0.00 1.40 1.40 0.00 0.00 2.40 2.40 0.00 0.00 1.06 1.06 0.00 0.00 0.00 1.85 1.85 0.00 0.00 7.77 7.77 0.00 0.00
;ksx (d) 22% 23.43 23.43 0.00 0.00 30.69 30.69 0.00 0.00 52.80 52.80 0.00 0.00 23.27 23.27 0.00 0.00 0.00 40.76 40.76 0.00 0.00 170.94 170.94 0.00 0.00
([k) izkdfrd lalk/ku izca/ku (56%)
leksP; ca/k@esM-cUnh gS0 0.29 29.69 8.61 8.61 0.00 0.69 50.7 14.7 14.70 0.00 1.18 92.77 26.9 26.9033 0.00 2.15 25.36 7.354 7.35 0.00 0.59 54.66 15.85 15.85 0.00 1.27 253.2 73.42 73.42 0.00 5.87
feV~Vh ds cka/k (ECD)la[;k 0.30 2 0.60 0.60 0.00 0.05 10 3 3 0.00 0.24 7 2.1 2.1 0.00 0.17 3 0.9 0.90 0.00 0.07 18.00 5.40 5.40 0.00 0.43 40.0 12.00 12.00 0.00 0.96
ty fudkl (outlet) lajpuk,sala[;k 0.09 15 1.35 1.35 0.00 0.11 45 4.05 4.05 0.00 0.32 75 6.75 6.75 0.00 0.54 30 2.7 2.70 0.00 0.22 35.00 3.15 3.15 0.00 0.25 200.0 18.00 18.00 0.00 1.44
ty laxzg.k lajpuk,sa la[;k 5 7.5 7.5 0.00 0.60 8 12 12 0.00 0.96 14 21 21 0.00 1.68 5 7.5 7.50 0.00 0.60 15.00 22.50 22.50 0.00 1.80 47.0 70.50 70.50 0.00 5.64
okfudh gtkj 1.26 5.5 6.93 6.93 0.00 0.55 2 2.52 2.52 0.00 0.20 6.5 8.19 8.19 0.00 0.66 3.25 4.095 4.10 0.00 0.33 3.50 4.41 4.41 0.00 0.35 20.8 26.15 26.15 0.00 2.09[ksr rykbZ la[;k 2.0 0 0.00 0.00 0.00 0.00 1 2 2 0.00 0.16 2 4 4 0.00 0.32 0 0 0.00 0.00 0.00 1.00 2.00 2.00 0.00 0.16 4.0 8.00 8.00 0.00 0.64rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.5 0.15 1.58 1.58 0.00 0.13 0.125 1.316 1.31625 0.00 0.11 0.45 4.739 4.7385 0.00 0.38 0.3 3.159 3.16 0.00 0.25 0.25 2.63 2.63 0.00 0.21 1.3 13.43 13.43 0.00 1.07
pkjkxkg fodkl gS0 9.21 1.0 9.21 9.21 0.00 0.00 10 18.42 18.42 0.00 0.00 5 9.21 9.21 0.00 0.00 0 0 0.00 0.00 0.00 5.00 9.21 9.21 0.00 21.0 46.05 46.05 0.00 0.00
oh&fMp fdeh- 2.46 1.5 3.69 3.69 0.00 0.00 1 2.46 2.46 0.00 0.00 1 2.46 2.46 0.00 0.00 1.5 3.69 3.69 0.00 0.00 1.50 3.69 3.69 0.00 6.5 15.99 15.99 0.00 0.00
ty laxzg.k lajpuk,sa la[;k 3.75 3.75 0.00 0.00 3.75 0.00 0.00 15 15 0.00 0.00 3.75 3.75 0.00 0.00 7.50 7.50 0.00 33.75 33.75 0.00 0.00
okfudh gtkj 1.26 2.0 3.15 3.15 0.00 0.00 2 2.52 2.52 0.00 0.00 2 2.52 2.52 0.00 0.00 1.5 1.89 1.89 0.00 0.00 2.50 3.15 3.15 0.00 10.0 13.23 13.23 0.00 0.00
fjVssfux oky ehVj 0.13 15.0 1.30 1.30 0.00 0.00 15 1.95 1.95 0.00 0.00 17 2.21 2.21 0.00 0.00 15 1.95 1.95 0.00 0.00 15.00 1.95 1.95 0.00 77.0 9.36 9.36 0.00 0.00
rV LFkjhdj.k fdeh- 10.53 0.3 3.16 3.16 0.00 0.00 0.15 1.58 1.5795 0.00 0.00 0.3 3.159 3.159 0.00 0.00 0.2 2.106 2.11 0.00 0.00 0.35 3.69 3.69 0.00 1.3 13.69 13.69 0.00 0.000.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0 0 0 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00
ukyk rV LFkjhdj.k ehVj 0.27 22.0 4.05 4.05 0.00 0.00 10 2.7 2.7 0.00 0.00 25 6.75 6.75 0.00 0.00 12.5 3.375 3.38 0.00 0.00 25.00 6.75 6.75 0.00 94.5 23.63 23.63 0.00 0.00
iRFkj ds pSd Msel la[;k 0.13 35.0 2.60 2.60 0.00 0.00 20 2.6 2.6 0.00 0.00 45 5.85 5.85 0.00 0.00 40 5.2 5.20 0.00 0.00 40.00 5.20 5.20 0.00 180.0 21.45 21.45 0.00 0.00
ty laxzg.k lajpuk,sa la[;k 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 9 9 0.00 0.00 9 9.00 0.00 0.00 4.50 4.50 0.00 22.50 22.50 0.00 0.00
bZdkbZbZdkbZ
ykxr
df"k Hkwfe gsrq laj{k.k dk;Z
vdf"k Hkwfe gsrq laj{k.k dk;Z
xzke iapk;r lkaoyiqjk&raojkuxzke iapk;r nhikokl ;ksx
izkjfEHkd xfrfof/k;ka (22%)
Mªsust ykbZu VªhVesUV
xzke iapk;r eksdyokl xzke iapk;r VksMk xzke iapk;r fpiykVk
xfrfof/k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
bZdkbZbZdkbZ
ykxr
xzke iapk;r lkaoyiqjk&raojkuxzke iapk;r nhikokl ;ksxxzke iapk;r eksdyokl xzke iapk;r VksMk xzke iapk;r fpiykVk
xfrfof/k
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1.0 1.32 1.32 0.00 0.00 1 1.32 1.32 0.00 0.00 1 1.32 1.32 0.00 0.00 1 1.32 1.32 0.00 0.00 1.00 1.32 1.32 0.00 5.0 6.60 6.60 0.00 0.00
feV~Vh ds pSd Mse la[;k 0.39 9.0 0.78 0.78 0.00 0.00 3 1.17 1.17 0.00 0.00 8 3.12 3.12 0.00 0.00 3 1.17 1.17 0.00 0.00 2.00 0.78 0.78 0.00 25.0 7.02 7.02 0.00 0.00
ewatk?kkl jksi.k fdeh- 0.06 1.0 0.06 0.06 0.00 0.00 1 0.06 0.06 0.00 0.00 2 0.12 0.12 0.00 0.00 1 0.06 0.06 0.00 0.00 1.00 0.06 0.06 0.00 6.0 0.36 0.36 0.00 0.00
;ksx ( [k ) 59.64 59.64 0.00 2.13 78.12 78.1188 0.00 3.17 134.4 134.401 0.00 5.89 0 59.22 59.22 0.00 2.06 0.00 103.74 103.74 0.00 0.0 435.12 435.12 0.00 13.24
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 3 0.75 0.75 0.00 0.11 3 0.67 0.67 0.00 0.10 4.00 1.13 1.13 0.00 0.17 3.00 0.75 0.75 0.00 0.11 3.00 0.75 0.75 0.00 0.11 16.0 4.05 4.05 0.00 0.61
Qly izn'kZu gSDVs- 0.055 35.5 1.95 1.95 0.00 0.29 46 2.55 2.55 0.00 0.38 72.50 3.99 3.99 0.00 0.60 35.00 1.93 1.93 0.00 0.29 58.30 3.21 3.21 0.00 0.48 247.6 13.62 13.62 0.00 2.04Qwyksa dh [ksrh gSDVs- 0.24 0 0.00 0.00 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 0.00 0.00 0.00 0.50 0.12 0.12 0.00 0.02 0.5 0.12 0.12 0.00 0.02vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0 0.00 0.00 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 0.00 0.00 0.00 0.50 0.20 0.00 0.20 0.00 0.5 0.20 0.00 0.20 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 0.85 0.13 0.13 0.00 0.02 1 0.19 0.19 0.00 0.03 1.00 0.15 0.15 0.00 0.02 0.75 0.11 0.11 0.00 0.02 1.25 0.19 0.19 0.00 0.03 5.1 0.77 0.77 0.00 0.11elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 0.5 0.10 0.10 0.00 0.02 1 0.20 0.20 0.00 0.03 1.00 0.20 0.20 0.00 0.03 0.00 0.00 0.00 0.00 0.00 1.00 0.20 0.20 0.00 0.03 3.5 0.70 0.70 0.00 0.11pkjk mRiknu gSDVs- 0.05 6 0.30 0.30 0.00 0.05 9 0.43 0.43 0.00 0.06 9.50 0.48 0.48 0.00 0.07 7.35 0.37 0.37 0.00 0.06 11.00 0.55 0.55 0.00 0.08 42.4 2.12 2.12 0.00 0.32oehZ dEiksLV bdkbZ la[;k 0.24 1 0.24 0.24 0.00 0.04 1 0.24 0.24 0.00 0.04 2.00 0.48 0.48 0.00 0.07 1.00 0.24 0.24 0.00 0.04 1.00 0.24 0.24 0.00 0.04 6.0 1.44 1.44 0.00 0.22vkWxsZfud [ksrh ¼gjh [kkn] uSMsi
[kkn o dEiksLV [kkn½ la[;k 0.24 3 0.72 0.72 0.00 0.11 4 0.96 0.96 0.00 0.14 8.00 1.92 1.92 0.00 0.29 3.00 0.72 0.72 0.00 0.11 6.00 1.44 1.44 0.00 0.22 24.0 5.76 5.76 0.00 0.86vukt Hk.Mkj.k Vsad la[;k 0.05 27 1.35 1.35 0.00 0.20 36 1.80 1.80 0.00 0.27 62.00 3.10 3.10 0.00 0.47 27.00 1.35 1.35 0.00 0.20 48.00 2.40 2.40 0.00 0.36 200.0 10.00 10.00 0.00 1.50df"k midj.k la[;k 0.15 5 0.75 0.75 0.00 0.11 7 1.05 1.05 0.00 0.16 12.00 1.80 1.80 0.00 0.27 5.00 0.75 0.75 0.00 0.11 10.00 1.50 1.50 0.00 0.23 39.0 5.85 5.85 0.00 0.88pkjk e'khu (dkVus@Nkuus
) la[;k 0.08 8 0.64 0.64 0.00 0.10 11 0.88 0.88 0.00 0.13 19.00 1.52 1.52 0.00 0.23 8.00 0.64 0.64 0.00 0.10 14.00 1.12 1.12 0.00 0.17 60.0 4.80 4.80 0.00 0.72i'kq vkokl la[;k 0.30 6 1.80 1.80 0.00 0.27 8 2.40 2.40 0.00 0.36 14.00 4.20 4.20 0.00 0.63 6.00 1.80 1.80 0.00 0.27 11.00 3.30 3.30 0.00 0.50 45.0 13.50 13.50 0.00 2.03i'kq eatj la[;k 0.025 4 0.10 0.10 0.00 0.02 5 0.13 0.13 0.00 0.02 9.00 0.23 0.23 0.00 0.03 4.00 0.10 0.10 0.00 0.02 7.00 0.18 0.18 0.00 0.03 29.0 0.73 0.73 0.00 0.11eqxhZikyu la[;k 0.30 0 0.00 0.00 0.00 0.00 1 0.30 0.30 0.00 0.05 1.00 0.30 0.30 0.00 0.05 0.00 0.00 0.00 0.00 0.00 1.00 0.30 0.30 0.00 0.05 3.0 0.90 0.90 0.00 0.14cdjh ikyu la[;k 0.30 1 0.30 0.30 0.00 0.05 1 0.30 0.30 0.00 0.05 2.00 0.60 0.60 0.00 0.09 1.00 0.30 0.30 0.00 0.05 1.00 0.30 0.30 0.00 0.05 6.0 1.80 1.80 0.00 0.27i'kq LokLF; izzca/ku la[;k 0.24 3 0.72 0.72 0.00 0.11 4 0.96 0.96 0.00 0.14 8.00 1.92 1.92 0.00 0.29 3.00 0.72 0.72 0.00 0.11 6.00 1.44 1.44 0.00 0.22 24.0 5.76 5.76 0.00 0.86df"k izlaLdj.k bdkbZ la[;k 0.30 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.00 0.30 0.30 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.0 0.30 0.30 0.00 0.05y?kqm|ferk bdkbZ;k la[;k 0.30 2 0.60 0.60 0.00 0.09 2 0.60 0.60 0.00 0.09 4.00 1.20 1.20 0.00 0.18 2.00 0.60 0.60 0.00 0.09 3.00 0.90 0.90 0.00 0.14 13.0 3.90 3.90 0.00 0.59ulZjh gSDVs- 6.25 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.00 6.25 0.00 6.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.0 6.25 0.00 6.25 0.00 'kSM uSV 28X36 sqm) la[;k 5.06 1 5.06 0.00 5.06 0.00 0 0.00 0.00 0.00 0.00 1.00 5.06 0.00 5.06 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5.06 0.00 5.06 0.00 3.0 15.18 0.00 15.18 0.00xzhu gkml (28X36 sqm) la[;k 9.43 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.00 9.43 0.00 9.43 0.00 0.00 0.00 0.00 0.00 0.00 1.00 9.43 0.00 9.43 0.00 2.0 18.86 0.00 18.86 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 0 0.00 0.00 0.00 0.00 1 2.80 0.00 2.80 0.00 1.00 2.80 0.00 2.80 0.00 1.00 2.80 0.00 2.80 0.00 1.00 2.80 0.00 2.80 0.00 4.0 11.20 0.00 11.20 0.00IykfLVd efYpax gSDVs- 0.20 2 0.40 0.20 0.20 0.03 3 0.60 0.30 0.30 0.05 5.00 1.00 0.50 0.50 0.08 2.00 0.40 0.20 0.20 0.03 4.00 0.80 0.40 0.40 0.06 16.0 3.20 1.60 1.60 0.24IykfLVd Vuy gSDVs- 3.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.00 3.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.0 3.00 0.00 3.00 0.00,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 2.00 0.00 1 2.00 0.00 2.00 0.00 1.00 2.00 0.00 2.00 0.00 1.00 2.00 0.00 2.00 0.00 1.00 2.00 0.00 2.00 0.00 5.0 10.00 0.00 10.00 0.00
iksyh gkml gSDVs- 10.50 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.00 10.50 0.00 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.0 10.50 0.00 10.50 0.00
17.91 10.65 7.26 1.60 19.05 13.95 5.10 2.09 63.54 24.00 39.54 3.60 15.58 10.58 5.00 1.59 38.42 18.53 19.89 2.78 0.0 154.49 77.70 76.79 11.66
(?k ) vkthfodk xfrfof/k;ka ( 9%)mRiknu xfrfof/k;ka dk ;ksx (x)
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafor
dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
ek=kdqy
ykxr
ifj;kstu
k jkf'k ls
ykxr
dUotsZUl
jkf'k
ykHkkafo
r dh
fgLlk
jkf'k
bZdkbZbZdkbZ
ykxr
xzke iapk;r lkaoyiqjk&raojkuxzke iapk;r nhikokl ;ksxxzke iapk;r eksdyokl xzke iapk;r VksMk xzke iapk;r fpiykVk
xfrfof/k
Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 27 6.64 6.64 0 0 37 9 9 0 0 62 15.44 15.44 0.00 0.00 26 6.57 6.57 0.00 0.00 48.00 12.00 12.00 0.00 0.00 200 49.95 49.95 0.00 0.00
O;fDrxr m|fe;ksa dks
ns; ijkdze fuf/k
¼vf/kdre 10 izfr'kr½ la[;k 0.25 4 0.95 0.95 0 0 5 1 1 0 0 9 2.16 2.16 0.00 0.00 4 0.95 0.95 0.00 0.00 7 1.67 1.67 0.00 0.00 28 6.98 6.98 0.00 0.00
QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 1 2.00 2.00 0 0 1 2 2 0 0 2 4.00 4.00 0.00 0.00 1 2.00 2.00 0.00 0.00 2 3.00 3.00 0.00 0.00 7 13.00 13.00 0.00 0.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 9.59 9.59 0 0 13 13 0 0 21.60 21.60 0.00 0.00 31 9.52 9.52 0.00 0.00 16.67 16.67 0.00 0.00 69.93 69.93 0.00 0.00
(M-) lesadu ( 3%) 3.20 3.20 4.19 4.19 7.20 7.20 3.17 3.17 5.56 5.56 23.31 23.31 0.00 0.00
113.76 106.50 7.26 3.72 144.60 139.50 5.10 5.26 279.54 240.00 39.54 9.49 110.75 105.75 5.00 3.64 0.00 205.14 185.25 19.89 2.78 853.79 777.00 76.79 24.90dqy ;ksx
ifj;kstuk dk uke % IWMP- Toda ia-l- dk uke % uhedkFkkuk ftyk % lhdj
ifj;kstuk dh ykxr % 777.0 yk[k
Je lkexzh dqy
(d) izkjfEHkd xfrfof/k;ka
iz'kklu 10% 77.70 0.00 0.00 77.70 0.00 0.00
izcks/ku 1% 7.77 0.00 0.00 7.77 0.00 0.00
ewY;kadu 1% 7.77 0.00 0.00 7.77 0.00 0.00
izos'k fcUnq xfrfof/k 4% 31.08 7.77 23.31 31.08 0.00 0.00
izf'k{k.k ,oa n{krk fuekZ.k 5% 38.85 0.00 0.00 38.85 0.00 0.00foLrr ifj;kstuk
izfrosnu 1% 7.77 0.00 0.00 7.77 0.00 0.00
;ksx d 170.94 7.77 23.31 170.94 0.00 0.00
([k) izkdfrd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 253.18 73.42 73.42 0.00 5.87
feV~Vh ds cka/k (ECD) la[;k 0.30 40.00 12.00 12.00 0.00 0.96
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 200.00 18.00 18.00 0.00 1.44
ty laxzg.k lajpuk,sala[;k
1.5 47.00 70.50 70.50 0.00 5.64
okfudhgtkj
1.26 20.75 26.15 26.15 0.00 2.09
[ksr rykbZla[;k
2.0 4.00 8.00 8.00 0.00 0.64
rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 1.28 13.43 13.43 0.00 1.07
pkjkxkg fodkl gS0 1.84 25.00 46.05 46.05 0.00 0.00
oh&fMp fdeh- 2.46 6.50 15.99 15.99 0.00 0.00
ty laxzg.k lajpuk,sa la[;k 3.75 9.00 33.75 33.75 0.00 0.00
okfudh gtkj 1.26 10.50 13.23 13.23 0.00 0.00
fjVssfux oky ehVj 0.13 72.00 9.36 9.36 0.00 0.00
rV LFkjhdj.k fdeh- 10.53 1.30 13.69 13.69 0.00 0.00
ukyk rV LFkjhdj.k ehVj 0.27 87.50 23.63 23.63 0.00 0.00
iRFkj ds pSd Msel la[;k 0.13 165.00 21.45 21.45 0.00 0.00
ty laxzg.k lajpuk,sala[;k
4.5 5.00 22.50 22.50 0.00 0.00
v/;k;&4
xfrfof/kokj ykxr dk lkjka'k
xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k ykHkkafor
dh fgLlk
jkf'k
dqy
ykxr
ifj;kstuk jkf'k ls ykxr dUotsZUl
jkf'k
df"k Hkwfe gsrq laj{k.k dk;Z
vdf"k Hkwfe gsrq laj{k.k dk;Z
Mªsust ykbZu VªhVesUV
Je lkexzh dqy
xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k ykHkkafor
dh fgLlk
jkf'k
dqy
ykxr
ifj;kstuk jkf'k ls ykxr dUotsZUl
jkf'k
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 5.00 6.60 6.60 0.00 0.00
feV~Vh ds pSd Mse la[;k 0.39 18.00 7.02 7.02 0.00 0.00
ewatk?kkl jksi.k fdeh- 0.06 6.00 0.36 0.36 0.00 0.00
;ksx [k 435.12 435.12 0.00 13.24
( x ) mRiknu xfrfof/k;ka (10%)
Qyks|kula[;k 0.30 16.00 4.05 4.05 0.00 0.61
Qly izn'kZu gSDVs- 0.055 247.60 13.62 13.62 0.00 2.04
Qwyksa dh [ksrh gSDVs- 0.24 0.50 0.12 0.12 0.00 0.02
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0.50 0.20 0.00 0.20 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 5.10 0.77 0.77 0.00 0.11
elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 3.50 0.70 0.70 0.00 0.11
pkjk mRiknu gSDVs- 0.05 42.35 2.12 2.12 0.00 0.32
oehZ dEiksLV bdkbZ la[;k 0.24 6.00 1.44 1.44 0.00 0.22vkWxsZfud [ksrh ¼gjh [kkn] uSMsi
[kkn o dEiksLV [kkn½ la[;k 0.24 24.00 5.76 5.76 0.00 0.86
vukt Hk.Mkj.k Vsad la[;k 0.05 200.00 10.00 10.00 0.00 1.50
df"k midj.k la[;k 0.15 39.00 5.85 5.85 0.00 0.88
pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 60.00 4.80 4.80 0.00 0.72
i'kq vkokl la[;k 0.30 45.00 13.50 13.50 0.00 2.03
i'kq eatj la[;k 0.025 29.00 0.73 0.73 0.00 0.11
eqxhZikyu la[;k 0.30 3.00 0.90 0.90 0.00 0.14
cdjh ikyu la[;k 0.30 6.00 1.80 1.80 0.00 0.27
i'kq LokLF; izzca/ku la[;k 0.24 24.00 5.76 5.76 0.00 0.86
df"k izlaLdj.k bdkbZ la[;k 0.30 1.00 0.30 0.30 0.00 0.05
y?kqm|ferk bdkbZ;k la[;k 0.30 13.00 3.90 3.90 0.00 0.59
ulZjh gSDVs- 6.25 1.00 6.25 0.00 6.25 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 3.00 15.18 0.00 15.18 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 2.00 18.86 0.00 18.86 0.00
tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 4.00 11.20 0.00 11.20 0.00
IykfLVd efYpax gSDVs- 0.20 16.00 3.20 1.60 1.60 0.24
IykfLVd Vuy gSDVs- 3.00 1.00 3.00 0.00 3.00 0.00
,UVh cMZ usV gSDVs- 2.00 5.00 10.00 0.00 10.00 0.00
iksyh gkml gSDVs- 10.50 1.00 10.50 0.00 10.50 0.00
154.49 77.70 76.79 11.66mRiknu xfrfof/k;ka dk ;ksx (x)
Je lkexzh dqy
xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k ykHkkafor
dh fgLlk
jkf'k
dqy
ykxr
ifj;kstuk jkf'k ls ykxr dUotsZUl
jkf'k
(?k ) vkthfodk xfrfof/k;ka (9%)
Lo;a lgk;rk lewgksa dks ns;
ijkdze fuf/k ¼de ls de
60 izfr'kr½ la[;k 0.25 200 49.95 49.95 0.00 0.00
O;fDrxr m|fe;ksa dks ns;
ijkdze fuf/k ¼vf/kdre 10
izfr'kr½ la[;k 0.25 28 6.98 6.98 0.00 0.00
QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 7 13.00 13.00 0.00 0.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 69.93 69.93 0.00 0.00
(M-) lesadu ( 3%) 23.31 23.31 0.00 0.00
853.79 777.00 76.79 24.90
ih-vkbZ-,- ,oa lgk;d vfHk;Urk ifj;kstuk izca/kd
tyxzg.k fodkl ,oa Hkw laj{k.k MCY;w-lh-Mh-lh-
iapk;r lfefr [k.Msyk ftyk ifj"kn lhdj
dqy ;ksx
v/;k;&5 (i)
okf"kZd dk;Z ;kstuk VksMk ifj;kstuk
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
ifj;kstuk dk {ks=Qy% 5180 gSDV ykxr 777.00 yk[k
Through Project Fund
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 77.70 77.70 0.00 11.66 15.54 19.43 15.54 15.54 77.70
izcks/ku 1% 7.77 7.77 0.00 1.55 1.94 1.94 1.55 0.78 7.77
ewY;kadu 1% 7.77 7.77 0.00 0.78 3.11 3.89 7.77
izos'k fcUnq xfrfof/k 4% 31.08 31.08 0.00 10.88 13.99 6.22 31.08
izf'k{k.k ,oa n{krk fuekZ.k 5% 38.85 38.85 0.00 15.54 7.77 7.77 7.77 0.00 38.85foLr`r ifj;kstuk
izfrosnu 1% 7.77 7.77 0.00 4.66 3.11 0.00 7.77
;ksx (d) 22% 170.94 170.94 0.00 44.29 43.12 38.46 24.86 20.20 170.94([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 253.18 73.42 73.42 0.00 0.00 0.00 0.00 25.32 7.34 101.27 29.37 75.95 22.03 50.64 14.68 253.18 73.42
feV~Vh ds cka/k (ECD) la[;k 0.30 40.00 12.00 12.00 0.00 0.00 0.00 0.00 4.00 1.20 16.00 4.80 12.00 3.60 8.00 2.40 40.00 12.00
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 200.00 18.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 80.00 7.20 60.00 5.40 60.00 5.40 200.00 18.00
ty laxzg.k lajpuk,sa la[;k 70.50 70.50 0.00 0.00 0.00 0.00 1.20 28.20 21.15 19.95 70.50
okfudh gtkj 1.26 20.75 26.15 26.15 0.00 0.00 0.00 0.00 0.00 0.00 8.30 10.46 6.23 7.84 6.23 7.84 20.75 26.15
[ksr rykbZ la[;k 2.0 4.00 8.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.20 2.40 2.80 5.60 4.00 8.00
rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 1.28 13.43 13.43 0.00 0.00 0.00 0.00 0.00 0.00 0.51 5.37 0.38 4.03 0.38 4.03 1.28 13.43
pkjkxkg fodkl gS0 1.842 25.00 46.05 46.05 0.00 0.00 0.00 0.00 0.00 0.00 10.00 18.42 7.50 13.82 7.50 13.82 25.00 46.05
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ rrh; 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
oh&fMp fdeh- 2.46 6.50 15.99 15.99 0.00 0.00 0.00 0.00 0.65 1.60 2.60 6.40 1.95 4.80 1.30 3.20 6.50 15.99
ty laxzg.k lajpuk,sa la[;k 33.75 33.75 0.00 0.00 0.00 0.00 0.00 13.50 10.13 10.13 33.75
okfudh gtkj 1.26 10.50 13.23 13.23 0.00 0.00 0.00 0.00 0.00 0.00 4.20 5.29 3.15 3.97 3.15 3.97 10.50 13.23
fjVssfux oky ehVj 0.13 72.00 9.36 9.36 0.00 0.00 0.00 0.00 0.00 0.00 28.80 3.74 21.60 2.81 21.60 2.81 72.00 9.36
rV LFkjhdj.k fdeh- 10.53 1.30 13.69 13.69 0.00 0.00 0.00 0.00 0.13 1.37 0.52 5.48 0.39 4.11 0.26 2.74 1.30 13.69
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
ukyk rV LFkjhdj.k ehVj 0.27 87.50 23.63 23.63 0.00 0.00 0.00 0.00 8.75 2.36 35.00 9.45 26.25 7.09 17.50 4.73 87.50 23.63
iRFkj ds pSd Msel la[;k 0.13 165.00 21.45 21.45 0.00 0.00 0.00 0.00 16.50 2.15 66.00 8.58 49.50 6.44 33.00 4.29 165.00 21.45
ty laxzg.k lajpuk,sa la[;k 22.50 22.50 0.00 0.00 0.00 0.00 0.00 9.00 6.75 6.75 22.50
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 5.00 6.60 6.60 0.00 0.00 0.00 0.00 0.50 0.66 2.00 2.64 1.50 1.98 1.00 1.32 5.00 6.60
feV~Vh ds pSd Mse la[;k 0.39 18.00 7.02 7.02 0.00 0.00 0.00 0.00 1.80 0.70 7.20 2.81 5.40 2.11 3.60 1.40 18.00 7.02
ewatk?kkl jksi.k fdeh- 0.06 6.00 0.36 0.36 0.00 0.00 0.00 0.00 0.00 0.00 2.40 0.14 1.80 0.11 1.80 0.11 6.00 0.36
;ksx ( [k ) 435.12 435.12 0.00 0.00 0.00 0.00 0.00 18.58 0.00 170.85 0.00 130.54 0.00 115.16 0.00 435.12
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 16.00 4.05 4.05 0.00 0.00 0.00 0.00 0.00 0.00 5.80 1.47 6.40 1.62 3.80 0.96 16.00 4.05
Qly izn'kZu gSDVs- 0.055 247.60 13.62 13.62 0.00 0.00 0.00 0.00 0.00 0.00 99.04 5.45 99.04 5.45 49.52 2.72 247.60 13.62
Qwyksa dh [ksrh gSDVs- 0.24 0.50 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.05 0.20 0.05 0.10 0.02 0.50 0.12
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0.50 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.20 0.00 0.10 0.00 0.50 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 5.10 0.77 0.77 0.00 0.00 0.00 0.00 0.00 0.00 2.04 0.31 2.04 0.31 1.02 0.15 5.10 0.77elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 3.50 0.70 0.70 0.00 0.00 0.00 0.00 0.00 0.00 1.40 0.28 1.40 0.28 0.70 0.14 3.50 0.70
pkjk mRiknu gSDVs- 0.05 42.35 2.12 2.12 0.00 0.00 0.00 0.00 0.00 0.00 16.94 0.85 16.94 0.85 8.47 0.42 42.35 2.12
oehZ dEiksLV bdkbZ la[;k 0.24 6.00 1.44 1.44 0.00 0.00 0.00 0.00 0.00 0.00 2.40 0.58 2.40 0.58 1.20 0.29 6.00 1.44vkWxsZfud [ksrh ¼gjh [kkn] uSMsi
[kkn o dEiksLV [kkn½la[;k 0.24 24.00 5.76 5.76 0.00 0.00 0.00 0.00 0.00 0.00 9.60 2.30 9.60 2.30 4.80 1.15 24.00 5.76
vukt Hk.Mkj.k Vsad la[;k 0.05 200.00 10.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 80.00 4.00 80.00 4.00 40.00 2.00 200.00 10.00
d`f"k midj.k la[;k 0.15 39.00 5.85 5.85 0.00 0.00 0.00 0.00 0.00 0.00 15.60 2.34 15.60 2.34 7.80 1.17 39.00 5.85
pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 60.00 4.80 4.80 0.00 0.00 0.00 0.00 0.00 0.00 24.00 1.92 24.00 1.92 12.00 0.96 60.00 4.80
i'kq vkokl la[;k 0.30 45.00 13.50 13.50 0.00 0.00 0.00 0.00 0.00 0.00 18.00 5.40 18.00 5.40 9.00 2.70 45.00 13.50
Mªsust ykbZu VªhVesUV
i'kq eatj la[;k 0.025 29.00 0.73 0.73 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.29 11.60 0.29 5.80 0.15 29.00 0.73
eqxhZikyu la[;k 0.30 3.00 0.90 0.90 0.00 0.00 0.00 0.00 0.00 0.00 1.20 0.36 1.20 0.36 0.60 0.18 3.00 0.90
cdjh ikyu la[;k 0.30 6.00 1.80 1.80 0.00 0.00 0.00 0.00 0.00 0.00 2.40 0.72 2.40 0.72 1.20 0.36 6.00 1.80
i'kq LokLF; izzca/ku la[;k 0.24 24.00 5.76 5.76 0.00 0.00 0.00 0.00 0.00 0.00 9.60 2.30 9.60 2.30 4.80 1.15 24.00 5.76
d`f"k izlaLdj.k bdkbZ la[;k 0.30 1.00 0.30 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
y?kqm|ferk bdkbZ;k la[;k 0.30 13.00 3.90 3.90 0.00 0.00 0.00 0.00 0.00 0.00 5.20 1.56 5.20 1.56 2.60 0.78 13.00 3.90
ulZjh gSDVs- 6.25 1.00 6.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 3.00 15.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 0.00 3.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 2.00 18.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 4.00 11.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.60 0.00 1.60 0.00 0.80 0.00 4.00 0.00
IykfLVd efYpax gSDVs- 0.20 16.00 3.20 1.60 0.00 0.00 0.00 0.00 0.00 0.00 6.40 0.64 6.40 0.64 3.20 0.32 16.00 1.60
IykfLVd Vuy gSDVs- 3.00 1.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
,UVh cMZ usV gSDVs- 2.00 5.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.40 0.00 2.40 0.00 1.20 0.00 5.00 0.00
iksyh gkml gSDVs- 10.50 1.00 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00
154.49 77.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.93 0.00 31.08 0.00 15.69 0.00 77.70
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 200 49.95 49.95 0.00 0.00 0.00 0.00 21.00 5.25 70.00 17.50 70.00 17.50 38.79 9.70 200 49.95
O;fDrxr m|fe;ksa dks
ns; ijkdze fuf/k
¼vf/kdre 10 izfr'kr½ la[;k 0.25 28 6.98 6.98 0.00 0.00 0.00 0.00 3.00 0.75 9.00 2.25 9.00 2.25 6.93 1.73 28 6.98
QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 7 13.00 13.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2.00 2.00 4.00 3.50 7.00 7 13.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 69.93 69.93 0.00 0.00 0.00 0.00 24.00 6.00 80.00 21.75 81.00 23.75 49.22 18.43 234.22 69.93
(M-) lesadu ( 3%) 23.31 23.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.31 0.00 23.31853.79 777.00 0.00 44.29 67.70 261.99 210.23 192.79 777.00
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
okf"kZd dk;Z ;kstuk xzke iapk;r VksMk
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
xzke iapk;r esa ifj;kstuk dk {ks=Qy% 930 gSDV ykxr 139.50 yk[k
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 13.95 13.95 0.00 2.09 2.79 3.49 2.79 2.79 13.95
izcks/ku 1% 1.40 1.40 0.00 0.28 0.35 0.35 0.28 0.14 1.40
ewY;kadu 1% 1.40 1.40 0.00 0.14 0.56 0.70 1.40
izos'k fcUnq xfrfof/k 4% 5.58 5.58 0.00 1.95 2.51 1.12 5.58
izf'k{k.k ,oa n{krk fuekZ.k 5% 6.98 6.98 0.00 2.79 1.40 1.40 1.40 0.00 6.98foLr`r ifj;kstuk
izfrosnu 1% 1.40 1.40 0.00 0.84 0.56 0.00 1.40
;ksx (d) 22% 30.69 30.69 0.00 7.95 7.74 6.91 4.46 3.63 30.69([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 50.7 14.70 14.70 5.07 1.47 20.28 5.88 15.21 4.41 10.14 2.94 50.7 14.7
feV~Vh ds cka/k (ECD) la[;k 0.30 10 3.00 3.00 1 0.3 4 1.2 3 0.9 2 0.60 10 3
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 45 4.05 4.05 0 0 18 1.62 13.5 1.215 13.5 1.22 45 4.05
ty laxzg.k lajpuk,sa la[;k 8 12.00 12.00 0.8 1.2 3.2 4.8 2.4 3.6 1.6 2.40 8 12
okfudh gtkj 1.26 2 2.52 2.52 0 0 0.8 1.008 0.6 0.756 0.6 0.76 2 2.52
[ksr rykbZ la[;k 2.0 1 2.00 2.00 0 0 0 0 0.3 0.6 0.7 1.40 1 2rV LFkjhdj.k@
iSjhQsjy caM
fdeh-
10.53 0.125 1.32 1.32 0 0 0.05 0.527 0.038 0.395 0.038 0.39 0.125 1.316
0.00
pkjkxkg fodkl gS0 1.842 10 18.42 18.42 0 0 4 7.368 3 5.526 3 5.53 10 18.42
oh&fMp fdeh- 2.46 1 2.46 2.46 0.1 0.246 0.4 0.984 0.3 0.738 0.2 0.49 1 2.46
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
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ
ty laxzg.k lajpuk,sa la[;k 3.75 3.75 0 0 1.5 1.125 1.13 3.75
okfudh gtkj 1.26 2 2.52 2.52 0 0 0.8 1.008 0.6 0.756 0.6 0.76 2 2.52
fjVssfux oky ehVj 0.13 15 1.95 1.95 0 0 6 0.78 4.5 0.585 4.5 0.59 15 1.95
rV LFkjhdj.k fdeh- 10.53 0.15 1.58 1.58 0.015 0.158 0.06 0.632 0.045 0.474 0.03 0.32 0.15 1.58
ukyk rV LFkjhdj.k ehVj 0.27 10 2.70 2.70 1 0.27 4 1.08 3 0.81 2 0.54 10 2.7
iRFkj ds pSd Msel la[;k 0.13 20 2.60 2.60 2 0.26 8 1.04 6 0.78 4 0.52 20 2.6
ty laxzg.k lajpuk,sa la[;k 0 0.00 0.00 0 0 0 0 0 0 0 0.00 0 0
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1 1.32 1.32 0.1 0.132 0.4 0.528 0.3 0.396 0.2 0.26 1 1.32
feV~Vh ds pSd Mse la[;k 0.39 3 1.17 1.17 0.3 0.117 1.2 0.468 0.9 0.351 0.6 0.23 3 1.17
ewatk?kkl jksi.k fdeh- 0.06 1 0.06 0.06 0 0 0.4 0.024 0.3 0.018 0.3 0.02 1 0.06
;ksx ( [k ) 78.12 78.12 4.15 30.45 23.44 20.08 78.12
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 3.00 0.67 0.67 1.20 0.27 1.20 0.27 0.60 0.13 3.00 0.67
Qly izn'kZu gSDVs- 0.055 46.30 2.55 2.55 18.52 1.02 18.52 1.02 9.26 0.51 46.30 2.55
Qwyksa dh [ksrh gSDVs- 0.24 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 1.25 0.19 0.19 0.50 0.08 0.50 0.08 0.25 0.04 1.25 0.19elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 1 0.20 0.20 0.40 0.08 0.40 0.08 0.20 0.04 1.00 0.20
pkjk mRiknu gSDVs- 0.05 8.50 0.43 0.43 3.40 0.17 3.40 0.17 1.70 0.09 8.50 0.43
oehZ dEiksLV bdkbZ la[;k 0.24 1 0.24 0.24 0.40 0.10 0.40 0.10 0.20 0.05 1.00 0.24vkWxsZfud [ksrh ¼gjh [kkn]
uSMsi [kkn o dEiksLV [kkn½ la[;k 0.24 4 0.96 0.96 1.60 0.38 1.60 0.38 0.80 0.19 4.00 0.96
vukt Hk.Mkj.k Vsad la[;k 0.05 36 1.8 1.80 14.40 0.72 14.40 0.72 7.20 0.36 36.00 1.80
d`f"k midj.k la[;k 0.15 7 1.05 1.05 2.80 0.42 2.80 0.42 1.40 0.21 7.00 1.05pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 11 0.88 0.88 4.40 0.35 4.40 0.35 2.20 0.18 11.00 0.88
i'kq vkokl la[;k 0.30 8 2.40 2.40 3.20 0.96 3.20 0.96 1.60 0.48 8.00 2.40
Mªsust ykbZu VªhVesUV
i'kq eatj la[;k 0.025 5 0.13 0.13 2.00 0.05 2.00 0.05 1.00 0.03 5.00 0.13
eqxhZikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
cdjh ikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
i'kq LokLF; izzca/ku la[;k 0.24 4 0.96 0.96 1.60 0.38 1.60 0.38 0.80 0.19 4.00 0.96
d`f"k izlaLdj.k bdkbZ la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
y?kqm|ferk bdkbZ;k la[;k 0.30 2 0.60 0.60 0.80 0.24 0.80 0.24 0.40 0.12 2.00 0.60
ulZjh gSDVs- 6.25 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 1 2.80 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
IykfLVd efYpax gSDVs- 0.20 3 0.60 0.30 1.20 0.12 1.20 0.12 0.60 0.06 3.00 0.30
IykfLVd Vuy gSDVs- 3.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
iksyh gkml gSDVs- 10.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.05 13.95 5.58 5.58 2.79 13.95
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 37 9.31 9.31 4 1.00 13 3.25 13 3.25 7 1.81 37 9.31
O;fDrxr m|fe;ksa dks
ns; ijkdze fuf/k
¼vf/kdre 10 izfr'kr½ la[;k 0.25 5 1.25 1.25 1 0.25 2 0.50 2 0.50 0 0.00 5 1.25QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre
30 izfr'kr½ la[;k 2.00 1 2.00 2.00 0 0 0 0.00 1 2.00 1 2.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 12.56 12.56 5 1.25 15 3.75 15 3.75 8 3.81 43 12.56
(M-) lesadu ( 3%) 4.185 4.185 4.19 4.19144.60 139.50 0.00 0.00 0.00 7.95 13.15 46.68 37.23 34.49 139.50
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
okf"kZd dk;Z ;kstuk xzke iapk;r fpiykVk
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
xzke iapk;r esa ifj;kstuk dk {ks=Qy% 1600 gSDV ykxr 240.00 yk[k
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 24.00 24.00 0.00 3.60 4.80 6.00 4.80 4.80 24.00
izcks/ku 1% 2.40 2.40 0.00 0.48 0.60 0.60 0.48 0.24 2.40
ewY;kadu 1% 2.40 2.40 0.00 0.24 0.96 1.20 2.40
izos'k fcUnq xfrfof/k 4% 9.60 9.60 0.00 3.36 4.32 1.92 9.60
izf'k{k.k ,oa n{krk fuekZ.k 5% 12.00 12.00 0.00 4.80 2.40 2.40 2.40 0.00 12.00
foLr`r ifj;kstuk izfrosnu 1% 2.40 2.40 0.00 1.44 0.96 0.00 2.40
;ksx (d) 22% 52.80 52.80 0.00 13.68 13.32 11.88 7.68 6.24 52.80([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 92.77 26.90 26.90 9.28 2.69 37.11 10.76 27.83 8.07 18.55 5.38 92.77 26.9
feV~Vh ds cka/k (ECD) la[;k 0.30 7 2.10 2.10 0.7 0.21 2.8 0.84 2.1 0.63 1.4 0.42 7 2.1
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 75 6.75 6.75 0 0 30 2.7 22.5 2.025 22.5 2.03 75 6.75
ty laxzg.k lajpuk,sa la[;k 14 21.00 21.00 0 0 5.6 8.4 4.2 6.3 4.2 6.30 14 21
okfudh gtkj 1.26 6.5 8.19 8.19 0 0 2.6 3.276 1.95 2.457 1.95 2.46 6.5 8.19
[ksr rykbZ la[;k 2.0 2 4.00 4.00 0 0 0 0 0.6 1.2 1.4 2.80 2 4rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 0.45 4.74 4.74 0 0 0.18 1.895 0.135 1.422 0.135 1.42 0.45 4.739
pkjkxkg fodkl gS0 1.842 5 9.21 9.21 0 0 2 3.684 1.5 2.763 1.5 2.76 5 9.21
oh&fMp fdeh- 2.46 1 2.46 2.46 0.1 0.246 0.4 0.984 0.3 0.738 0.2 0.49 1 2.46
ty laxzg.k lajpuk,sa la[;k 15.00 15.00 0 0 6 4.5 4.50 15
okfudh gtkj 1.26 2 2.52 2.52 0 0 0.8 1.008 0.6 0.756 0.6 0.76 2 2.52
rrh; 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
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ
fjVssfux oky ehVj 0.13 17 2.21 2.21 0 0 6.8 0.884 5.1 0.663 5.1 0.66 17 2.21
rV LFkjhdj.k fdeh- 10.53 0.3 3.16 3.16 0.03 0.316 0.12 1.264 0.09 0.948 0.06 0.63 0.3 3.159
ukyk rV LFkjhdj.k ehVj 0.27 25 6.75 6.75 2.5 0.675 10 2.7 7.5 2.025 5 1.35 25 6.75
iRFkj ds pSd Msel la[;k 0.13 45 5.85 5.85 4.5 0.585 18 2.34 13.5 1.755 9 1.17 45 5.85
ty laxzg.k lajpuk,sa la[;k 9.00 9.00 0 0 3.6 2.7 2.70 9
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1 1.32 1.32 0.1 0.132 0.4 0.528 0.3 0.396 0.2 0.26 1 1.32
feV~Vh ds pSd Mse la[;k 0.39 8 3.12 3.12 0.8 0.312 3.2 1.248 2.4 0.936 1.6 0.62 8 3.12
ewatk?kkl jksi.k fdeh- 0.06 2 0.12 0.12 0 0 0.8 0.048 0.6 0.036 0.6 0.04 2 0.12
;ksx ( [k ) 134.40 134.40 5.17 52.16 40.32 36.75 134.40
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 4.0 1.13 1.13 1.6 0.45 1.6 0.45 0.8 0.23 4.00 1.13
Qly izn'kZu gSDVs- 0.055 72.50 3.99 3.99 29.00 1.60 29.00 1.60 14.50 0.80 72.50 3.99
Qwyksa dh [ksrh gSDVs- 0.24 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 1 0.15 0.15 0.40 0.06 0.40 0.06 0.20 0.03 1.00 0.15elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 1 0.20 0.20 0.40 0.08 0.40 0.08 0.20 0.04 1.00 0.20
pkjk mRiknu gSDVs- 0.05 9.50 0.48 0.48 3.80 0.19 3.80 0.19 1.90 0.10 9.50 0.48
oehZ dEiksLV bdkbZ la[;k 0.24 2 0.48 0.48 0.80 0.19 0.80 0.19 0.40 0.10 2.00 0.48vkWxsZfud [ksrh ¼gjh [kkn]
uSMsi [kkn o dEiksLV [kkn½la[;k 0.24 8 1.92 1.92 3.20 0.77 3.20 0.77 1.60 0.38 8.00 1.92
vukt Hk.Mkj.k Vsad la[;k 0.05 62 3.1 3.10 24.80 1.24 24.80 1.24 12.40 0.62 62.00 3.10
d`f"k midj.k la[;k 0.15 12 1.80 1.80 4.80 0.72 4.80 0.72 2.40 0.36 12.00 1.80pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 19 1.52 1.52 7.60 0.61 7.60 0.61 3.80 0.30 19.00 1.52
i'kq vkokl la[;k 0.30 14 4.20 4.20 5.60 1.68 5.60 1.68 2.80 0.84 14.00 4.20
i'kq eatj la[;k 0.025 9 0.23 0.23 3.60 0.09 3.60 0.09 1.80 0.05 9.00 0.23
eqxhZikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
cdjh ikyu la[;k 0.30 2 0.60 0.60 0.80 0.24 0.80 0.24 0.40 0.12 2.00 0.60
Mªsust ykbZu VªhVesUV
i'kq LokLF; izzca/ku la[;k 0.24 8 1.92 1.92 3.20 0.77 3.20 0.77 1.60 0.38 8.00 1.92
d`f"k izlaLdj.k bdkbZ la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
y?kqm|ferk bdkbZ;k la[;k 0.30 4 1.20 1.20 1.60 0.48 1.60 0.48 0.80 0.24 4.00 1.20
ulZjh gSDVs- 6.25 1 6.25 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 1 5.06 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 1 9.43 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 1 2.80 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
IykfLVd efYpax gSDVs- 0.20 5 1.00 0.50 2.00 0.20 2.00 0.20 1.00 0.10 5.00 0.50
IykfLVd Vuy gSDVs- 3.00 1 3.00 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00
iksyh gkml gSDVs- 10.50 1 10.50 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00
63.54 24.00 9.60 9.60 4.80 24.00
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 62 15.44 15.44 6 1.50 22 5.50 22 5.50 12 2.94 62 15.44
O;fDrxr m|fe;ksa dks
ns; ijkdze fuf/k
¼vf/kdre 10 izfr'kr½ la[;k 0.25 9 2.16 2.16 1 0.25 3 0.75 3 0.75 2 0.41 9 2.16QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 2 4.00 4.00 0 1 2.00 1 2.00 0 0.00 2 4.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 21.60 21.60 7 1.75 26 8.25 26 8.25 13 3.35 72 21.60
(M-) lesadu ( 3%) 7.20 7.20 7.20 7.20279.54 240.0 0.00 13.68 20.24 81.89 65.85 58.34 240.0
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
okf"kZd dk;Z ;kstuk xzke iapk;r nhikokl
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
xzke iapk;r esa ifj;kstuk dk {ks=Qy% 705 gSDV ykxr 105.75 yk[k
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 10.58 10.58 0.00 1.59 2.12 2.64 2.12 2.12 10.58
izcks/ku 1% 1.06 1.06 0.00 0.21 0.26 0.26 0.21 0.11 1.06
ewY;kadu 1% 1.06 1.06 0.00 0.11 0.42 0.53 1.06
izos'k fcUnq xfrfof/k 4% 4.23 4.23 0.00 1.48 1.90 0.85 4.23
izf'k{k.k ,oa n{krk fuekZ.k 5% 5.29 5.29 0.00 2.12 1.06 1.06 1.06 0.00 5.29
foLr`r ifj;kstuk izfrosnu 1% 1.06 1.06 0.00 0.63 0.42 0.00 1.06
;ksx (d) 22% 23.27 23.27 0.00 6.03 5.87 5.23 3.38 2.75 23.27
([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 25.36 7.35 7.35 2.54 0.74 10.14 2.94 7.61 2.21 5.07 1.47 25.36 7.354
feV~Vh ds cka/k (ECD) la[;k 0.30 3 0.90 0.90 0.3 0.09 1.2 0.36 0.9 0.27 0.6 0.18 3 0.9ty fudkl (outlet) lajpuk,sa
la[;k
0.09 30 2.70 2.70 0 0 12 1.08 9 0.81 9 0.81 30 2.7
ty laxzg.k lajpuk,sa la[;k 5 7.50 7.50 0 0 3 2.25 2.25 7.5
okfudh gtkj 1.26 3.25 4.10 4.10 0 0 1.3 1.638 0.975 1.229 0.975 1.23 3.25 4.095
[ksr rykbZ la[;k 2.0 0 0.00 0.00 0 0 0 0 0 0 0 0.00 0 0rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 0.3 3.16 3.16 0 0 0.12 1.264 0.09 0.948 0.09 0.95 0.3 3.159
pkjkxkg fodkl gS0 1.842 0 0.00 0.00 0 0 0 0 0 0 0 0.00 0 0
oh&fMp fdeh- 2.46 1.5 3.69 3.69 0.15 0.369 0.6 1.476 0.45 1.107 0.3 0.74 1.5 3.69
ty laxzg.k lajpuk,sa la[;k 3.75 3.75 0 0 1.5 1.125 1.13 3.75
rrh; 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
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ
okfudh gtkj 1.26 1.5 1.89 1.89 0 0 0.6 0.756 0.45 0.567 0.45 0.57 1.5 1.89
fjVssfux oky ehVj 0.13 15 1.95 1.95 0 0 6 0.78 4.5 0.585 4.5 0.59 15 1.95
rV LFkjhdj.k fdeh- 10.53 0.2 2.11 2.11 0.02 0.211 0.08 0.842 0.06 0.632 0.04 0.42 0.2 2.106
ukyk rV LFkjhdj.k ehVj 0.27 12.5 3.38 3.38 1.25 0.338 5 1.35 3.75 1.013 2.5 0.68 12.5 3.375
iRFkj ds pSd Msel la[;k 0.13 40 5.20 5.20 4 0.52 16 2.08 12 1.56 8 1.04 40 5.2
ty laxzg.k lajpuk,sa la[;k 9.00 9.00 0 0 3.6 2.7 2.70 9
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1 1.32 1.32 0.1 0.132 0.4 0.528 0.3 0.396 0.2 0.26 1 1.32
feV~Vh ds pSd Mse la[;k 0.39 3 1.17 1.17 0.3 0.117 1.2 0.468 0.9 0.351 0.6 0.23 3 1.17
ewatk?kkl jksi.k fdeh- 0.06 1 0.06 0.06 0 0 0.4 0.024 0.3 0.018 0.3 0.02 1 0.06;ksx ( [k ) 59.22 59.22 2.51 23.69 17.77 15.25 59.22
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 3 0.75 0.75 1 0.30 1 0.30 1 0.15 3.00 0.75
Qly izn'kZu gSDVs- 0.055 35 1.93 1.93 14.00 0.77 14.00 0.77 7.00 0.39 35.00 1.93
Qwyksa dh [ksrh gSDVs- 0.24 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 0.75 0.11 0.11 0.30 0.05 0.30 0.05 0.15 0.02 0.75 0.11elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
pkjk mRiknu gSDVs- 0.05 7.35 0.37 0.37 2.94 0.15 2.94 0.15 1.47 0.07 7.35 0.37
oehZ dEiksLV bdkbZ la[;k 0.24 1 0.24 0.24 0.40 0.10 0.40 0.10 0.20 0.05 1.00 0.24vkWxsZfud [ksrh ¼gjh [kkn]
uSMsi [kkn o dEiksLV [kkn½la[;k 0.24 3 0.72 0.72 1.20 0.29 1.20 0.29 0.60 0.14 3.00 0.72
vukt Hk.Mkj.k Vsad la[;k 0.05 27 1.35 1.35 10.80 0.54 10.80 0.54 5.40 0.27 27.00 1.35
d`f"k midj.k la[;k 0.15 5 0.75 0.75 2.00 0.30 2.00 0.30 1.00 0.15 5.00 0.75pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 8 0.64 0.64 3.20 0.26 3.20 0.26 1.60 0.13 8.00 0.64
i'kq vkokl la[;k 0.30 6 1.80 1.80 2.40 0.72 2.40 0.72 1.20 0.36 6.00 1.80
i'kq eatj la[;k 0.025 4 0.10 0.10 1.60 0.04 1.60 0.04 0.80 0.02 4.00 0.10
Mªsust ykbZu VªhVesUV
eqxhZikyu la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
cdjh ikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
i'kq LokLF; izzca/ku la[;k 0.24 3 0.72 0.72 1.20 0.29 1.20 0.29 0.60 0.14 3.00 0.72
d`f"k izlaLdj.k bdkbZ la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
y?kqm|ferk bdkbZ;k la[;k 0.30 2 0.60 0.60 0.80 0.24 0.80 0.24 0.40 0.12 2.00 0.60
ulZjh gSDVs- 6.25 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 1 2.80 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
IykfLVd efYpax gSDVs- 0.20 2 0.40 0.20 0.80 0.08 0.80 0.08 0.40 0.04 2.00 0.20
IykfLVd Vuy gSDVs- 3.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00
iksyh gkml gSDVs- 10.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15.58 10.58 4.23 4.23 2.12 10.58
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 26.3 6.57 6.57 3 0.75 9 2.25 9 2.25 5 1.32 26 6.57
O;fDrxr m|fe;ksa dks ns;
ijkdze fuf/k ¼vf/kdre 10
izfr'kr½ la[;k 0.25 3.80 0.95 0.95 0 0.00 1 0.25 1 0.25 2 0.45 4 0.95QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 1 2.00 2.00 0 0 0.00 0 0.00 1 2.00 1 2.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 31.07 9.52 9.52 3 0.75 10 2.50 10 2.50 8 3.77 31 9.52
(M-) lesadu ( 3%) 3.17 3.17 3.17 3.17110.75 105.75 0.00 0.00 0.00 6.03 9.13 35.65 27.88 27.06 105.75
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
okf"kZd dk;Z ;kstuk xzke iapk;r eksdyokl&>fj.Mk
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
xzke iapk;r esa ifj;kstuk dk {ks=Qy% 710 gSDV ykxr 106.50 yk[k
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 10.65 10.65 0.00 1.60 2.13 2.66 2.13 2.13 10.65
izcks/ku 1% 1.07 1.07 0.00 0.21 0.27 0.27 0.21 0.11 1.07
ewY;kadu 1% 1.07 1.07 0.00 0.11 0.43 0.53 1.07
izos'k fcUnq xfrfof/k 4% 4.26 4.26 0.00 1.49 1.92 0.85 4.26
izf'k{k.k ,oa n{krk fuekZ.k 5% 5.33 5.33 0.00 2.13 1.07 1.07 1.07 0.00 5.33
foLr`r ifj;kstuk izfrosnu 1% 1.07 1.07 0.00 0.64 0.43 0.00 1.07
;ksx (d) 22% 23.43 23.43 0.00 6.07 5.91 5.27 3.41 2.77 23.43([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 29.693 8.61 8.61 2.97 0.86 11.88 3.44 8.91 2.58 5.94 1.72 29.69 8.611
feV~Vh ds cka/k (ECD) la[;k 0.30 2 0.60 0.60 0.2 0.06 0.8 0.24 0.6 0.18 0.4 0.12 2 0.6ty fudkl (outlet) lajpuk,sa
la[;k
0.09 15 1.35 1.35 0 0 6 0.54 4.5 0.405 4.5 0.41 15 1.35
ty laxzg.k lajpuk,sa la[;k 5 7.50 7.50 0 0 2 3 1.5 2.25 1.5 2.25 5 7.5
okfudh gtkj 1.26 5.5 6.93 6.93 0 0 2.2 2.772 1.65 2.079 1.65 2.08 5.5 6.93
[ksr rykbZ la[;k 2.0 0 0.00 0.00 0 0 0 0 0 0 0 0.00 0 0rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 0.15 1.58 1.58 0 0 0.06 0.632 0.045 0.474 0.045 0.47 0.15 1.58
pkjkxkg fodkl gS0 1.842 5 9.21 9.21 0 0 2 3.684 1.5 2.763 1.5 2.76 5 9.21
oh&fMp fdeh- 2.46 1.5 3.69 3.69 0.15 0.369 0.6 1.476 0.45 1.107 0.3 0.74 1.5 3.69
ty laxzg.k lajpuk,sa la[;k 3.75 3.75 0 0 1.5 1.125 1.13 3.75
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ iape o"kZ ;ksxrrh; o"kZ prqFkZ o"kZ
d`f"k Hkwfe gsrq laj{k.k dk;Z
vd`f"k Hkwfe gsrq laj{k.k dk;Z
okfudh gtkj 1.26 2.5 3.15 3.15 0 0 1 1.26 0.75 0.945 0.75 0.95 2.5 3.15
fjVssfux oky ehVj 0.13 10 1.30 1.30 0 0 4 0.52 3 0.39 3 0.39 10 1.3
rV LFkjhdj.k fdeh- 10.53 0.3 3.16 3.16 0.03 0.316 0.12 1.264 0.09 0.948 0.06 0.63 0.3 3.159
ukyk rV LFkjhdj.k ehVj 0.27 15 4.05 4.05 1.5 0.405 6 1.62 4.5 1.215 3 0.81 15 4.05
iRFkj ds pSd Msel la[;k 0.13 20 2.60 2.60 2 0.26 8 1.04 6 0.78 4 0.52 20 2.6
ty laxzg.k lajpuk,sa la[;k 0 0.00 0.00 0 0 0 0 0 0 0 0.00 0 0
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1 1.32 1.32 0.1 0.132 0.4 0.528 0.3 0.396 0.2 0.26 1 1.32
feV~Vh ds pSd Mse la[;k 0.39 2 0.78 0.78 0.2 0.078 0.8 0.312 0.6 0.234 0.4 0.16 2 0.78
ewatk?kkl jksi.k fdeh- 0.06 1 0.06 0.06 0 0 0.4 0.024 0.3 0.018 0.3 0.02 1 0.06;ksx ( [k ) 59.64 59.64 2.48 23.86 17.89 15.41 59.64
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 3.0 0.75 0.75 1 0.30 1 0.30 1 0.15 3.00 0.75
Qly izn'kZu gSDVs- 0.055 35.50 1.95 1.95 14.20 0.78 14.20 0.78 7.10 0.39 35.50 1.95
Qwyksa dh [ksrh gSDVs- 0.24 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 0.85 0.13 0.13 0.34 0.05 0.34 0.05 0.17 0.03 0.85 0.13elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 0.5 0.10 0.10 0.20 0.04 0.20 0.04 0.10 0.02 0.50 0.10
pkjk mRiknu gSDVs- 0.05 6 0.30 0.30 2.40 0.12 2.40 0.12 1.20 0.06 6.00 0.30
oehZ dEiksLV bdkbZ la[;k 0.24 1 0.24 0.24 0.40 0.10 0.40 0.10 0.20 0.05 1.00 0.24vkWxsZfud [ksrh ¼gjh [kkn]
uSMsi [kkn o dEiksLV [kkn½la[;k 0.24 3 0.72 0.72 1.20 0.29 1.20 0.29 0.60 0.14 3.00 0.72
vukt Hk.Mkj.k Vsad la[;k 0.05 27 1.35 1.35 10.80 0.54 10.80 0.54 5.40 0.27 27.00 1.35
d`f"k midj.k la[;k 0.15 5 0.75 0.75 2.00 0.30 2.00 0.30 1.00 0.15 5.00 0.75
pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 8 0.64 0.64 3.20 0.26 3.20 0.26 1.60 0.13 8.00 0.64
i'kq vkokl la[;k 0.30 6 1.80 1.80 2.40 0.72 2.40 0.72 1.20 0.36 6.00 1.80
i'kq eatj la[;k 0.025 4 0.10 0.10 1.60 0.04 1.60 0.04 0.80 0.02 4.00 0.10
Mªsust ykbZu VªhVesUV
eqxhZikyu la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
cdjh ikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
i'kq LokLF; izzca/ku la[;k 0.24 3 0.72 0.72 1.20 0.29 1.20 0.29 0.60 0.14 3.00 0.72
d`f"k izlaLdj.k bdkbZ la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
y?kqm|ferk bdkbZ;k la[;k 0.30 2 0.60 0.60 0.80 0.24 0.80 0.24 0.40 0.12 2.00 0.60
ulZjh gSDVs- 6.25 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 1 5.06 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
IykfLVd efYpax gSDVs- 0.20 2 0.40 0.20 0.80 0.08 0.80 0.08 0.40 0.04 2.00 0.20
IykfLVd Vuy gSDVs- 3.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00
iksyh gkml gSDVs- 10.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.91 10.65 4.26 4.26 2.13 10.65
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 27 6.64 6.64 3 0.75 9 2.25 9 2.25 6 1.39 27 6.64
O;fDrxr m|fe;ksa dks ns;
ijkdze fuf/k ¼vf/kdre 10
izfr'kr½ la[;k 0.25 4 0.95 0.95 0 0.00 1 0.25 1 0.25 2 0.45 4 0.95QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 1 2.00 2.00 0 0 0.00 0 0.00 1 2.00 1 2.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 9.59 9.59 3 0.75 10 2.50 10 2.50 8 3.84 31 9.59
(M-) lesadu ( 3%) 3.20 3.20 3.20 3.20113.76 106.50 0.00 0.00 0.00 6.07 9.14 35.89 28.06 27.34 106.50
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
okf"kZd dk;Z ;kstuk xzke iapk;r lkaoyiqjk&raojku
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
xzke iapk;r esa ifj;kstuk dk {ks=Qy% 1235 gSDV ykxr 185.25 yk[k
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 18.53 18.53 0.00 2.78 3.71 4.63 3.71 3.71 18.53
izcks/ku 1% 1.85 1.85 0.00 0.37 0.46 0.46 0.37 0.19 1.85
ewY;kadu 1% 1.85 1.85 0.00 0.19 0.74 0.93 1.85
izos'k fcUnq xfrfof/k 4% 7.41 7.41 0.00 2.59 3.33 1.48 7.41
izf'k{k.k ,oa n{krk fuekZ.k 5% 9.26 9.26 0.00 3.71 1.85 1.85 1.85 0.00 9.26
foLr`r ifj;kstuk izfrosnu 1% 1.85 1.85 0.00 1.11 0.74 0.00 1.85
;ksx (d) 22% 40.76 40.76 0.00 10.56 10.28 9.17 5.93 4.82 40.76([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 54.66 15.85 15.85 5.47 1.59 21.86 6.34 16.40 4.76 10.93 3.17 54.66 15.85
feV~Vh ds cka/k (ECD) la[;k 0.30 18 5.40 5.40 1.8 0.54 7.2 2.16 5.4 1.62 3.6 1.08 18 5.4
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 35 3.15 3.15 0 0 14 1.26 10.5 0.945 10.5 0.95 35 3.15
ty laxzg.k lajpuk,sa la[;k 15 22.50 22.50 0 0 6 9 4.5 6.75 4.5 6.75 15 22.5
okfudh gtkj 1.26 3.5 4.41 4.41 0 0 1.4 1.764 1.05 1.323 1.05 1.32 3.5 4.41
[ksr rykbZ la[;k 2.0 1 2.00 2.00 0 0 0 0 0.3 0.6 0.7 1.40 1 2rV LFkjhdj.k@ iSjhQsjy
caM
fdeh-
10.53 0.25 2.63 2.63 0 0 0.10 1.053 0.075 0.79 0.075 0.79 0.25 2.633
pkjkxkg fodkl gS0 1.842 5 9.21 9.21 0 0 2 3.684 1.5 2.763 1.5 2.76 5 9.21
oh&fMp fdeh- 2.46 1.5 3.69 3.69 0.15 0.369 0.6 1.476 0.45 1.107 0.3 0.74 1.5 3.69
ty laxzg.k lajpuk,sa la[;k 7.50 7.50 0 0 3 2.25 2.25 7.5
rrh; 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
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
ifj;kstuk
jkf'k ls
ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ
okfudh gtkj 1.26 2.5 3.15 3.15 0 0 1 1.26 0.75 0.945 0.75 0.95 2.5 3.15
fjVssfux oky ehVj 0.13 15 1.95 1.95 0 0 6 0.78 4.5 0.585 4.5 0.59 15 1.95
rV LFkjhdj.k fdeh- 10.53 0.35 3.69 3.69 0.035 0.369 0.14 1.474 0.105 1.106 0.07 0.74 0.35 3.686
ukyk rV LFkjhdj.k ehVj 0.27 25 6.75 6.75 2.5 0.675 10 2.7 7.5 2.025 5 1.35 25 6.75
iRFkj ds pSd Msel la[;k 0.13 40 5.20 5.20 4 0.52 16 2.08 12 1.56 8 1.04 40 5.2
ty laxzg.k lajpuk,sa la[;k 4.50 4.50 0 0 1.8 1.35 1.35 4.5
tksgM@rykbZ okVj
buysV lajpuk,sa
la[;k
1.32 1 1.32 1.32 0.1 0.132 0.4 0.528 0.3 0.396 0.2 0.26 1 1.32
feV~Vh ds pSd Mse la[;k 0.39 2 0.78 0.78 0.2 0.078 0.8 0.312 0.6 0.234 0.4 0.16 2 0.78
ewatk?kkl jksi.k fdeh- 0.06 1 0.06 0.06 0 0 0.4 0.024 0.3 0.018 0.3 0.02 1 0.06;ksx ( [k ) 103.74 103.74 4.27 40.70 31.12 27.65 103.74
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 3 0.75 0.75 1 0.15 1 0.30 1 0.30 3.00 0.75
Qly izn'kZu gSDVs- 0.055 58.30 3.21 3.21 23.32 1.28 23.32 1.28 11.66 0.64 58.30 3.21
Qwyksa dh [ksrh gSDVs- 0.24 1 0.12 0.12 0.20 0.05 0.20 0.05 0.10 0.02 0.50 0.12
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 1 0.20 0.00 0.20 0.00 0.20 0.00 0.10 0.00 0.50 0.00
lCth;ksa dh [ksrh gSDVs- 0.15 1.25 0.19 0.19 0.50 0.08 0.50 0.08 0.25 0.04 1.25 0.19elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 1 0.20 0.20 0.40 0.08 0.40 0.08 0.20 0.04 1.00 0.20
pkjk mRiknu gSDVs- 0.05 11 0.55 0.55 4.40 0.22 4.40 0.22 2.20 0.11 11.00 0.55
oehZ dEiksLV bdkbZ la[;k 0.24 1 0.24 0.24 0.40 0.10 0.40 0.10 0.20 0.05 1.00 0.24vkWxsZfud [ksrh ¼gjh [kkn]
uSMsi [kkn o dEiksLV [kkn½
la[;k 0.24 6 1.44 1.44 2.40 0.58 2.40 0.58 1.20 0.29 6.00 1.44
vukt Hk.Mkj.k Vsad la[;k 0.05 48 2.4 2.40 19.20 0.96 19.20 0.96 9.60 0.48 48.00 2.40
d`f"k midj.k la[;k 0.15 10 1.50 1.50 4.00 0.60 4.00 0.60 2.00 0.30 10.00 1.50pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 14 1.12 1.12 5.60 0.45 5.60 0.45 2.80 0.22 14.00 1.12
i'kq vkokl la[;k 0.30 11 3.30 3.30 4.40 1.32 4.40 1.32 2.20 0.66 11.00 3.30
i'kq eatj la[;k 0.025 7 0.18 0.18 2.80 0.07 2.80 0.07 1.40 0.04 7.00 0.18
Mªsust ykbZu VªhVesUV
eqxhZikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
cdjh ikyu la[;k 0.30 1 0.30 0.30 0.40 0.12 0.40 0.12 0.20 0.06 1.00 0.30
i'kq LokLF; izzca/ku la[;k 0.24 6 1.44 1.44 2.40 0.58 2.40 0.58 1.20 0.29 6.00 1.44
d`f"k izlaLdj.k bdkbZ la[;k 0.30 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
y?kqm|ferk bdkbZ;k la[;k 0.30 3 0.90 0.90 1.20 0.36 1.20 0.36 0.60 0.18 3.00 0.90
ulZjh gSDVs- 6.25 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
'kSM uSV 28X36 sqm) la[;k 5.06 1 5.06 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00
xzhu gkml (28X36 sqm) la[;k 9.43 1 9.43 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 1 2.80 0.00 0.40 0.00 0.40 0.00 0.20 0.00 1.00 0.00
IykfLVd efYpax gSDVs- 0.20 4 0.80 0.40 1.60 0.16 1.60 0.16 0.80 0.08 4.00 0.40
IykfLVd Vuy gSDVs- 3.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,UVh cMZ usV gSDVs- 2.00 1 2.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00
iksyh gkml gSDVs- 10.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
38.42 18.53 7.26 7.41 3.86 18.53
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks
ns; ijkdze fuf/k ¼de ls
de 60 izfr'kr½ la[;k 0.25 48.0 12.00 12.00 5 1.25 17 4.25 17 4.25 9 2.25 48 12.00
O;fDrxr m|fe;ksa dks ns;
ijkdze fuf/k ¼vf/kdre 10
izfr'kr½ la[;k 0.25 7 1.67 1.67 1 0.25 2 0.50 2 0.50 2 0.42 7 1.67QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 2 3.00 3.00 0 0 0.00 1 2.00 1 1.00 2 3.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 56.18 16.67 16.67 6 1.50 19 4.75 20 6.75 11 3.67 56 16.67
(M-) lesadu ( 3%) 5.56 5.56 5.56 5.56205.14 185.25 0.00 10.56 16.05 61.88 51.21 45.55 185.25
mRiknu xfrfof/k;ka dk ;ksx (x)
dqy ;ksx
v/;k;&5 (ii)
okf"kZd dk;Z ;kstuk VksMk ifj;kstuk
ifj;kstuk dk uke % VksMk ia-l- uhedkFkkuk ftyk % lhdj
ifj;kstuk dk {ks=Qy% 5180 gSDV ykxr 777.00 yk[k
(Through Convergence)
(d)
HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;
iz'kklu 10% 77.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
izcks/ku 1% 7.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ewY;kadu 1% 7.77 0.00 0.00 0.78 0.00 0.00 0.00
izos'k fcUnq xfrfof/k 4% 31.08 0.00 0.00 0.00 0.00 0.00 0.00
izf'k{k.k ,oa n{krk fuekZ.k 5% 38.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
foLr`r ifj;kstuk izfrosnu 1% 7.77 0.00 0.00 0.00 0.00 0.00 0.00
;ksx (d) 22% 170.94 0.00 0.00 0.00 0.78 0.00 0.00 0.00 0.00
([k) izkd`frd lalk/ku izca/ku (56%)
leksP; ca/k@esMcUnh gS0 0.29 253.18 73.42 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 0.00
feV~Vh ds cka/k (ECD) la[;k 0.30 40.00 12.00 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 0.00 0.00
ty fudkl (outlet) lajpuk,sa
la[;k
0.09 200.00 18.00 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 0.00 0.00
ty laxzg.k lajpuk,sa la[;k 47.00 70.50 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 0.00
okfudh gtkj 1.26 20.75 26.15 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 0.00
[ksr rykbZ la[;k 2.0 4.00 8.00 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 0.00 0.00
rV LFkjhdj.k@ iSjhQsjy caM
fdeh-
10.53 1.28 13.43 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 0.000.00 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 0.00
pkjkxkg fodkl gS0 1.842 25.00 46.05 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 0.00
oh&fMp fdeh- 2.46 6.50 15.99 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 0.00
ty laxzg.k lajpuk,sa la[;k 33.75 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 0.00
okfudh gtkj 1.26 10.50 13.23 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 0.00
;ksx
d`f"k Hkwfe gsrq laj{k.k dk;Z
vd`f"k Hkwfe gsrq laj{k.k dk;Z
izkjfEHkd xfrfof/k;ka (22%)xfrfof/k bZdkbZ bZdkbZ
ykxr
ek=k dqy
ykxr
dUotsZUl
ls ykxr
'kwU; o"kZ izFke o"kZ f}rh; o"kZ rrh; o"kZ prqFkZ o"kZ iape o"kZ
fjVssfux oky ehVj 0.13 72.00 9.36 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 0.00
rV LFkjhdj.k fdeh- 10.53 1.30 13.69 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 0.00
ukyk rV LFkjhdj.k ehVj 0.27 87.50 23.63 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 0.00
iRFkj ds pSd Msel la[;k 0.13 165.00 21.45 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 0.00
ty laxzg.k lajpuk,sa la[;k 22.50 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 0.00
tksgM@rykbZ okVj buysV
lajpuk,sa
la[;k
1.32 5.00 6.60 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 0.00
feV~Vh ds pSd Mse la[;k 0.39 18.00 7.02 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 0.00
ewatk?kkl jksi.k fdeh- 0.06 6.00 0.36 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 0.00
;ksx ( [k ) 435.12 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 0.00
( x ) mRiknu xfrfof/k;ka (10%)Qyks|ku la[;k 0.30 16.00 4.05 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 0.00
Qly izn'kZu gSDVs- 0.055 247.60 13.62 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 0.00
Qwyksa dh [ksrh gSDVs- 0.24 0.50 0.12 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 0.00
vkS"k/kh; iks/kkSa dh [ksrh gSDVs- 0.40 0.50 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.08 0.20 0.08 0.10 0.04 0.50 0.20
lCth;ksa dh [ksrh gSDVs- 0.15 5.10 0.77 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 0.00
elkyks Qlyks dh [ksrh
(/kfu;k]eSFkh]lkSaQ]yglqu) gSDVs- 0.20 3.50 0.70 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 0.00
pkjk mRiknu gSDVs- 0.05 42.35 2.12 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 0.00
oehZ dEiksLV bdkbZ la[;k 0.24 6.00 1.44 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 0.00vkWxsZfud [ksrh ¼gjh [kkn] uSMsi
[kkn o dEiksLV [kkn½ la[;k 0.24 24.00 5.76 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 0.00
vukt Hk.Mkj.k Vsad la[;k 0.05 200.00 10.00 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 0.00 0.00
d`f"k midj.k la[;k 0.15 39.00 5.85 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 0.00
pkjk e'khu
(dkVus@Nkuus ) la[;k 0.08 60.00 4.80 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 0.00
i'kq vkokl la[;k 0.30 45.00 13.50 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 0.00
i'kq eatj la[;k 0.025 29.00 0.73 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 0.00
eqxhZikyu la[;k 0.30 3.00 0.90 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 0.00
cdjh ikyu la[;k 0.30 6.00 1.80 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 0.00
Mªsust ykbZu VªhVesUV
i'kq LokLF; izzca/ku la[;k 0.24 24.00 5.76 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 0.00
d`f"k izlaLdj.k bdkbZ la[;k 0.30 1.00 0.30 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 0.00
y?kqm|ferk bdkbZ;k la[;k 0.30 13.00 3.90 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 0.00
ulZjh gSDVs- 6.25 1.00 6.25 6.25 0.00 0.00 0.00 0.00 0.00 0.00 0.40 2.50 0.40 2.50 0.20 1.25 1.00 6.25
'kSM uSV 28X36 sqm) la[;k 5.06 3.00 15.18 15.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5.06 2.00 10.12 3.00 15.18
xzhu gkml (28X36 sqm) la[;k 9.43 2.00 18.86 18.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 18.86 0.00 0.00 2.00 18.86
tyL=ksr dk fodkl
¼20X20X3 cum pond½ la[;k 2.80 4.00 11.20 11.20 0.00 0.00 0.00 0.00 0.00 0.00 1.60 4.48 1.60 4.48 0.80 2.24 4.00 11.20
IykfLVd efYpax gSDVs- 0.20 16.00 3.20 1.60 0.00 0.00 0.00 0.00 0.00 0.00 3.20 0.64 3.20 0.64 1.60 0.32 8.00 1.60
IykfLVd Vuy gSDVs- 3.00 1.00 3.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 1.20 0.40 1.20 0.20 0.60 1.00 3.00
,UVh cMZ usV gSDVs- 2.00 5.00 10.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 1.40 2.80 2.40 4.80 1.20 2.40 5.00 10.00
iksyh gkml gSDVs- 10.50 1.00 10.50 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 10.50 1.00 10.50
154.49 76.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.70 0.00 37.62 0.00 27.47 0.00 76.79
(?k ) vkthfodk xfrfof/k;ka ( 9%)Lo;a lgk;rk lewgksa dks ns;
ijkdze fuf/k ¼de ls de
60 izfr'kr½ la[;k 0.25 200 49.95 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 0.00
O;fDrxr m|fe;ksa dks ns;
ijkdze fuf/k ¼vf/kdre 10
izfr'kr½ la[;k 0.25 28 6.98 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 0.00
QSMjs'ku@m|eh Lo;a
lgk;rk lewgksa dks ns;
vuqnku jkf'k ¼vf/kdre 30
izfr'kr½ la[;k 2.00 7 13.00 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 0.00 0.00
vkthfodk xfrfof/k;ka ;ksx (?k ) 69.93 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 0.00
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ESTIMATE OF W.H.S.
(1)- INVESTIGATIONS
Cost 4.97
Available crest length = 10.00 M.
Total catchment area= 120.00 Ha.
Height of structure= 1.50 M.
Length of E.W. = 20.00 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= 17461.07 L= 1400 M.
36 H= 9 M.
Tc= 36.0105
Q= 12.0000 cum/sec = Say= 36.01
Min.
Say = 12.00 cum/sec
I= 12 Cm/hr.
(B) HYDRAULIC DESIGN:
(a)-Flow over the crest.
Q= 1.71*L(h)^3/2
h= 0.7897
= 0.79 M. Say= 0.80 M.
(b)-Fetch length Df= 350.00 M.
Free board F= 1.5hw= 0.39 Say= 0.40 M.
hw=0.014(Df)^0.5= 0.26
Total d =
1.20 M.
(C). STRUCTURAL DESIGN
Top width of Head wall
(i)
a= h/(p-1)^.5= 0.70 M.Say = 0.80 M.
(ii) Bottom width of Head wall
b= h+H/(P-1)^.5= 2.02 M.Say= 2.10 M.
(iii) Length of Head Wall Extension
H+d+1= 3.70 M. Say= 5.00 M.
(iv) Height of Head Wall Extensiom
H+d= 2.70 M. Say= 3.00 M.
(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall
0.5(H+h)= 1.15 M. Say= 1.10 M.
(vi) Top width of Head Wall Extension
0.4H= 0.60 M. Say= 0.80 M.
(vii) Length of Basin
LB=0.75(H+d)+H= 3.53 M. Say= 3.00 M.
(viii) Thickness of Basin =
0.6 M. (including concreting)
(ix) Height of Side Wall
H+d= 2.70 M. Say= 3.00 M.
(At Head Wall joint up to Toe of Head Wall)
(x) Height of Side Wall
1.5h= 1.20 M.Say= 3.00 M.
(At Toe Wall of Basin)
(xi) Length of Side Wall = Length of Basin = 3.00 M.
(xii) Length of Wing Wall
2.25h= 1.80 M Say= 3.00 M.
(xiii) Height of Wing Wall
1.5h= 1.20 M. Say= 2.00 M.
(xiv) Top width of Head Wall Extension,
Side Wall, Wing Wall= 0.8 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= 1.50 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 0.94 M.
(As per site condition) R max= 1.41
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
2760 2760.00 1.70 4692.00
2 W2=0.5*(b-a)*H*S
2242.50 2242.50 0.87 1943.50
3 Fa=w*a*h
640.00 640.00 1.70 1088.00
4 P1=w*h*H
1200.00 1200.00 0.75 900.00
5 P2=0.5*w*H^2
1125.00 1125.00 0.50 562.50
6 P3=(C*w*b*(H+h))/
2
-1207.50 -1207.50 1.40 1690.50
Sigma V= 4435.00 2325.00 =SigmaF
Restoring Moment(Mr)= 7723.50 Kg.m.
Overturining Moment(Mo)= 3153.00 Kg.m.
Resultant Moment(RM)= 4570.50 Kg.m.
(1)- OVERTURNING
Factor of safety against overtruning
=Restoring Moment (Mr)/Overturning Moment (Mo)
2.45
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
1.03 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] = 2229.25 Kg./Sq.m.
P max= 2229.25 Kg./Sq.m.
P min= 1994.56 Kg./Sq.m.
DETAIL ESTIMATE
S.No.
Particular No. Length
Breadth Ht./Depth
Quantity
1 2 3 4 5 6 7
1 Total Excavation
H.W. 1 10.00 2.40 2.00 48.00
H.W.E. 2 5.00 1.40 4.70 65.80
S.W. 2 3.00 1.10 2.00 13.20
Wing Wall 2 3.00 1.10 2.00 13.20
Toe Wall 1 10.00 0.75 1.00 7.50
Apron 1 10.00 1.70 0.60 10.20
Total 157.90
2 Excavation in hard soil dry of moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including drssing etc.
complete. (20%of Total Excavation)
Total (Cu.m.) 31.58
Excavation in ordinary murrum of earth mixed with bajri and kankar or boulder dry or moist & disposal of excavation material within initial lead of 30 m and lift of 1.5 m including dressing etc. complete. (50%of Total
Excavation)
Total (Cu.m.) 78.95
4 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 47.37
5 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 10.00 2.40 0.30 7.20
H.W.E. 2 5.00 1.40 0.30 4.20
S.W. 2 3.00 1.10 0.30 1.98
Wing Wall 2 3.00 1.10 0.30 1.98
Toe Wall 1 10.00 0.75 0.30 2.25
Apron 1 10.00 1.70 0.30 5.10
Total (Cu.m.) 22.71
6 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation
H.W. 1 10.00 2.10 1.70 35.70
H.W.E. 2 5.00 1.10 4.40 48.40
S.W. 2 3.00 0.80 1.70 8.16
Wing Wall 2 3.00 0.80 1.70 8.16
Toe Wall 1 10.00 0.45 0.70 3.15
Total (Cu.m.) 103.57
7 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure
H.W. 1 10.00 1.45 1.50 21.75
H.W.E.
S.W. 2 3.00 0.80 3.00 14.40
0 1.73 0.80 0.00 0.00
Wing Wall 2 3.00 0.80 3.00 14.40
Toe Wall 1 10.00 0.45 0.30 1.35
Total (Cu.m.) 51.90
8 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.) 1 10.00 1.70 0.20 3.40
9 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 10.00 1.50 15.00
H.W.E. 2 5.00 2.70 27.00
S.W. 4 3.00 3.00 36.00
0 1.73 0.00 0.00
Wing Wall 4 3.00 3.00 36.00
Toe Wall 2 10.00 0.20 4.00
Total (Cu.m.) 118.00
10 Ruled pointing in cement mortar (1:3)
H.W. 1 10.00 1.98 19.85
Total (Cu.m.) 19.85
11 Cement concrete coping in cement mortar (1:2:4) 75mm thick
H.W. 1 10.00 0.80 0.08 0.60
H.W.E. 2 5.00 0.80 0.08 0.60
S.W. 2 3.41 0.80 0.08 0.41
Wing Wall 2 3.00 0.80 0.08 0.36
Toe Wall 1 10.00 0.45 0.08 0.34
Apron 1 10.00 1.70 0.08 1.28
Total (Cu.m.) 3.58
12 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.) 1 20.00 8.10 0.15 24.30
13 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 lift of 1.5 M (excluding charges of watering and
compaction ) in H.S.
1 20.00 5.10 0.75 76.50
in O.M. 1 20.00 5.10 0.75 76.50
Total (Cu.m.) 153.00
14 Compaction of E/W manually or by plain roller excluding watering charges
Total (Cu.m.) 153.00
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water
being 1 K.m.
Total (Cu.m.) 153.00
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.
Total (Cu.m.) 1 20.00 2.55 0.23 11.73
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
Total (Cu.m.) 157.90
MATERIAL CONSUMPTION STATEMENT
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)
22.71 72.67 10.22 20.44
2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)
155.47 217.66 46.64 171.02
3 Cement Plaster (1:3) 25mm thick (Sq.m.) 118.00 26.43 3.78
4 Raised and cut pointing in CM (1:3) (Sq.m.) 19.85 1.22 0.13
5 Stone kharanja in CM (1:6) (cum.) 3.40 6.12 1.26 4.08
6 Cement concrete coping (1:2:4) 75mm thick (cum.)
3.58 20.92 1.47 2.94
7 Dry Stone pitching (cum) 11.73 12.91
Total 345.02 63.49 20.44 2.94 188.01
ABSTRACT OF COST
S. No. Particular Qty.
Rate Amount (Rs)
Labour including material
Per Labour including material
1 Excavation in hard soil dry or moist & disposal of excavated marerial within initial lead of 30 M. and lift of 1.5 M. including dressing etc.
complete 31.58 113.00 113.00 cum 3568.5 3568.54
2 Excavation in ordinary muram of carth mixed with bajri and kankar of boulder dry of moist & disposal of excavation of material within lead of
30 M. and left of 1.5 M. including dressing etc. complete 78.95 189.00 189.00 cum 14922 14921.55
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. 47.37 165.00 165.00 Cum 7816.1 7816.05
4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 50 mm. HB
22.71 398.58 2350.00 Cum 9051.8 53368.5
5 Random rubble stone manonary in cement sand mortor (1:6) for foundation 103.57 551.90 1989.00 Cum 57160 206000.7
6 Random rubble stone manonary in cement sand mortor (1:6) for super structure 51.90 734.90 2172.00 Cum 38141 112726.8
7 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.
3.40 139.80 323.00 Sq.m. 475.32 1098.2
8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 118.00 90.04 185.00 Sq.m. 10625 21830
9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick 3.58 523.00 3536.00 Cum 1872.3 12658.88
10 Ruled pointing in cement mortar (1:3) 19.85 53.00 65.30 Sq.m. 1052.1 1296.205
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
24.30 113.00 113.00 Cum 2745.9 2745.9
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 H.S.
76.50 113.00 113.00 Cum 8644.5 8644.5
13 in O.M. 76.50 189.00 189.00 Cum 14459 14458.5
14 Compaction of E/W manually or by plain roller excluding watering charges 153.00 13.80 13.80 Cum 2111.4 2111.4
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
153.00 0.00 0.00 Cum 0 0
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.
11.73 231.50 1007.50 Cum 2715.5 11817.98
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil 157.90 45.00 45.00 Cum 7105.5 7105.5
Total 182465 482169.2
Add for contingency exp 3% 5474.0 14465.1
Grand Total 187939 496634.3
Say Rs. 497000
Labour 188000
Material 309000
Total 497000
4.97
PLAN
Not to the scale (All dimensions in m.)
5.00
10.00
HWE
0.80 HEAD WALL
2.10
3.00 Apron S/W
1.70
T/W W/W
0.45 3.00
0.8
ESTIMATE OF W.H.S. (1)- INVESTIGATIONS
Cost 4.58
Available crest length = 8.00 M.
Total catchment area= 70.00 Ha.
Height of structure= 1.50 M.
Length of E.W. = 20.00 M.
DESIGN
(2)- Design discharge (By flood discharge mathod)
(A). HYDROLOGIC DEDIGN
Peak rate of run off in cum/sec= Catchment area= 70.00 Ha.
Q=CI
A C= 0.3 K= 7761.14 L= 800 M.
36 H= 8.5 M.
Tc= 19.2876
Q= 8.7500 cum/sec = Say= 19.29 Min.
Say = 8.75 cum/sec
I= 15 Cm/hr.
(B) HYDRAULIC DESIGN:
(a)-Flow over the crest.
Q= 1.71*L(h)^3/2
h= 0.7424
= 0.74 M. Say= 0.75 M.
(b)-Fetch length Df= 300.00 M.
Free board F= 1.5hw= 0.36 Say= 0.40 M.
hw=0.014(Df)^0.5= 0.24
Total d =
1.15 M.
(C). STRUCTURAL DESIGN
(i) Top width of Head wall
a= h/(p-1)^.5= 0.66 M.Say = 0.80 M.
(ii) Bottom width of Head wall
b= h+H/(P-1)^.5= 1.97 M.Say= 2.00 M.
(iii) Length of Head Wall Extension
H+d+1= 3.65 M. Say= 5.80 M.
(iv) Height of Head Wall Extensiom
H+d= 2.65 M. Say= 3.00 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= 0.60 M. Say= 0.80 M.
(vii) Length of Basin
LB=0.75(H+d)+H= 3.49 M. Say= 3.20 M.
(viii) Thickness of Basin =
0.6 M. (including concreting)
(ix) Height of Side Wall
H+d= 2.65 M. Say= 2.80 M.
(At Head Wall joint up to Toe of Head Wall)
(x) Height of Side Wall
1.5h= 1.13 M.Say= 2.00 M.
(At Toe Wall of Basin)
(xi) Length of Side Wall = Length of Basin = 3.20 M.
(xii) Length of Wing Wall
2.25h= 1.69 M Say= 3.00 M.
(xiii) Height of Wing Wall
1.5h= 1.13 M. Say= 2.00 M.
(xiv) Top width of Head Wall Extension,
Side Wall, Wing Wall= 0.8 M.
(xv) Width of Toe Wall= 0.45 M.
(xvi) Height of Toe 0.3 M.
Wall=
(xvii) Height of Wing Wall at Wing Wall end= 1.50 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 0.85 M.
(As per site condition) R max= 1.27
Say= 2.04 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
2760 2760.00 1.60 4416.00
2 W2=0.5*(b-a)*H*S
2070.00 2070.00 0.80 1656.00
3 Fa=w*a*h
600.00 600.00 1.60 960.00
4 P1=w*h*H
1125.00 1125.00 0.75 843.75
5 P2=0.5*w*H^2
1125.00 1125.00 0.50 562.50
6 P3=(C*w*b*(H+h))/
2
-1125.00 -1125.00 1.33 1500.00
Sigma V= 4305.00 2250.00 =SigmaF
Restoring Moment(Mr)= 7032.00 Kg.m.
Overturining Moment(Mo)= 2906.25 Kg.m.
Resultant Moment(RM)= 4125.75 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
1.34
It is more than 1.0, so the structure is safe against sliding
(3)- RUPTURE
Position of resultant X= SigmaRM/ Sigma V
0.96 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 = 0.04
Compressive stress at toe and heal respectively
P = Sigma V/b[1+6*e/b] = 2421.38 Kg./Sq.m.
P max= 2421.38 Kg./Sq.m.
P min= 1883.63 Kg./Sq.m.
DETAIL ESTIMATE
S.No. Particular No. Length Breadth Ht./Depth Quantity
1 2 3 4 5 6 7
1 Total Excavation
H.W. 1 8.00 2.30 2.04 37.61
H.W.E. 2 5.80 1.40 4.69 76.28
S.W. 2 3.20 1.10 2.04 14.39
Wing Wall 2 3.00 1.10 2.04 13.49
Toe Wall 1 8.00 0.75 1.00 6.00
Apron 1 8.00 2.00 0.60 9.60
Total 157.37
2 Excavation in hard soil dry of moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including drssing etc.
complete. (20%of Total Excavation)
Total (Cu.m.) 31.47
3 Excavation in ordinary murrum of earth mixed with bajri and kankar or boulder dry or moist & disposal of excavation material within initial lead of 30 m and lift of 1.5 m including dressing etc. complete. (50%of Total
Excavation)
Total (Cu.m.) 78.69
4 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 47.21
5 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 8.00 2.30 0.30 5.52
H.W.E. 2 5.80 1.40 0.30 4.88
S.W. 2 3.20 1.10 0.30 2.11
Wing Wall 2 3.00 1.10 0.30 1.98
Toe Wall 1 8.00 0.75 0.30 1.80
Apron 1 8.00 2.00 0.30 4.80
Total (Cu.m.) 21.09
6 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation
H.W. 1 8.00 2.00 1.74 27.90
H.W.E. 2 5.80 1.10 4.39 56.11
S.W. 2 3.20 0.80 1.74 8.93
Wing Wall 2 3.00 0.80 1.74 8.37
Toe Wall 1 8.00 0.45 0.70 2.52
Total (Cu.m.) 103.83
7 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure
H.W. 1 8.00 1.40 1.50 16.80
H.W.E.
S.W. 2 3.20 0.80 2.00 10.24
0 1.83 0.80 0.80 0.00
Wing Wall 2 3.00 0.80 2.00 9.60
Toe Wall 1 8.00 0.45 0.30 1.08
Total (Cu.m.) 37.72
8 Stone kharanja in cement mortar (1:6) for bed floor including curring etc. complete
Total (Cu.m.) 1 8.00 2.00 0.20 3.20
9 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 8.00 1.50 12.00
H.W.E. 2 5.80 2.65 30.76
S.W. 4 3.20 2.00 25.60
0 1.83 0.80 0.00
Wing Wall 4 3.00 2.00 24.00
Toe Wall 2 8.00 0.20 3.20
Total (Cu.m.) 95.56
10 Ruled pointing in cement mortar (1:3)
H.W. 1 8.00 1.92 15.37
Total (Cu.m.) 15.37
11 Cement concrete coping in cement mortar (1:2:4) 75mm thick
H.W. 1 8.00 0.80 0.08 0.48
H.W.E. 2 5.80 0.80 0.08 0.70
S.W. 2 3.58 0.80 0.08 0.43
Wing Wall 2 3.00 0.80 0.08 0.36
Toe Wall 1 8.00 0.45 0.08 0.27
Apron 1 8.00 2.00 0.08 1.20
Total (Cu.m.) 3.44
12 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.) 1 20.00 8.40 0.15 25.20
13 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 lift of 1.5 M (excluding charges of watering and compaction ) in H.S.
1 20.00 5.20 0.75 78.10
in O.M. 1 20.00 5.20 0.75 78.10
Total (Cu.m.) 156.21
14 Compaction of E/W manually or by plain roller excluding watering charges
Total (Cu.m.) 156.21
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
Total (Cu.m.) 156.21
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.
Total (Cu.m.) 1 20.00 2.72 0.23 12.52
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
Total (Cu.m.) 157.37
MATERIAL CONSUMPTION STATEMENT
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)
21.09 67.48 9.49 18.98
2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)
141.55 198.17 42.47 155.71
3 Cement Plaster (1:3) 25mm thick (Sq.m.) 95.56 21.41 3.06
4 Raised and cut pointing in CM (1:3) (Sq.m.) 15.37 0.95 0.10
5 Stone kharanja in CM (1:6) (cum.) 3.20 5.76 1.18 3.84
6 Cement concrete coping (1:2:4) 75mm thick (cum.)
3.44 20.07 1.41 2.82
7 Dry Stone pitching (cum) 12.52 13.77
Total 313.83 57.70 18.98 2.82 173.32
Say= 15.69 M.T.
ABSTRACT OF COST
S. No. Particular Qty.
Rate Amount (Rs)
Labour including material
Per Labour including material
1 Excavation in hard soil dry or moist & disposal of excavated marerial within initial lead of 30 M. and lift of 1.5 M. including dressing etc.
complete 31.47 113.00 113.00 cum 3556.1 3556.11
2 Excavation in ordinary muram of carth mixed with bajri and kankar of boulder dry of moist & disposal of excavation of material within lead of 30
M. and left of 1.5 M. including dressing etc. complete 78.69 189.00 189.00 cum 14872 14872.41
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. 47.21 165.00 165.00 Cum 7789.7 7789.65
4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 50 mm. HB
21.09 398.58 2350.00 Cum 8406.1 49561.5
5 Random rubble stone manonary in cement sand mortor (1:6) for foundation 103.83 551.90 1989.00 Cum 57304 206517.9
6 Random rubble stone manonary in cement sand mortor (1:6) for super structure 37.72 734.90 2172.00 Cum 27720 81927.84
7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete 3.20 139.80 323.00 Sq.m. 447.36 1033.6
8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 95.56 90.04 185.00 Sq.m. 8604.2 17678.6
9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick 3.44 523.00 3536.00 Cum 1799.1 12163.84
10 Ruled pointing in cement mortar (1:3) 15.37 53.00 65.30 Sq.m. 814.61 1003.661
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
25.20 113.00 113.00 Cum 2847.6 2847.6
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 H.S. 78.10 113.00 113.00 Cum 8825.3 8825.3
13 in O.M. 78.10 189.00 189.00 Cum 14761 14760.9
14 Compaction of E/W manually or by plain roller excluding watering charges 156.21 13.80 13.80 Cum 2155.7 2155.698
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
156.21 0.00 0.00 Cum 0 0
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.
12.52 231.50 1007.50 Cum 2898.4 12613.9
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil 157.37 45.00 45.00 Cum 7081.7 7081.65
Total 169883 444390.1
Add for contingency exp 3% 5096.5 13331.7
Grand Total 174980 457721.8
Say Rs.
458000
Labour
175000
Material
283000
Total
458000
4.58
PLAN
Not to the scale (All dimensions in m.)
5.80
8.00
HWE
0.80 HEAD WALL
2.00
3.20 Apron S/W
2.00
T/W W/W
0.45 3.00
0.8
ESTIMATE OF W.H.S. (1)- INVESTIGATIONS
Cost 2.50
Available crest length = 6.00 M.
Total catchment area= 40.00 Ha.
Height of structure= 1.45 M.
Length of E.W. = 10.00 M.
DESIGN
(2)- Design discharge (By flood discharge mathod)
(A). HYDROLOGIC DEDIGN
Peak rate of run off in cum/sec= Catchment area= 40.00 Ha.
Q=CI
A C= 0.3 K= 6102.57
2 L= 600 M.
36 H= 5.8 M.
Tc= 16.0280
Q= 5.0000 cum/sec = Say= 16.03
Min.
Say = 5.00 cum/sec
I= 15 Cm/hr.
(B) HYDRAULIC DESIGN:
(a)-Flow over the crest.
Q= 1.71*L(h)^3/2
h= 0.6193
= 0.62 M. Say= 0.65 M.
(b)-Fetch length Df= 260.00 M.
Free board F= 1.5hw= 0.34 Say= 0.40 M.
hw=0.014(Df)^0.5= 0.23
Total d =
1.05 M.
(C). STRUCTURAL DESIGN
(i) Top width of Head wall
a= h/(p-1)^.5= 0.57 M.Say = 0.80 M.
(ii) Bottom width of Head wall
b= h+H/(P-1)^.5= 1.84 M.Say= 2.00 M.
(iii) Length of Head Wall Extension
H+d+1= 3.50 M. Say= 3.05 M.
(iv) Height of Head Wall Extensiom
H+d= 2.50 M. Say= 2.60 M.
(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall
0.5(H+h)= 1.05 M. Say= 1.00 M.
(vi) Top width of Head Wall Extension
0.4H= 0.58 M. Say= 0.80 M.
(vii) Length of Basin
LB=0.75(H+d)+H= 3.33 M. Say= 3.00 M.
(viii) Thickness of Basin =
0.6 M. (including concreting)
(ix) Height of Side Wall
H+d= 2.50 M. Say= 2.60 M.
(At Head Wall joint up to Toe of Head Wall)
(x) Height of Side Wall
1.5h= 0.98 M.Say= 1.00 M.
(At Toe Wall of Basin)
(xi) Length of Side Wall = Length of Basin = 3.00 M.
(xii) Length of Wing Wall
2.25h= 1.46 M Say= 3.00 M.
(xiii) Height of Wing Wall
1.5h= 0.98 M. Say= 1.00 M.
(xiv) Top width of Head Wall Extension,
Side Wall, Wing Wall= 0.80 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= 1.00 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 = 1.00 M.
(xix) Depth of Foundation=R=0.47(Q/F)^1/3 0.70 M.
(As per site condition) R max= 1.05
Say= 1.55 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
2668 2668.00 1.60 4268.80
2 W2=0.5*(b-a)*H*S
2001.00 2001.00 0.80 1600.80
3 Fa=w*a*h
520.00 520.00 1.60 832.00
4 P1=w*h*H
942.50 942.50 0.73 683.31
5 P2=0.5*w*H^2
1051.25 1051.25 0.48 508.10
6 P3=(C*w*b*(H+h))/
2
-1050.00 -1050.00 1.33 1400.00
Sigma V= 4139.00 1993.75 =SigmaF
Restoring Moment(Mr)= 6701.60 Kg.m.
Overturining Moment(Mo)= 2591.42 Kg.m.
Resultant Moment(RM)= 4110.18 Kg.m.
(1)- OVERTURNING
Factor of safety against overtruning
=Restoring Moment (Mr)/Overturning Moment (Mo)
2.59
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
1.45
It is more than 1.0, so the structure is safe against sliding
(3)- RUPTURE
Position of resultant X= SigmaRM/ Sigma V
0.99 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] = 2112.73 Kg./Sq.m.
P max= 2112.73 Kg./Sq.m.
P min= 2026.28 Kg./Sq.m.
DETAIL ESTIMATE
S.No. Particular No. Length Breadth Ht./Depth Quantity
1 2 3 4 5 6 7
1 Total Excavation
H.W. 1 6.00 2.30 1.55 21.39
H.W.E. 2 3.05 1.30 4.05 32.12
S.W. 2 3.00 1.10 1.55 10.23
Wing Wall 2 3.00 1.10 1.55 10.23
Toe Wall 1 6.00 0.75 1.00 4.50
Apron 1 6.00 1.80 0.60 6.48
Total 84.95
2 Excavation in hard soil dry of moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including drssing etc.
complete. (20%of Total Excavation)
Total (Cu.m.) 16.99
3 Excavation in ordinary murrum of earth mixed with bajri and kankar or boulder dry or moist & disposal of excavation material within initial lead of 30 m and lift of 1.5 m including dressing etc. complete. (50%of Total
Excavation)
Total (Cu.m.) 42.47
4 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 25.48
5 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 2.30 0.30 4.14
H.W.E. 2 3.05 1.30 0.30 2.38
S.W. 2 3.00 1.10 0.30 1.98
Wing Wall 2 3.00 1.10 0.30 1.98
Toe Wall 1 6.00 0.75 0.30 1.35
Apron 1 6.00 1.80 0.30 3.24
Total (Cu.m.) 15.07
6 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation
H.W. 1 6.00 2.00 1.25 15.00
H.W.E. 2 3.05 1.00 3.75 22.88
S.W. 2 3.00 0.80 1.25 6.00
Wing Wall 2 3.00 0.80 1.25 6.00
Toe Wall 1 6.00 0.45 0.70 1.89
Total (Cu.m.) 51.77
7 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure
H.W. 1 6.00 1.40 1.45 12.18
H.W.E.
S.W. 2 3.00 0.80 1.00 4.80
0 1.73 0.80 1.60 0.00
Wing Wall 2 3.00 0.80 1.00 4.80
Toe Wall 1 6.00 0.45 0.30 0.81
Total (Cu.m.) 22.59
8 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.) 1 6.00 1.80 0.20 2.16
9 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 6.00 1.45 8.70
H.W.E. 2 3.05 2.50 15.25
S.W. 4 3.00 1.00 12.00
0 1.73 1.60 0.00
Wing Wall 4 3.00 1.00 12.00
Toe Wall 2 6.00 0.20 2.40
Total (Cu.m.) 50.35
10 Ruled pointing in cement mortar (1:3)
H.W. 1 6.00 1.88 11.29
Total (Cu.m.) 11.29
11 Cement concrete coping in cement mortar (1:2:4) 75mm thick
H.W. 1 6.00 0.80 0.08 0.36
H.W.E. 2 3.05 0.80 0.08 0.37
S.W. 2 3.38 0.80 0.08 0.41
Wing Wall 2 3.00 0.80 0.08 0.36
Toe Wall 1 6.00 0.45 0.08 0.20
Apron 1 6.00 1.80 0.08 0.81
Total (Cu.m.) 2.50
12 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.) 1 10.00 8.00 0.15 12.00
13 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 lift of 1.5 M (excluding charges of watering and compaction ) in H.S.
1 10.00 5.00 0.65 32.50
in O.M. 1 10.00 5.00 0.65 32.50
Total (Cu.m.) 65.00
14 Compaction of E/W manually or by plain roller excluding watering charges
Total (Cu.m.) 65.00
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
Total (Cu.m.) 65.00
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.
Total (Cu.m.) 1 10.00 2.52 0.23 5.81
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
Total (Cu.m.) 84.95
MATERIAL CONSUMPTION STATEMENT
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)
15.07 48.22 6.78 13.56
2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)
74.36 104.10 22.31 81.79
3 Cement Plaster (1:3) 25mm thick (Sq.m.) 50.35 11.28 1.61
4 Raised and cut pointing in CM (1:3) (Sq.m.) 11.29 0.70 0.07
5 Stone kharanja in CM (1:6) (cum.) 2.16 3.89 0.80 2.59
6 Cement concrete coping (1:2:4) 75mm thick (cum.)
2.50 14.63 1.03 2.05
7 Dry Stone pitching (cum) 5.81 6.39
Total 182.81 32.60 13.56 2.05 90.77
ABSTRACT OF COST
S. No. Particular Qty.
Rate Amount (Rs)
Labour including material
Per Labour including material
1 Excavation in hard soil dry or moist & disposal of excavated marerial within initial lead of 30 M. and lift of 1.5 M. including dressing etc. complete
16.99 113.00 113.00 cum 1919.9 1919.87
2 Excavation in ordinary muram of carth mixed with bajri and kankar of boulder dry of moist & disposal of excavation of material within lead of 30
M. and left of 1.5 M. including dressing etc. complete 42.47 189.00 189.00 cum 8026.8 8026.83
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. 25.48 165.00 165.00 Cum 4204.2 4204.2
4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 50 mm. HB
15.07 398.58 2350.00 Cum 6006.6 35414.5
5 Random rubble stone manonary in cement sand mortor (1:6) for foundation 51.77 551.90 1989.00 Cum 28572 102970.5
6 Random rubble stone manonary in cement sand mortor (1:6) for super structure 22.59 734.90 2172.00 Cum 16601 49065.48
7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete 2.16 139.80 323.00 Sq.m. 301.97 697.68
8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 50.35 90.04 185.00 Sq.m. 4533.5 9314.75
9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick 2.50 523.00 3536.00 Cum 1307.5 8840
10 Ruled pointing in cement mortar (1:3) 11.29 53.00 65.30 Sq.m. 598.37 737.237
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
12.00 113.00 113.00 Cum 1356 1356
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 H.S.
32.50 113.00 113.00 Cum 3672.5 3672.5
13 in O.M. 32.50 189.00 189.00 Cum 6142.5 6142.5
14 Compaction of E/W manually or by plain roller excluding watering charges 65.00 13.80 13.80 Cum 897 897
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
65.00 0.00 0.00 Cum 0 0
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.
5.81 231.50 1007.50 Cum 1345 5853.575
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil 84.95 45.00 45.00 Cum 3822.8 3822.75
Total 89308 242935.4
Add for contingency exp 3% 2679.2 7288.1
Grand Total 91987 250223.5
Say Rs.
250000
Labour
92000
Material
158000
Total
250000
2.50
PLAN
Not to the scale (All dimensions in m.)
3.05
6.00
HWE
0.80 HEAD WALL
2.00
3.00 Apron S/W
1.80
T/W W/W
0.45 3.00
0.8
ESTIMATE OF W.H.S. (1)- INVESTIGATIONS
Cost 2.88
Available crest length = 6.00 M.
Total catchment area= 60.00 Ha.
Height of structure= 1.00 M.
Length of E.W. = 10.00 M.
DESIGN
(2)- Design discharge (By flood discharge method)
(A). HYDROLOGIC DEDIGN
Peak rate of run off in cum/sec= Catchment area= 60.00 Ha.
Q=CIA C= 0.3 K= 11180.34 L= 1000 M.
36 H= 8 M.
Tc= 25.5473
Q= 7.5000 cum/sec = Say= 25.55
Min.
Say = 7.50 cum/sec
I= 15 Cm/hr.
(B) HYDRAULIC DESIGN:
(a)-Flow over the crest.
Q= 1.71*L(h)^3/2
h= 0.8115
= 0.81 M. Say= 0.80 M.
(b)-Fetch length Df= 130.00 M.
Free board F= 1.5hw= 0.24 Say= 0.25 M.
hw=0.014(Df)^0.5= 0.16
Total d
= 1.05 M.
(C). STRUCTURAL DESIGN
(i) Top width of Head wall
a= h/(p-1)^.5= 0.70 M.Say = 0.80 M.
(ii) Bottom width of Head wall
b= h+H/(P-1)^.5= 1.58 M.Say= 2.10 M.
(iii) Length of Head Wall Extension
H+d+1= 3.05 M. Say= 4.00 M.
(iv) Height of Head Wall Extensiom
H+d= 2.05 M. Say= 2.10 M.
(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall
0.5(H+h)= 0.90 M. Say= 1.10 M.
(vi) Top width of Head Wall Extension
0.4H= 0.40 M. Say= 0.80 M.
(vii) Length of Basin
LB=0.75(H+d)+H= 2.54 M. Say= 2.80 M.
(viii) Thickness of Basin =
0.6 M. (including concreting)
(ix) Height of Side Wall
H+d= 2.05 M. Say= 2.10 M.
(At Head Wall joint up to Toe of Head Wall)
(x) Height of Side Wall
1.5h= 1.20 M.Say= 2.00 M.
(At Toe Wall of Basin)
(xi) Length of Side Wall = Length of Basin = 2.80 M.
(xii) Length of Wing Wall
2.25h= 1.80 M Say= 2.50 M.
(xiii) Height of Wing Wall
1.5h= 1.20 M. Say= 2.00 M.
(xiv) Top width of Head Wall Extension,
Side Wall, Wing Wall= 0.8 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= 1.50 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 0.80 M.
(As per site condition) R max= 1.21
Say= 1.80 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
1840 1840.00 1.70 3128.00
2 W2=0.5*(b-a)*H*S
1495.00 1495.00 0.87 1295.67
3 Fa=w*a*h
640.00 640.00 1.70 1088.00
4 P1=w*h*H
800.00 800.00 0.50 400.00
5 P2=0.5*w*H^2
500.00 500.00 0.33 166.67
6 P3=(C*w*b*(H+h))/
2
-945.00 -945.00 1.40 1323.00
Sigma V= 3030.00 1300.00 =SigmaF
Restoring Moment(Mr)= 5511.67 Kg.m.
Overturining Moment(Mo)= 1889.67 Kg.m.
Resultant Moment(RM)= 3622.00 Kg.m.
(1)- OVERTURNING
Factor of safety against overtruning
=Restoring Moment (Mr)/Overturning Moment (Mo)
2.92
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
1.63
It is more than 1.0, so the structure is safe against sliding
(3)- RUPTURE
Position of resultant X= SigmaRM/ Sigma V
1.20 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 = -0.15
Compressive stress at toe and heal respectively
P = Sigma V/b[1+6*e/b] = 843.54 Kg./Sq.m.
P max= 843.54 Kg./Sq.m.
P min= 2042.18 Kg./Sq.m.
DETAIL ESTIMATE
S.No.
Particular No.
Length
Breadth
Ht./Depth
Quantity
1 2 3 4 5 6 7
1 Total Excavation
H.W. 1 6.00 2.40 1.80 25.92
H.W.E. 2 4.00 1.40 3.85 43.12
S.W. 2 2.80 1.10 1.80 11.09
Wing Wall 2 2.50 1.10 1.80 9.90
Toe Wall 1 6.00 0.75 1.00 4.50
Apron 1 6.00 1.50 0.60 5.40
Total 99.93
2 Excavation in hard soil dry of moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including drssing etc. complete. (20%of Total
Excavation)
Total (Cu.m.) 19.99
3 Excavation in ordinary murrum of earth mixed with bajri and kankar or boulder dry or moist & disposal of excavation material within initial lead of 30 m and lift
of 1.5 m including dressing etc. complete. (50%of Total Excavation)
Total (Cu.m.) 49.96
4 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 29.98
5 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 2.40 0.30 4.32
H.W.E. 2 4.00 1.40 0.30 3.36
S.W. 2 2.80 1.10 0.30 1.85
Wing Wall 2 2.50 1.10 0.30 1.65
Toe Wall 1 6.00 0.75 0.30 1.35
Apron 1 6.00 1.50 0.30 2.70
Total (Cu.m.) 15.23
6 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation
H.W. 1 6.00 2.10 1.50 18.90
H.W.E. 2 4.00 1.10 3.55 31.24
S.W. 2 2.80 0.80 1.50 6.72
Wing Wall 2 2.50 0.80 1.50 6.00
Toe Wall 1 6.00 0.45 0.70 1.89
Total (Cu.m.) 64.75
7 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure
H.W. 1 6.00 1.45 1.00 8.70
H.W.E.
S.W. 2 2.80 0.80 2.00 8.96
0 1.63 0.80 0.10 0.00
Wing Wall 2 2.50 0.80 2.00 8.00
Toe Wall 1 6.00 0.45 0.30 0.81
Total (Cu.m.) 26.47
8 Stone kharanja in cement mortar (1:6) for bed floor including curring etc. complete
Total (Cu.m.) 1 6.00 1.50 0.20 1.80
9 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 6.00 1.00 6.00
H.W.E. 2 4.00 2.05 16.40
S.W. 4 2.80 2.00 22.40
0 1.63 0.10 0.00
Wing Wall 4 2.50 2.00 20.00
Toe Wall 2 6.00 0.20 2.40
Total (Cu.m.) 67.20
10 Ruled pointing in cement mortar (1:3)
H.W. 1 6.00 1.64 9.84
Total (Cu.m.) 9.84
11 Cement concrete coping in cement mortar (1:2:4) 75mm thick
H.W. 1 6.00 0.80 0.08 0.36
H.W.E. 2 4.00 0.80 0.08 0.48
S.W. 2 3.00 0.80 0.08 0.36
Wing Wall 2 2.50 0.80 0.08 0.30
Toe Wall 1 6.00 0.45 0.08 0.20
Apron 1 6.00 1.50 0.08 0.68
Total (Cu.m.) 2.38
12 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.) 1 10.00 7.70 0.15 11.55
13 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 lift of
1.5 M (excluding charges of watering and compaction ) in H.S.
1 10.00 4.90 0.53 25.73
in O.M. 1 10.00 4.90 0.53 25.73
Total (Cu.m.) 51.45
14 Compaction of E/W manually or by plain roller excluding watering charges
Total (Cu.m.) 51.45
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
Total (Cu.m.) 51.45
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.
Total (Cu.m.) 1 10.00 2.07 0.23 4.75
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
Total (Cu.m.) 99.93
MATERIAL CONSUMPTION STATEMENT
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)
15.23 48.73 6.85 13.71
2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)
91.22 127.71 27.37 100.34
3 Cement Plaster (1:3) 25mm thick (Sq.m.) 67.20 15.05 2.15
4 Raised and cut pointing in CM (1:3) (Sq.m.) 9.84 0.61 0.06
5 Stone kharanja in CM (1:6) (cum.) 1.80 3.24 0.67 2.16
6 Cement concrete coping (1:2:4) 75mm thick (cum.)
2.38 13.89 0.97 1.95
7 Dry Stone pitching (cum) 4.75 5.23
Total 209.22 38.07 13.71 1.95 107.73
Say= 10.46 M.T.
ABSTRACT OF COST
S. No. Particular Qty.
Rate Amount (Rs)
Labour including material
Per Labour including material
1 Excavation in hard soil dry or moist & disposal of excavated marerial within initial lead of 30 M. and lift of 1.5 M. including dressing etc. complete
19.99 113.00 113.00 cum 2258.9 2258.87
2 Excavation in ordinary muram of carth mixed with bajri and kankar of boulder dry of moist & disposal of excavation of material within lead of 30
M. and left of 1.5 M. including dressing etc. complete 49.96 189.00 189.00 cum 9442.4 9442.44
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. 29.98 165.00 165.00 Cum 4946.7 4946.7
4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 50 mm. HB
15.23 398.58 2350.00 Cum 6070.4 35790.5
5 Random rubble stone manonary in cement sand mortor (1:6) for foundation 64.75 551.90 1989.00 Cum 35736 128787.8
6 Random rubble stone manonary in cement sand mortor (1:6) for super structure 26.47 734.90 2172.00 Cum 19453 57492.84
7 Stone kharanja in cement mortar (1:6) for be floor including curring etc. complete 1.80 139.80 323.00 Sq.m. 251.64 581.4
8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 67.20 90.04 185.00 Sq.m. 6050.7 12432
9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick 2.38 523.00 3536.00 Cum 1244.7 8415.68
10 Ruled pointing in cement mortar (1:3) 9.84 53.00 65.30 Sq.m. 521.52 642.552
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
11.55 113.00 113.00 Cum 1305.2 1305.15
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 H.S.
25.73 113.00 113.00 Cum 2907.5 2907.49
13 in O.M. 25.73 189.00 189.00 Cum 4863 4862.97
14 Compaction of E/W manually or by plain roller excluding watering charges 51.45 13.80 13.80 Cum 710.01 710.01
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
51.45 0.00 0.00 Cum 0 0
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.
4.75 231.50 1007.50 Cum 1099.6 4785.625
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil 99.93 45.00 45.00 Cum 4496.9 4496.85
Total 101357 279858.8
Add for contingency exp 3% 3040.7 8395.76
Grand Total 104398 288254.59
Say Rs. 288000
Labour 104000
Material 184000
Total 288000
2.88
PLAN
Not to the scale (All dimensions in m.)
4.00
6.00
HWE
0.80 HEAD WALL
2.10
2.80 Apron S/W
1.50
T/W W/W
0.45 2.50
0.8
ESTIMATE OF Masonary Outlet (1)- INVESTIGATIONS
Cost 0.09
Available crest length = 3.00 M.
Total catchment area= 2.00 Ha.
Height of structure= 0.30 M.
Length of E.W. = 0.00 M.
DESIGN
(2)- Design discharge (By flood discharge mathod)
(A). HYDROLOGIC DEDIGN
Peak rate of run off in cum/sec= Catchment area= 2.00 Ha.
Q=CIA C= 0.3 K= 3000 L= 300 M.
36 H= 3 M.
Tc= 9.2772
Q= 0.2500 cum/sec = Say= 9.28 Min.
Say = 0.25 cum/sec
I= 15 Cm/hr.
(B) HYDRAULIC DESIGN:
(a)-Flow over the crest.
Q= 1.71*L(h)^3/2
h= 0.1334
= 0.13 M. Say= 0.15 M.
(b)-Fetch length Df= 5.00 M.
Free board F= 1.5hw= 0.05 Say= 0.15 M.
hw=0.014(Df)^0.5= 0.03
Total d =
0.30 M.
(C). STRUCTURAL DESIGN
(i) Top width of Head wall
a= h/(p-1)^.5= 0.13 M.Say = 0.40 M.
(ii) Bottom width of Head wall
b= h+H/(P-1)^.5= 0.39 M.Say= 0.60 M.
(iii) Length of Head Wall Extension
H+d+1= 1.60 M. Say= 1.50 M.
(iv) Height of Head Wall Extensiom
H+d= 0.60 M. Say= 0.60 M.
(v) Bottom width of Head Wall Extension., Side Wall & Wing Wall
0.5(H+h)= 0.23 M. Say= 0.60 M.
(vi) Top width of Head Wall Extension
0.4H= 0.12 M. Say= 0.40 M.
(vii) Length of Basin
LB=0.75(H+d)+H= 0.75 M. Say= 0.75 M.
(viii) Thickness of Basin =
0.23 M. (including concreting)
(ix) Height of Side Wall
H+d= 0.60 M. Say= 0.60 M.
(At Head Wall joint up to Toe of Head Wall)
(x) Height of Side Wall
1.5h= 0.23 M.Say= 0.40 M.
(At Toe Wall of Basin)
(xi) Length of Side Wall = Length of Basin = 0.75 M.
(xii) Length of Wing Wall
2.25h= 0.34 M Say= 0.60 M.
(xiii) Height of Wing Wall
1.5h= 0.23 M. Say= 0.40 M.
(xiv) Top width of Head Wall Extension,
Side Wall, Wing Wall= 0.4 M.
(xv) Width of Toe Wall= 0.45 M.
(xvi) Height of Toe 0.3 M.
Wall=
(xvii) Height of Wing Wall at Wing Wall end= 0.30 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 = 0.60 M.
(xix) Depth of Foundation=R=0.47(Q/F)^1/3 0.26 M.
(As per site condition) R max= 0.39
Say= 0.60 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
276 276.00 0.40 110.40
2 W2=0.5*(b-a)*H*S
69.00 69.00 0.13 9.20
3 Fa=w*a*h
60.00 60.00 0.40 24.00
4 P1=w*h*H
45.00 45.00 0.15 6.75
5 P2=0.5*w*H^2
45.00 45.00 0.10 4.50
6 P3=(C*w*b*(H+h))/
2
-67.50 -67.50 0.40 27.00
Sigma V= 337.50 90.00 =SigmaF
Restoring Moment(Mr)= 143.60 Kg.m.
Overturining Moment(Mo)= 38.25 Kg.m.
Resultant Moment(RM)= 105.35 Kg.m.
(1)- OVERTURNING
Factor of safety against overtruning
=Restoring Moment (Mr)/Overturning Moment (Mo)
3.75
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
2.63
It is more than 1.0, so the structure is safe against sliding
(3)- RUPTURE
Position of resultant X= SigmaRM/ Sigma V
0.31 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] = 494.17 Kg./Sq.m.
P max= 494.17 Kg./Sq.m.
P min= 630.83 Kg./Sq.m.
DETAIL ESTIMATE
S.No. Particular No. Length Breadth Ht./Depth Quantity
1 2 3 4 5 6 7
1 Total Excavation
H.W. 1 3.00 0.60 0.60 1.08
H.W.E. 2 1.50 0.60 0.60 1.08
S.W. 2 0.75 0.40 0.60 0.36
Wing Wall 2 0.60 0.40 0.60 0.29
Toe Wall 1 3.00 0.45 0.00 0.00
Apron 1 3.00 0.55 0.15 0.25
Total 3.06
2 Excavation in hard soil dry of moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including drssing etc. complete. (20%of Total
Excavation)
Total (Cu.m.) 3.06
3 Excavation in ordinary murrum of earth mixed with bajri and kankar or boulder dry or moist & disposal of excavation material within initial lead of 30 m and lift of 1.5
m including dressing etc. complete. (50%of Total Excavation)
Total (Cu.m.) 0.00
4 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 0.00
5 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 3.00 0.60 0.00 0.00
H.W.E. 2 1.50 0.60 0.00 0.00
S.W. 2 0.75 0.40 0.00 0.00
Wing Wall 2 0.60 0.40 0.00 0.00
Toe Wall 1 3.00 0.45 0.00 0.00
Apron 1 3.00 0.55 0.00 0.00
Total (Cu.m.) 0.00
6 Random rubble stone masonary in cement sand mortar (1 : 6) for foundation
H.W. 1 3.00 0.30 0.60 0.54
H.W.E. 2 1.50 0.30 0.60 0.54
S.W. 2 0.75 0.10 0.60 0.09
Wing Wall 2 0.60 0.10 0.60 0.07
Toe Wall 1 3.00 0.15 0.00 0.00
Total (Cu.m.) 1.24
7 Random rubble stone masonary in cement sand mortar (1 : 6) for superstructure
H.W. 1 3.00 0.50 0.30 0.45
H.W.E.
S.W. 2 0.75 0.40 0.40 0.24
0 0.60 0.40 0.20 0.00
Wing Wall 2 0.60 0.40 0.40 0.19
Toe Wall 1 3.00 0.45 0.30 0.41
Total (Cu.m.) 1.29
8 Dry stone pitching hammer dressed with packing of voids from small stones including all lifts in required profile of depth of 20 to 23 c.m.
Total (Cu.m.) 1 3.00 0.55 0.23 0.38
9 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 3.00 0.30 0.90
H.W.E. 2 1.50 0.60 1.80
S.W. 4 0.75 0.40 1.20
0 0.60 0.20 0.00
Wing Wall 4 0.60 0.40 0.96
Toe Wall 2 3.00 0.23 1.38
Total (Sq.m.) 6.24
10 Cement plaster including smooth finishing in cement mortar (1:4) 25mm thick
H.W. 1 3.00 0.36 1.08
Total (Cu.m.) 1.08
11 Cement concrete coping in cement mortar (1:2:4) 75mm thick
H.W. 1 3.00 0.40 0.05 0.06
H.W.E. 2 1.50 0.40 0.05 0.06
S.W. 2 0.87 0.40 0.05 0.03
Wing Wall 2 0.60 0.40 0.05 0.02
Toe Wall 1 3.00 0.45 0.05 0.07
Apron 1 3.00 0.55 0.05 0.08
Total (Cu.m.) 0.33
12 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.) 1 0.00 2.10 0.15 0.00
13 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 lift of 1.5 M (excluding charges of watering and compaction )
in H.S.
1 0.00 1.35 0.15 0.00
in O.M. 1 0.00 1.35 0.15 0.00
Total (Cu.m.) 0.00
14 Compaction of E/W manually or by plain roller excluding watering charges
Total (Cu.m.) 0.00
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
Total (Cu.m.) 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.
Total (Cu.m.) 1 0.00 -0.13 0.23 0.00
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
Total (Cu.m.) 0.00
MATERIAL CONSUMPTION STATEMENT
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)
0.00 0.00 0.00 0.00
2 RR Stone masonary in CM (1:6) for foundation & Superstructure (cum)
2.53 3.54 0.76 2.78
3 Cement Plaster (1:3) 25mm thick (Sq.m.) 6.24 1.40 0.20
4 Raised and cut pointing in CM (1:3) (Sq.m.) 1.08 0.07 0.01
5 Stone kharanja in CM (1:6) (cum.) 0.38 0.68 0.14 0.46
6 Cement concrete coping (1:2:4) 75mm thick (cum.)
0.33 1.92 0.13 0.27
7 Dry Stone pitching (cum) 0.00 0.00
Total 7.61 1.24 0.00 0.27 3.24
ABSTRACT OF COST
S. No. Particular Qty.
Rate Amount (Rs) Labour including
material Per Labour including
material
1 Excavation in hard soil dry or moist & disposal of excavated marerial within initial lead of 30 M. and lift of 1.5 M. including dressing etc. complete
3.06 113.00 113.00 cum 345.78 345.78
2 Excavation in ordinary muram of carth mixed with bajri and kankar of boulder dry of moist & disposal of excavation of material within lead of 30 M. and left of
1.5 M. including dressing etc. complete
0.00 189.00 189.00 cum 0 0
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.
0.00 165.00 165.00 Cum 0 0
4 Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 50 mm. HB
0.00 398.58 2350.00 Cum 0 0
5 Random rubble stone manonary in cement sand mortor (1:6) for foundation 1.24 551.90 1989.00 Cum 684.36 2466.36
6 Random rubble stone manonary in cement sand mortor (1:6) for super structure 1.29 734.90 2172.00 Cum 948.02 2801.88
7 Dry stone kharanja 0.38 139.80 323.00 Sq.m. 53.124 122.74 8 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 6.24 90.04 185.00 Sq.m. 561.85 1154.4
9 Cement conerete coping in cement mortar ( 1:2:4) 100 mm thick 0.33 523.00 3536.00 Cum 172.59 1166.88
10 Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick 1.08 90.04 185.00 Sq.m. 97.24 199.80
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
0.00 113.00 113.00 Cum 0 0
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 H.S.
0.00 113.00 113.00 Cum 0 0
13 in O.M. 0.00 189.00 189.00 Cum 0 0 14 Compaction of E/W manually or by plain roller excluding watering charges 0.00 13.80 13.80 Cum 0 0
15 Watering of earth, murrum highly weathered material or similar material to optimum moisture in borrow area when source of water being 1 K.m.
0.00 0.00 0.00 Cum 0 0
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.
0.00 231.50 1007.50 Cum 0 0
17 Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil
0.00 45.00 45.00 Cum 0 0
Total 2863 8257.84 Add for contingency exp 3% 85.89 247.74 Grand Total 2949 8505.56 Say Rs. 9000 Labour 3000 Material 6000 Total 9000 0.09
PLAN
Not to the scale (All dimensions in m.)
1.50
3.00
HWE
0.40 HEAD WALL
0.60
0.75 Apron S/W
0.55
T/W W/W
0.45 0.60
0.4
ESTIMATE Name of Work :Retaining Wall
length 1 m Width of Foundation 1.6 m
Top width of Wall 0.8 m Depth of Foundation 1.5 m
C.C. 1:2:4 0.15 m Minimum Hight of structure 1 m Miximum Hight of structure 2 m
S.No. Item
Unit Quantity Rate Amount (Rs)
Labour Total Cost Labour Total Cost
1 Excavation in hard soil /O.M. & disposal of excavated material within initial lead of 50 m and lift of 1.5 m.
1 x 1 x 1.6 x 1.5 H.S. 0.96 Cu.m 0.96 113 113 108.48 108.48
O.M. 1.44 Cu.m 1.44 189 189 272.16 272.16
2 Cement concrete well mixed in cement mortar 1:4:8 laid in position complete including curing aggregate size up to
40mm(H.B.)
1 x 1 x 1.6 x 0.3 0.48 Cu.m 0.48 398.6 2350 191.32 1128
3 Random rubble stone masonary in cement sand mortar 1:6 for Foundation .
1 x 1 x 1.6 x (1.5 - 0.3) 1.92 Cu.m. 1.92 463 2708 888.96 5199.36
4 Random rubble stone masonary in cement sand mortar 1:6 for Super Structure.
1 x 1 x ( 0.8 + 1.6 )/2 x (1 + 2)/2 1.8 Cu.m 1.8 589 2834 1060.2 5101.2
5 rehandling of earth
2.4 Cu.m 2.40 45 45 108 108
7 Cement concrete well mixed in cement mortar 1:2:4 laid in position complete including curing aggregate size up to
20mm
1 x 0.8x 0.15 0.12 Cum. 0.12 523 3536 62.76 424.32
8 Cement plaster inc.m.1:4(25mm)
1 x 1 x ( 1 + 2 )/2 1.50 Sqm 1.50 90.04 185 135.06 277.5
Total 2826.9 12,619.02
Contigency 3% 84.81 378.57
G.Total 2911.7 12,997.59
Say.Rs. 13,000.00
Name of Work :-Construction of Staggered Trenches
Consideration :-
1. Area - 1 ha
2. Cross section of trench- .30*.30= 0.90 sq.m
3. No. of Trenches 100 Nos.
4. Length of Trenches 5 M
S. No. ITEM No. L B H Quantity Unit
Rate Amount (Rs)
Labour Total cost
Labour Total cost
1 MEihysoy@,&Qzse }kjk 8&15 ehVj nwjh
ij dUVwj ykbZu dk ysvkmV nsuk
1.0 1000.0 1000.0 m 0.13 0.14 130 140
2 Mkx csfyax dk dk;Z 2-5 ls 5-0 lseh
xgjkbZ 2.0 1000.0
2000.0 m 0.54 0.56 1080 1120
3 S sssssTaggered Trenching fuekZ.k gsrq
uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z]
[kqnh gqbZ feêh dk fuLrkj.k rFkk lery
djukA
dBksj feV~Vh esa 100.0 5.0 0.3 0.1 15.0 cum 113 113 1695 1695
fo?kfVr pV~Vku@eqjZe 100.0 5.0 0.3 0.2 30.0 cum 218 218 6540 6540
4 c.M @ QjksZ ij ?kkl chtks dh cqokbZ
¼?kkl ,oa okfudh cht çkslksfi;l @
ikfdWax lksfu;k vkfn½
100.0 5.0 500.0 m
0.73 0.73 365 365
5 vksojflfMax vkWaQ ?kkl cht feV~Vh
mipkj ¼VSDVj½ cht oqokbZ nj 6&8
fdyks @ gS0
1.0 0.7 Ha
67.5 445.54 47.25 311.878
6 ?kkl cht dh fder ¼/kke.k] LVkbZyksa
bR;kfn½ ¼cktkj nj ls½
8.0 5.6 kg
50 0 280
mi ;ksx 9857.3 10451.88
dUVhtsUlh 3 izfr'kr 295.7 313.56
dqy ;ksx 10153 10765.43
Say Rs
11000
Je 10000
lkexzh 1000.00
;ksx 11000.00
rdehuk
dk;Z dk uke %& lw[ks iRFkjks ls fufeZr LVkWi pSdMse
CC
1:2:4
0.10 m
0.7 m 0.35 m
0
.
4
m
0.3m 0.4 m
1.5 m Flow over weir 0.20 ehVj
Height 0.70 ehVj
yEckbZ 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
yEckbZ pkSM+kbZ mapkbZ@x
gjkbZ
ek=k
¼v½&fo?kfVr
pV~Vku@eqjZe 3.50 1.50 0.30 1.58 ?ku
ehVj
2 1.50 1.17 0.45 1.58 ?ku
ehVj
3.15
?ku
ehVj 3.15 165 165 519.75 519.75
2 uhao rFkk dqlhZ esa iRFkj dh os j)k&<ksdk fpukbZ] lw[ks iRFkj esaA
uhao 2.00 1.50 0.30 0.90
izFke LVsi 2.00 1.10 0.35 0.77
f}rh; LVsi 2.00 0.70 0.35 0.49
2 1.50 1.00 1.10 3.30
;ksx 5.46 ?ku 5.46 374.2 1150
2043.13
2 6279
ehVj
3 lhesaV dkWadjhV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr esa 12 fe-
eh- ukih; eki dh ,xzhxsV ds lkFk Mkyuk
izFke LVsi 2.00 0.40 0.10 0.08
f}rh; LVsi 2.00 0.40 0.10 0.08
rrh; LVsi 2.00 0.70 0.10 0.14
2 1.50 1.00 0.10 0.30
;ksx 0.60 ?ku
ehVj 0.60
397.8
8 3300 238.728 1980
4 [kqnh gqbZ feV~Vh] Vhyksa ;k ukyksa es ls ] 1-5 ehVj mBku ;k 50 ehVj
rd ys tkuk ;k lery djuk
?ku
ehVj 3.15 49.8 50.3 156.87 158.445
;ksx 2958.48 8937.195
dUVhtsUlh 3 izfr'kr 88.75 268.12
dqy ;ksx 3047.23 9205.311
Say.Rs. 9000
Je 3000
lkexzh 6000
;ksx 9000
rdehuk
dk;Z dk uke %& lw[ks iRFkjks ls fufeZr LVkWi pSdMse
CC
1:2:4
0.10 m
0.7 m 0.35 m
0.4
m
0.
3
m
0.4 m
1.5 m Flow over weir 0.20 ehVj
Height 0.70 ehVj
yEckbZ 4.00 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
yEckbZ pkSM+kbZ mapkbZ@x
gjkbZ
ek=k
¼v½&fo?kfVr
pV~Vku@eqjZe 5.50 1.50 0.30 2.48 ?ku ehVj
2 1.50 1.83 0.45 2.48 ?ku ehVj
4.95 ?ku ehVj 4.95 165 165 816.75 816.75
2 uhao rFkk dqlhZ esa iRFkj dh os j)k&<ksdk fpukbZ] lw[ks iRFkj esaA
uhao 4.00 1.50 0.30 1.80
izFke LVsi 4.00 1.10 0.35 1.54
f}rh; LVsi 4.00 0.70 0.35 0.98
2 1.50 1.00 1.10 3.30
;ksx 7.62 ?ku ehVj 7.62 374.2 1150 2851.404 8763
3 lhesaV dkWadjhV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr esa 12
fe-eh- ukih; eki dh ,xzhxsV ds lkFk Mkyuk
izFke LVsi 4.00 0.40 0.10 0.16
f}rh; LVsi 4.00 0.40 0.10 0.16
rrh; LVsi 4.00 0.70 0.10 0.28
2 1.50 1.00 0.10 0.30
;ksx 0.90 ?ku ehVj 0.90 397.88 3300 358.092 2970
4 [kqnh gqbZ feV~Vh] Vhyksa ;k ukyksa es ls ] 1-5 ehVj mBku ;k 50
ehVj rd ys tkuk ;k lery djuk
?ku ehVj 4.95 49.8 50.3 246.51 248.985
;ksx 4272.75
6 12798.74
dUVhtsUlh 3 izfr'kr 128.18 383.96
dqy ;ksx 4400.93 13182.7
Say.Rs. 13000
Je 4400
lkexzh 8600
;ksx 13000
Model Estimate
Runoff Management StructureToda IWMP
3.03
Design as per field topography Abstruct of cost
Area 2 ha. Cost of waste weir 112905Slope 2 to 3 % Cost of earthen bund 37429maximum hight 1.5 mtr. Total 150334maximum length of travel 50 mtr. Say 1.50 lacs
Runoff Management Structure
Data to put A C L H h I Df2 0.3 50 0.6 0.2 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 0.45 0.2 0.4 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.18 0.2 2.3 1.3 1.14Q Cofficient I A C Say 0.3
0.4637 0.0276 28 2 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
0.570 0.2 0.45 0.65 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.00TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 1.85 0.45 0.4 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 0.85 0.45 0.4
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
456.44 50 353.55 0.6 0.775 0.325 0.45 0.2 0.65 0.58
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.18 0.45 0.4
2.1765 0.0195 456.44 111.61 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)28 Use this As I As Reference 1.09 0.45 0.4 0.85 0.637510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d0.4637 1.71 3.03 0.2 0.089 L=length of the crest wall in mtr wall joint 0.85 0.45 0.4
9.9438 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.3 1.5 0.2
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.45 2.25 0.2
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.3 1.5 0.2d h F 13 Top width of toe wall 0.35
0.4 0.2 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. Toda IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hr = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1m = Coefficient of friction (0.65 to 0.75) Fb H
a b H h r C w H/3 H/2 W10.30 1.00 0.45 0.2 2300 0.5 1000 W2
W1 = a Hr a H r w(h+H) b310.5 0.30 0.45 2300
UW2 = ½(b-a)Hr b a H r cofficient
362.25 1.00 0.30 0.45 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient162.5 1000 0.45 0.2 0.65 1.00 0.5
Fa = whH w h H H 0.4590 1000 0.2 0.45 h 0.2 W1 310.5
a 0.30 W2 362.25Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 162.5
101.25 1000 0.45 0.45 0.2025 0.5 w 1000 Fa 90Fb 101.25
Fc = wah w a h Fc 6060 1000 0.30 0.2
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W2310.5 0.85 60 90 101.25 162.5 0.30 1.00 362.25
H U0.45 162.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
482.28 263.925 51 167.36 1.00 0.30 0.70 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3143.7708 20.25 15.1875 108.3333
RM OM RM/OM482.28 143.7708 3.354536 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
570.25 310.5 362.25 60 162.5Th Fa Fb Frictional cofficient
191.25 90 101.25 0.8C.F*Tv/Th 2.39 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.594 338.51 570.25E=b/2-X b/2 X
-0.094 0.5 0.594
e b/6-0.094 0.167 b/6>e
Hance safe
Structural Design 0
Top Plan 0.53.03
0.31.00
0.701.74
0.39 1.09
0.50.6
ElivationHead wall extention
0.67
0.83Head wall
0.39 0.35 0.3Land Level
0.3Apron
0.60.6
Foundation0.3
1.001.74
0.70
0.9cc 1:4:8
0.18
1.00
0.3
1.00
Side wall
0.85
0.9
0.4
0.45
1.85
8
0.18
0.35
0.3
Estimate 0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.65 4.09 1.37 0.625
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in ondinary soil up to 1.5 mt Hight and deposited
excavated meterial lead op to 50 2B
Head wall 1 3.03 1.00 0.9 2.73Head wall extention 2 1.85 8 0.9 26.64
side wall 2 1.74 0.45 0.9 1.41Appron 1 3.03 0.39 0.9 1.06
Toe wall 1 3.03 0.9 0.9 2.46Wing Wall 1 0.45 0.6 0.6 0.16
34.45 113 3892.936
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm
concrete Using mixture & vibrater 11BHead wall 1 3.03 1.00 0.3 0.91
Head wall extention 2 1.85 8 0.3 8.88side wall 2 1.74 0.45 0.3 0.47
Appron 1 3.03 0.39 0.3 0.35Toe wall 1 3.03 0.9 0.3 0.82
Wing Wall 1 0.45 0.6 0.3 0.0811.51 2084 23988.06
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.03 1.00 0.6 1.82Head wall extention 2 1.85 8 0.6 17.76
side wall 2 1.74 0.45 0.6 0.94Appron 1 3.03 0.39 0.15 0.18
Toe wall 1 3.03 0.9 0.6 1.64Wing Wall 1 0.45 0.6 0.3 0.08
22.41 1989 44576.534 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 3.03 0.65 0.45 0.89Head wall extention 2 1.85 4.09 0.85 12.86
side wall 2 1.37 0.45 0.55 0.68side wall 2 1.74 0.45 0.3 0.47
Appron 1 3.03 0.39 0.00Toe wall 1 3.03 0.625 0 0.00
Wing Wall 1 0.45 0.6 0.3 0.0814.98 2172 32531.04
cf 104988.6
121
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm
concrete Using mixture & vibrater
122A
bf 104988.58Head wall 1 3.03 0.3 0.1 0.091
Head wall extention 2 1.85 0.18 0.08 0.05328side wall 2 1.00 0.45 0.08 0.072side wall 2 0.67 0.45 0.08 0.048
Appron 1 3.03 0.39 0.08 0.094Toe wall 1 3.03 0.35 0.08 0.085
Wing Wall 1 0.45 0.6 0.08 0.0220.465 2531 1177.2621
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 3.03 0.3 0.909Head wall 1 3.03 0.45 1.36
Head wall extention 2 1.85 0.18 0.67Head wall extention 2 1.85 0.85 3.15
side wall 2 1.00 0.45 0.9side wall 2 0.67 0.45 0.61side wall 2 1.74 0.3 1.04side wall 2 1.37 0.55 1.51side wall 2 0.45 0.85 0.77
Appron 1 3.03 0.39 1.17Toe wall 1 3.03 0.95 2.88
Wing Wall 2 0.45 0.6 0.54Wing Wall 2 0.45 0.3 0.27Wing Wall 2 0.3 0.6 0.36
16.13 164 2645.0225
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete
Using mixture & vibrater
Appron 123 1 3.03 0.388 0.15 0.18 3300 581.50595
8 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 12 mm thick 68 c
Head wall 1 3.03 0.83 2.52 89 224.53144Total 109616.9
3% contengency 3289TOTAL 112905.40
TODA IWMPEarthen bund
Length in m 23
Maximum cross section Minimum cross section on both sides
0.90.75
USDS 2:1 1.5 3:1
2:1 0.9 3:1
3 4.5 1.8 2.7
8.4 5.25
CS (Tw+Bw) *Hight2
CS 6.975 CS 2.7
Average Cross section 4.125
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 23 4.13 94.88 Cum 104 9867.00
2 Dry stone pitching 23cm thick 125 23.00 4.50 23.81 Cum 1007 23971.643 Ls 2500
36338.643% contengency 1090.16
Total 37428.79Says 37000.00
Name of work
1
Earth work Excavation in ordinary soil up to
1.5 mt Hight and deposited excavated
meterial lead op to 50
Vegetation
Agency : Sub committee watershed Estimated Cost : 0.30 Lacs Inside size= 11 X 10Scheme : IWMP-12/11-12
S.No. Item No L (Ft) B (Ft) H (Ft) Qty(sqft) Rate Amount
l[r] fpduh] dadj feêh esa 2 13.00 2.00 2.00 104.001 8.50 2.00 2.00 34.00
Total 138.00Cum 3.91 113.00 441.51
2 13.00 2.00 0.50 26.001 8.5 2.00 0.50 8.50
iRFkj dh fxêh ds lkFk
Total 34.50Cum 0.98 2141.00 2092.48
2 12.50 1.50 1.00 37.50
1 9.00 1.50 1.00 13.50
2 12.00 1.00 1.50 36.001 9.50 1.00 1.50 14.25
Total 101.25Cum 2.87 1890.00 5421.03
1 11.50 9.50 109.25
1 11.50 8.50 97.75
1 10.00 9.00 90.00Total 207.00
(-) Deductions 1 4.00 6.00 24.00Total 24.00Net 183.00Sqm 17.01 354.00 6020.63
3 uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk
lhesaV&ctjh 1 % 8 elkys es] e; cxy dh
f>jh cUn djuk rFkk rjkbZ vkfnA
4 izFke Js.kh dh bZaVksa dh 112 fe-eh- eksVkbZ esa
uhao rFkk vf/kjpuk esa lhesaV&ctjh elkyk
1%6 es fpukbZ dk dk;Z djuk e; rjkbZ dsA
Details of work & Abstract of Cost
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
2 lhesUV dkaØhV uhao ;k QeZ esa 40 fe- eh-
ukeh; eki dh iRFkj fxÍh @ bZV dh fxÍh
lhesUV&jsr elkyk] 1 lhesUV % 5 jsr % 10
fxÍh vuqikr esa feykdj Mkyuk rFkk dqVkbZ
djuk] rjkbZ lesrA
MODEL- ESTIMATEName of Work : Consctruction of cattle shed with existing side wall.
1 5.00 0.50 2.50Total 2.50sqm 0.23 994.00 230.95
1 12.00 12.50 150.00
150.00Total 150.00sqm 13.94 215.00 2997.21
2 11.50 9.50 218.50
2 11.50 8.50 195.502 10.00 9.00 180.00
594.00Deductions
2 4.0 6.0 48.00Total 48.00Net 546.00sqm 50.74 110.00 5581.78
8 jax lQsnh dk dk;Z u;s dk;Z@iqjkus dk;Z ijA 50.74 17.30 877.869 tksMs pkjk Mkyus dh eatj ds fy;s ¼layXu
rdehuk vuqlkj½ 2 2.00 2700.00 5400.0010 Add for Contingencial work as water
truff, Safety for A.C Sheets,photos,boards etc. 1200.00
Grand Total Rs 30263.46Say Rs 30000.00
Labour Rs Says 8600Material Rs 21400
Total 30000
85612143930000
7 lhesaV IykLVj nhokj ij 1%6 vuqikr es
lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk
rjkbZ lesrA
5 iRFkj ds fljny ¼fyVay½ dh vkiwfrZ dj]
fpukbZ es mi;ksx dh xbZ elkys es mls
yxkukA
6 6 fe-eh- eksVkbZ es ukyhnkj ,LosLVl lhesaV
dh pnjksa dks bLikr ds ts ;k ,y gqd rFkk
uV oksYV ls yxkuk o vkiwfÙkZ djukA dSph
rFkk ijfyu dh Hkqxrku vyx ls gksxkA
EkWkMy&1 iwoZ fufeZr nhokj ds mi;ksx ls
dk;Z dk uke %& esatj ( Manger)
S.N. Particulars Nos. Length width Height Total Rate Amount
1 Earth work for foundation in hard soil 1 2.2293 0.25 0.20 0.1115
2 0.5098 0.25 0.20 0.051
0.1624 113 18.36
2 Cement concrete in foundation 1:5:10 1 2.2293 0.25 0.10 0.0557
2 0.5098 0.25 0.10 0.025
0.0812 2141 173.89
3 Brick masonary in cm 1:6 in foundation &
plinth 112mm thick0 2.10 0.71 0.00
2 0.63 0.71 0.90
0.901 354 318.97
4 Brick masonary in foundation & plinth in
cm 1:6 pillers2 0.23 0.23 0.71 0.08
0.0751 2708 203.35
5 P&F of chisel dressed stone katala slab in
CSM 1:3, 50mm thick1 1.8293 0.61 1.1154 997 1112.06
6P&L of dry stone kharnja in floor sub base 1 1.8293 0.61 0.15 0.17 959 160.45
7 Plaster on new surface in cm (1:4) 20 mm
thick
4 0.6348 0.61 1.55
8 0.23 0.61 1.12
2.67 126 336.44
8 50 mm thick cement concrete mix 1:2;4
complete with rounding of edges1 1.8293 0.61 1.12 257 286.66
2610.18
78.31
2688.48
Says Rs. 2700.00
dk;Zky; lgk;d vfHk;Urk ,oa ihvkbZ, ¼vkbZMCY;w,eih½ iapk;r lfefr [k.Msyk
foLr`r rdehuk
IWMP
G. Total
lgk;d vfHk;ark
iapk;r lfefr][k.Msyk
Total
Add for contigency 3%
Length per ha = 1.3x100x100/HI
= 1.3x100x100/100
130RM
Maximum cross section
0.6
US
DS 2:1 0.75 2:1
1.5 1.5
3.6
CS (Tw+Bw) *Hight
2
CS 1.575
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 130 1.575 204.75 Cum 104 21294.00
2 124 26.00 1.70 5.08 Cum 1007 5118.58
3 Ls 1500
27912.58
Add for contigency 3% 837.38Total 28749.96
Says Rs 29000
Vegetation work
TODA IWMPContour Bund
Name of work
1
Earth work Excavation in hard soil up to
1.5 mt Height and disposal of excavated
soil lead op to 50M
Dry stone pitching with 15 to 30cm thick
hand hammer dressed stones
TODA IWMP
feV`h dk cka/k
Length in m = 20
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1 3:12:1 0.5 3:1
2 3 1 1.5
6 3.5
CS = (Tw+Bw) *Height
2
CS = 3.5 CS = 1.125
Average Cross section 1.916667
S.no.
BSR Item
No Length
Cross
secction Qty Unit Rate Amount
1
119 B 20 1.92 38.33 Cum 104 3986.67
2124 20.00 4.50 20.70 Cum 1007 20844.90
3 Ls 2900
27731.57
Add for contigency 3% 831.95Total 28563.51
Says Rs 29000
Name of work
feVh dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh
ijr es Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk
dadj chudj vyx djuk rFkk feVh dh njslh
djuk rFkk 'khi QwV jksyj ls feVh nckuk] 1-5 eh
mBku rFkk 50 eh nwjh dss fy,A (dkWEisD'ku dh nj
vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj
dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
TODA IWMP
feV`h dk cka/k
Length in m 25
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1 3:12:1 0.8 3:1
2 3 1.6 2.4
6 5
CS= (Tw+Bw) *Height
2
CS = 3.5 CS = 2.4
Average Cross section = 2.766667
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
1 119 B 25 2.77 69.17 Cum 104 7193.33
2 124 25.00 4.50 25.88 Cum 1007 26056.13
3 Ls 4200
37449.46
Add for contigency 3% 1123.48Total 38572.94
Says Rs 39000
Name of workfeV`h dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh
ijr es Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk
dadj chudj vyx djuk rFkk feV`h dh njslh
djuk rFkk 'khi QwV jksyj ls feV`h nckuk] 1-5 eh
mBku rFkk 50 eh nwjh dss fy,A (dkWEisD'ku dh nj
vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj
dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
TODA IWMP
feV`h dk cka/k
Length in m 20
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1 3:12:1 0.65 3:1
2 3 1.3 1.95
6 4.25
CS= (Tw+Bw) *Height
2
CS 3.5 CS 1.70625
Average Cross section 2.304167
Sr.no.
BSR Item
No Length
Cross
secction Qty Unit Rate Amount
1 119 B 20 2.30 46.08 Cum 104 4792.67
2 124 20.00 4.50 20.70 Cum 1007 20844.90
3 Ls 5200
30837.57
Add for contigency 3% 925.13Total 31762.69
Says Rs 32000
Name of workfeVh dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh
ijr es Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk
dadj chudj vyx djuk rFkk feVh dh njslh
djuk rFkk 'khi QwV jksyj ls feVh nckuk] 1-5 eh
mBku rFkk 50 eh nwjh dss fy,A (dkWEisD'ku dh nj
vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj
dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
TODA IWMP
feV`h dk cka/k
Length in m 10
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1 3:12:1 0.6 3:1
2 3 1.2 1.8
6 4
CS= (Tw+Bw) *Height
2
CS 3.5 CS 1.5
Average Cross section 2.166667
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
1 119 B 10 2.17 21.67 Cum 104 2253.33
2 124 10.00 4.50 10.35 Cum 1007 10422.45
3 Ls 2500
15175.78
Add for contigency 3% 455.27Total 15631.06
Says Rs 16000
Name of workfeVh dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh
ijr es Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk
dadj chudj vyx djuk rFkk feVh dh njslh djuk
rFkk 'khi QwV jksyj ls feVh nckuk] 1-5 eh mBku
rFkk 50 eh nwjh dss fy,A (dkWEisD'ku dh nj
vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj
dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
TODA IWMP
feV`h dk cka/k
Length in m = 11
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 0.9 3:12:1 0.7 3:1
1.8 2.7 1.4 2.1
5.5 4.5
CS= (Tw+Bw) *Height
2
CS 2.925 CS 1.925
Average Cross section 2.258333
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
1 119 B 11 2.26 24.84 Cum 104 2583.53
2 124 11.00 4.50 11.39 Cum 1007 11464.70
3 Ls 3000
17048.23
Add for contigency 3% 511.45Total 17559.68
Says Rs 18000
Name of workfeVh dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh
ijr es Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk
dadj chudj vyx djuk rFkk feVh dh njslh
djuk rFkk 'khi QwV jksyj ls feVh nckuk] 1-5 eh
mBku rFkk 50 eh nwjh dss fy,A (dkWEisD'ku dh nj
vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj
dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
TODA IWMP
feV`h dk cka/kLength in m = 6
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 0.9 3:12:1 0.6 3:1
1.8 2.7 1.2 1.8
5.5 4
CS= (Tw+Bw) *Height
2CS = 2.925 CS = 1.5
Average Cross Section = 1.975
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
1 119 B 6.00 1.98 11.85 Cum 104 1232.40
2 124 6.00 4.50 6.21 Cum 1007 6253.47
3 Ls 1900
9385.87
Add for contigency 3% 281.58Total 9667.45
Says Rs 10000
Name of work
feVh dk dk;Z cU/k es ( lw[kh ;k xhyh )] 15 lseh ijr es
Mkyuk] <sykssa dks rksMuk] ?kkl& ikr rFkk dadj chudj
vyx djuk rFkk feVh dh njslh djuk rFkk 'khi QwV jksyj
ls feVh nckuk] 1-5 eh mBku rFkk 50 eh nwjh dss fy,A
(dkWEisD'ku dh nj vfrfjDr )
Vegetation Work
15 ls 30 lseh eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh
fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
Horticulture ( Plantation ) Cost per plant
Pit size 0.9x0.9x0.9
Year No./Year
1 Diging of pit 1 cum. 0.73 113 82.49Apply of manure
(A) Compost Khad kg. 5.00 0.4 2.00(B) S.S.P. (16%) kg. 1.00 5 5.00(C) Endosulphan (4%) kg. 0.10 30 3.00
3 Mixing with soil & filling pit 1 cum. 0.37 45 16.434 Plant cost 1 No 1.00 25 25.00
5 Transportions of plants from nursery toplantation site ( Tentative) 1 No 1 10 10.00
6
Planting (includes local transportationof plants, submerging the polypots ininsecticide treated water, cutting andremoving the polythene bags, reffiling ofpit after removing stones and pressingthe soil around plant) 1 No. 1.00 5 5.00
7Making of crescent shaped thanvala,having 50 cm radius, around planted ornatural plants 3 3 3 No. 2.2 6.60
8
Watering of plants by camel cart /Tractor tanker (minimum 15 liters ofwater and and including cost oftransportation ) 3 12 No 36.00 2.2 79.20
9Weeding and Hoeing of plants inplantations (in 45 cm radius and 15 cmdepth) 3 2 No. 6.00 1.5 9.00
10 Sprey 5(A) Endosulphan (35 ec) 3 0.01 Ltr. 0.03 280 8.40(B) Sulpher 3 0.02 0.06 200 12.00
TOTAL 264.12Add for contigency 3% 7.92
Says 273.00Cost per Plant= 273.00
For 0 .4ha =110x273
Cost per Hactare= 0.75 Lacs
Note :-
Farmer will ensured for Watch and Ward by himselfRates may vary at the time of work execution as per norms of Agriculture ext. Dept.
Qty Rate Amount
2
30030
Farmer will be trained for Horticulture plantation in Training program conducted by PIA
Model estimate
S.No DiscriptionTotal
Unit
Horticulture ( Plantation ) Cost per plant
Pit size 0.9x0.9x0.9
Year No./Year
1 Diging of pit 1 cum. 0.73 113 82.49Apply of manure
(A) Compost Khad kg. 5.00 0.4 2.00(B) S.S.P. (16%) kg. 1.00 5 5.00(C) Endosulphan (4%) kg. 0.10 30 3.00
3 Mixing with soil & filling pit 1 cum. 0.37 45 16.434 Plant cost 1 No 1.00 25 25.00
5 Transportions of plants from nursery toplantation site ( Tentative) 1 No 1 10 10.00
6
Planting (includes local transportationof plants, submerging the polypots ininsecticide treated water, cutting andremoving the polythene bags, reffiling ofpit after removing stones and pressingthe soil around plant) 1 No. 1.00 5 5.00
7Making of crescent shaped thanvala,having 50 cm radius, around planted ornatural plants 3 3 3 No. 2.2 6.60
8
Watering of plants by camel cart /Tractor tanker (minimum 15 liters ofwater and and including cost oftransportation ) 3 12 No 36.00 2.2 79.20
9Weeding and Hoeing of plants inplantations (in 45 cm radius and 15 cmdepth) 3 2 No. 6.00 1.5 9.00
10 Sprey 5(A) Endosulphan (35 ec) 3 0.01 Ltr. 0.03 280 8.40(B) Sulpher 3 0.02 0.06 200 12.00
TOTAL 264.12Add for contigency 3% 7.92
Says 273.00Cost per Plant= 273.00
For 25 Plants = 25x273
Says = 0.07 Lacs
Note :-
Farmer will ensured for Watch and Ward by himselfRates may vary at the time of work execution as per norms of Agriculture ext. Dept.
Qty Rate Amount
2
6825
Farmer will be trained for Horticulture plantation in Training program conducted by PIA
Model estimate
S.No DiscriptionTotal
Unit
TODA IWMPBank Stablisation
Length 1m
Maximum cross section
1.0
USDS 1.5:1 1.5 1.5:1
2.25 2.25
5.5
CS (Tw+Bw) *Hight2
CS 4.88
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 1m 4.88 4.88 Cum 104 507.00
2 Dry stone pitching 23cm thick 124 1.00 2.00 0.46 Cum 1007 463.223 LS 52
1022.223% contengency 30.67
Total 1052.89Say 1053/=
Name of work
1
Earth work in filling in hard soil
up to 1.5 mt Height and
deposited excavated soil lead up
to 50m
Vegetation
dk;Z dk uke % ukyk cSad fLFkjhdj.k ¼iDdk o iRFkj fifpax½
izfr 10 ehVj yEckb ds fy;s
l- y- pkS- m Je dqy Je dqy
1 10.0 0.75 0.75 5.63 m3 113.00 113.00 636.19 636.19
1 10.00 0.75 0.15 1.13 m3 398.58 2350.00 450.40 2655.50
1 10.00 0.65 0.60 3.90
1 10.00 0.550 0.90 4.95
8.85 m3
551.90 1989.00 4884.32 17602.65
1 10.00 1.05 10.50 m2
53.56 126.00 562.38 1323.00
1 10.00 0.90 9.00 m2
53.00 65.20 477.00 586.80
1 10.0 0.45 4.50
4.50 m2
106.00 257.00 477.00 1156.50
2 3.0 1.50 0.230 2.07
2.07 m3
231.50 1007.00 479.21 2084.49
7966.49 26045.13
781.35
26826.48
IWMP-XII (TODA)
7 lw[ks iRFkjksa dh fifpax dk dk;Z 23 lseh iRFkj lsA
;ksx
tksM+s 3 % dfUVutsalh
dqy ;ksx
4 lhesaV IykLVj 1%4 elkys esa 20 fe-eh-A
5iRFkj ds dke ij jsT+M ,.M dV Vhi 1%3 vuqikr es lhesaV
ctjh elkys es e; rjkbZ dsA
6 50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV
2 ctjh 4 iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxV~Vh ds lkFk
feykdj Mkyuk] dwVuk] nckuk rFkk rjkbZ vkfn lesrA
1 uhao] [kkbZ] ijukyk esa l[r feêh 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 djuk
2 lhesUV daØhV uhao ;k Q'kZ esa 40 fe- eh- ukHkh; eki dh iRFkj
fxÍh@bZV fxÍh] lhesUV jsr elkyk esa 1 lhesUV % 4 jsr % 8
fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA
Jfed fefJrA
3 uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1 %6
elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA
dk;kZy; lgk;d vfHk;aUrk ihvkbZ, iapk;r lfefr] [k.Msyk ftyk &lhdj
-:foLr`r rdehuk:-
dz-l-
fooj.k
ek=k bZdkb
nj jkf'k
7966.49
18860.00
dqy nj izfr 10 jfuax ehVj 26830.00
nj izfr jfuax ehVj 0.268
dk;Z dk uke % ukyk cSad fLFkjhdj.k ¼iDdk o iRFkj fifpax½
iapk;r lfefr % uhedkFkkuk xzke iapk;r % ---------------------------------------
xzke % ------------------------------------------------------------------------ dk;Z dk LFkku % --------------------------------------
0.05 m thick DPC 1:2:4 Earth filling
Existing Bank
Nallah Section
0.90
1.700.65 Bed level
0.60
0.15
0.75
Øksl lsD'ku Qsloky
IWMP-XII
0.45
ykxr lkexzh en esa -------------
lgk;d vfHk;ark
iapk;r lfefr] [k.Msyk
ykxr Je en esa -------------
3.00 10.00
Dry stone Pitching
3.00
Nallah Bank
iapk;r lfefr [k.Msyk iapk;r lfefr] [k.Msyk
RR Stone Masonary at
Turn or scouring area
PLAN
dfu"B vfHk;ark lgk;d vfHk;ark
Silvi Pasture Development
Area 5 ha
Abstruct of Cost Item Details Cost
V ditches 246000Plantation 500000Fencing 175000
921000Says 921000 Lacs
Length Width Area
Plant to pant Spacing 5 5 25 Sqm No of plant 2000
Available Area 5 Ha Gap filling 20% 400
Total no of Plants 2400
Plantation Cost per plant
Year No./Year
1Diging of pit in Hard
soil
112
1 0.45 0.45 0.45 1 No 8.3 8.30 19920
2Mixing with soil &
filling pit
5
1 0.45 0.45 0.3 0.06 cum. 45 2.73 6561
3Cost of Plant
including 20%gap
filling
As per
forest
1 No. 5 5.00 120004 Planting tree 113(b) 1 No. 3.7 3.70 88805 Making thavla 117(b) 3 2 6 No. 2.2 39.60 792006 Hoeing & weeding 116 3 2 6 No. 1.5 9.00 18000
7Insectiside treatment Market
rate3
3 5 ml 0 Ltr 300 13.50 270008 Watering 115 3 6 18 no 2.2 39.60 79200
9 Watch & ward Minimum
weges3
12 36 Month 4316 77.69 155376
10
Proction of plant from
frost using pulla or
other locally available
material
As per
forest 2
1 2 no 4.8 9.60 19200Water require
per wateri
ngWaterring per year
No of plant
Water requireme
nt
11Supply of water tanker
3 156 1 270 per4000lt 350 23.63 47250
12grass seed sowing by
Tractor
As per
forest 4 Ha 2532.5 10130
13Cost of Seed
5x4=20kg
Ls
20 120 2400TOTAL 232 485117
Cost per plant 125.00 Contengency 3% 14554Grand total 499671
Says 500000Problem & solution:- NEEL GAY ( Roz) can destroy plantation work any time. So Watch and ward require on agreement
Note :- We have Chokidar for this Area in this estimate. We supplying water by Tanker .Estimate include gap filling 20 %
Unit Rate Amount Amount for 5 ha.
Model estimate
S.No Discription Item noTotal
Length Width Hight Qty
Fencing post
S.No Discription Item no. No Quantity Unit Rate Amount1 Cement concrete(1:2:4) post
(15+25)/2x30=0.0127cum123 350 4.445 cum 3300 14668.5
2 Loading & unloading of blocks Forest BSR item 350 350.00 No 1.35 472.503 Digging of pits including local
transportation size.3x.3x.35Forest BSR item 350 550.00 No 8.15 4482.50
4 Supplying of angle iron 2m length 30mmx30mmx5mm size
79 350 1540.00 kg 72.3 111342.00
5 Supply of barberbed wire fencing 14 gauge 550x6=3300m,3300x0.1=330kg
6 330 Kg 60 19800.00
6 Tidening of barberded wire Forest BSR item 6 6300 mtr 1.3 8190.007 Interlocking of barbedwire with locally
available bussy materialForest BSR item 1 1050.00 No 9.2 9660.00
8 Planting of forest seed of tree species along the fancing at spacing of 30cm
Forest BSR item 1 1050 No 0.4 420.00
9 Cost of seed Ls 8 kg 120 960.00Total 169995.50Add 3% contengency 5099.87
175095.37Say 175000
Model estimate
Estimate for V.Ditch
Area Length Width Interval No of row LengthHa mtr mtr mtr mtr5 400 125 5 80 10000
25 Kg5 mtr
15 Cm
1.2
0.3
Sr. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount
1 txay dh lQkbZ] lk/kkj.k ouLifr rFkk
>kfM+;ksa dks dkVus lfgrA
87 10000 1.5 15000 Sqm 1.7 25500
2 uhao Vsªapsp es feêh dh [kqnkbZ dk dk;Z]
[kqnh gqbZ feêh dk fuLrkj.k rFkk lery
djukA
120(b) 0.5 10000 1.20 0.3 1800.00 Cum 113 203400.0
3 cht cqokbZ cuk;s x;s fjt ijA 114 10000 Rm 0.73 7300.0
4 Cost of seed LS 25 Kg 120 3000.0239200.0
Add 3% contengecy 7176.0Total 246376.0Says 246000Per KM ditch cost = 246.00
Dhaman require =5 kg/haSpacingSpacing of grass seed
Sheet3
Agency : Sub committee (Watershed ) 50 Ft
Estimated Cost : 1.32 Lacs Inlet width = 15 Ft
Scheme : IWMP -12 / 11-12 Height 5 ft
S.No. Item No L (Ft) B (Ft) H (Ft) Qty(sqft) Rate Amount
2 50.00 2.50 2.50 625.00
2 15.00 2.00 2.00 120.00
2 10.00 2.00 2.00 80.00
buysV jkLrs dh feVh [kqnkbZ 1 50.00 15.00 2 1500.00
Total 2325.00Cum 65.86 113.00 7442.63
2 50.00 2.50 0.50 125.002 15.00 2.00 0.50 30.002 10.00 2.00 0.50 20.00
iRFkj dh fxêh ds lkFk 175.00Cum 4.96 2141.00 10614.02
2 50.00 1.63 4.75 771.882 15.00 1.50 2.00 90.002 10.00 1.25 1.50 37.50
Total 899.38Cum 25.48 1890.00 48153.51
1 50 15 750.00
Total 750.00
sqm 69.70 372.00 25929.37lhesaV IykLVj nhokj ij 1%6 vuqikr es
lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk
rjkbZ lesrA 2 50.00 4.75 475.00Total 475.00sqm 44.14 110.00 4855.95
OFFICE OF THE A.EN & PIA PANCHAYAT SAMITI, KHANDELAMODEL - ESTIMATE
Name of Work : tksgM@ rkykc ds okVj buysV lajpuk fuek.kZ
For water inlet slope length =
Details of work & Abstract of Cost
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 l[r] fpduh] dadj feêh esa
2 lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh;
eki dh iRFkj fxÍh@bZV fxÍh] lhesUV & jsr
elkyk esa 1 lhesUV % 5 jsr %10 fxÍh vuqikr eas
feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA
3 uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk
lhesaV&ctjh 1 % 3] 1 % 6 ;k 1 % 8 elkys es]
e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA
5 osj)k iRFkj dk 23 ls-eh- ÅapkbZ es [kMatk
yxkuk rFkk feêh ls Hkjuk rFkk [kaMts dk gksnk
es ls fudyh vfrfjDr feêh dk 50 eh- rd
fuLrkj.k djukA lhesaV ctjh 1%6 esa
6
Page 1
Sheet3
2 50.00 1.25 125.00
2 15.00 1.50 45.00
2 10.00 1.25 25.00
Total 195.00
sqm 18.12 257.00 4657.53
1 50 15 750.00
sqm 69.70 383.00 26696.10 Total 128349.10
10 tksMs dfUVtsUlh o QksVks]cksMZ vkfn 3 izfr'kr 3850.47Total Rs 132199.58
Add for above T.P in G.P 0 % 0.00Total Rs 132199.58Say Rs 132000.00
Labour RsMaterial Rs
Total
iapk;r lfefr [k.Msyk
85000132000
dfu"B vfHk;Urk
7 50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k
ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZaV dh
12 - eh- ukHkh; fxVVh ds lkFk feykdj Mkyuk]
dwVuk] nckuk rFkk rjkbZ vkfn lesr A dkWfiax
dk;Z
8 75 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k
ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZaV dh
12 - eh- ukHkh; fxVVh ds lkFk feykdj Mkyuk]
dwVuk] nckuk rFkk rjkbZ vkfn lesr A Q'kZ dk
dk;Z
47000
Page 2
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
foLr`r 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 %-[k.Msyk
Ikfj;kstuk izca/kd
ftyk lSy o MkVk lSaVj
ftyk lhdj
