ikfj;kstuk dk uke %tks/kiqj&69¼meesnuxj½ ikfj;kstuk dk...

Ikfj;kstuk dk uke %tks/kiqj&69¼mEesnuxj½

Ikfj;kstuk dk izHkkoh {ks=Qy %6500 gS-

Ykkxr izfr gSDVs;j %15000@

Ikfj;kstuk dh ykxr¼yk[k :Ik;s esa½ % 975

dUotsZal dh ykxr¼yk[k :Ik;s esa½ % 180-31

Iakpk;r lfefr %ckoMh

ftyk %tks/kiqj

ih0vkbZ0,0 % lgk;d vfHk;Urk vf/k'kkf"k vfHk;ark

tyxzg.k fodkl ,oa Hkw laj{k.k ty xzg.k fodkl ,oa Hkw

iapk;r lfefr %ckoMh laj{k.k] tks/kiqj &f}fr;

Ikfj;kstuk izca/kd

ftyk lSy o MkVk

lSaVj ftyk tks/kiqj

dk;kZy; lgk;d vfHk;ark tyxzg.k fodkl ,oa Hkwlaj{k.k ckoMh vkbZMCY;w,eih vUrxZr ifj;kstuk dh Mhihvkj gsrq pSd fyLV

ifj;kstuk dk uke tks/kiqj&69 iapk;r lfefr ckoMh ftyk tks/kiqj Øla fooj.k fVIi.kh i`"B la[;k

1- Mh-ih-vkj esa foojf.kdk yxkbZ gS gka 5&6

Mh-ih-vkj esa eq[; :i ls fuEukuqlkj 8 v/;k; gS gka

2- 1 ifj;kstuk dh lkekU; tkudkjh gka 7&15

3 2- ifj;kstuk ds cslykbZu vkadMs fo’ys".k ,oa y{; gka 16&28

4- 3- izLrkfor fodkl ;kstuk gka 44&48

5- 4- xfrfof/kokj dqy ykxr lkjka’k gka 49&50

6- 5- okf"kZd dk;Z ;kstuk] ifj;kstuk ykxr o duotsal Iyku

gka 51&55

7- 6- ifj;kstuk ds ifj.kke gka 56&58

8- 7- izLrkfor xfrfof/k;ks ds rduhdh fMtkbZu i ykxr vuqeku

gka 59&219

9- 8- layXud fuEukuqlkj gS gka

10 1- xfrfof/k@dk;Z ds ykxr vuqeku layXu gS gka 59&219

11 2- uD’ks&fuEukuqlkj gS%& gka

¼1½ jktLo uD’kk@cSl eSi gka 221

¼2½ ifj;kstuk dk jktLo uD’kk a gka 221

¼3½ yS.M ;wt yS.M doj eSi gka 223

¼4½ daVwj eSi gka 224

¼5½ Mh ,y Vh o orZeku esa tyxzg.k <kapks dk uD’kk gka 224

12 3-xzke lHkk dh desVh xBu dh Lohd`fr ds izLRkko dh izfr

Gka 225&227

13 4-xzke lHkk dk tyxzg.k lfefr ds vuqeksnu ds dk;Zokgh fooj.k dh izfr

gka 225&227

14 5- xzke lHkk dk izos’k fcanq dk;Z ;kstuk ds vuqeksnu ds dk;Zokgh fooj.k dh izfr

gka 225&227

15- 6- xzkeh.k lgHkkfxrk vH;kl ls lacaf/kr nLrkost layXu gS

gka 2&3

16 Mhihvkj VSEiysV es fn;s x;s leLr izi= vko’;d :i ls Mh0ih0vkj dk fgLlk gS

gka

17 ifj;kstuk ds Lohd`r {kS=Qy ,oa ykxr es varj gS D;k fooj.k layXu fd;k x;k gS

ugh

v- iz'kk-,oa foRrh; Loh-vuqlkj ifj-dk {kS=Qy ¼gSDVj esa½ Mhihvkj ds vuqlkj ifj-dk {kS=Qy ¼gSDVj esa½

6500 gS- -

c iz'kk-,oa foRrh; Loh-vuqlkj ifj-dh jkf’k ¼yk[k : esa½ Mh-ih-vkj ds vuqlkj ifj-dh jkf’k ¼yk[k :i;s esa½

975

l ifj-vUrZxr ekbZdks xzke iapk;r xkao ds uke iz'kk-,oa foRrh; Loh-vuqlkj ekbZØks de la[;k@xkaoks ds uke e; xzke iapk;r

Mh-ih-vkj ds vuqlkj ekbZØks dh de la[;k@xkaoks ds uke e; xzke iapk;r

1- mEesnuxj] xzke iapk;r mEesnuxj

mEesnuxj] lar d`ikjkeuxj¼;g xzke mEesnuxj ls gh l`ftr gqvk gSA½ xzke iapk;r mEesnuxj

2- Hkokn]fouk;diqjk] mtfy;k][kkjh [kqnZ xzke iapk;r Hkokn

Hkokn]fouk;diqjk] mtfy;k][kkjh [kqnZ xzke iapk;r Hkokn

18 pkjkxkg gsrq izLrkfor {kS=Qy miyC/k pkjkxkg ds {kS=Qy dk 25 izfr’kr gS

gka

19 izi=ks esa ladfyr vkadMks ds L=ksr fy[ks x;s gS gka

20 duotsZl Iyku layXu gS gka 54&55

21 thohdksiktZu xfrfof/k;ksa dk Iyku bZdtkbZ o xzke iapk;r okj layXu gS

gka

22 okVj ctsfVax dh xbZ gS ¼dyLVj gS½ gka 27&28

23 izLrkfor fodkl ;kstuk esa izLrkfor xfrfof/k;ks dks uD’ks ij vafdr fd;k x;k gS

gka 222

24 bZ-ih-, xfrfof/k;ks dk iw.kZ fooj.k e; QksVksxzkQl izfrosnu esa yxk;k gS

gka 2&3

25- Mh-ih-vkj ds izR;sd i`"B ij i`"B la[;k vafdr dj nh xbZ gS ,oa fooj.k ls esy [kkrh gS

gka

26 ifj;kstuk esa izLrkfor izR;sd xfrfof/k ds rdehuk ,oa fMtk;u ij ih-vkbZ-, ds gLrk{k gS

gka

lgk;d vfHk;ark vf/k’kk"kh vfHk;ark ifj;kstuk izca/kd iapk;r lfefr t-xz-fo- Hkw-laj{k.k okVj’kSM lSy de MkVk lsaVj ckoMh tks/kiqj&f}rh; tks/kiqj

1

izek.k i=

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

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

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

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

dj fy;k x;k gSA tyxzg.k ifj;kstuk tks/kiqj&69 iapk;r lfefr ckoMh ftyk tks/koqj dk Iyku ,oa

foLrr ifj;kstuk izfrosnu rduhdh :i ls lgh] mfpr ,oa mi;ksxh gS ,oa bldk fdz;kUo;u o"kZ

2012&13 ls 2017&18 dh vof/k esa fd;k tkosxkA o"kZ 2012&13 esa Lohd`r vkbZ0MCY;w0,e0ih0

tks/kiqj&69 ia-l ckoMh ftyk tks/kiqj ifj;kstuk dk Iyku ,oa Mh0ih0vkj rduhdh :i ls Bksl]

mi;qDRk gSA

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

v/;{k v/;{k

tyxzg.k

lfefr

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

vfHk;Urk

ih0vkbZ0,0

Lkgk;d vfHk;Urk

Ikfj;kstuk izca/kd

MCY;w-lh-Mh-lh-

ftyk tks/kiqj

1

2

3

4

2

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

¼tyxzg.k fodkl ,oa Hkw laj{k.k½

&izos’k fcUnq dk;Z dh QksVksxzkQ]tyxzg.k dk;Z o ih-vkj-, dh QksVksxzkQ&

xzke iapk;r Hkokn es ih-vkj-,-

3

Izkos” fcanq xfrfof/k dk;Z

Transit walk during PRA in G.P Ummed Nagar

Ikfj;kstuk dk uke %tks/kiqj&69¼mEesnuxj½ Ikfj;kstuk dk izHkkoh {ks=Qy %6500 gS-

Ykkxr izfr gSDVs;j %15000@ Ikfj;kstuk dh ykxr¼yk[k :Ik;s esa½ % 975

dUotsZal dh ykxr¼yk[k :Ik;s esa½ % 180-31 Iakpk;r lfefr %ckoMh

ftyk %tks/kiqj

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

Ikfj;kstuk izca/kd ftyk lSy o MkVk lSaVj ftyk tks/kiqj

4

Ikfj;kstuk dk foLrr fooj.k

1- Ikfj;kstuk dk uke %tks/kiqj&69 ¼mEesnuxj½

2- Ikfj;kstuk dh Lohd`fr la[;k ,oa fnukad %4699&5073@21-03-2013

3- eSdzks ,oa ekbdzks la[;k %31@1]2 32@1&6 o33@1&2

4- ifj;kstuk {ks= dh Lohd`fr ,oa izLrkfor {ks= esa vUrj % ugh

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

vuqlkj

Ikfj;kstuk dk {ks=Qy

¼gSDVs;j½

6500 6500

Ikfj;kstuk dh ykxr¼yk[k

:Ik;s esa½

975 975

eSdzks ,oa ekbdzks la[;k

31@1]2 32@1&6 o33@1&2 31@1]2 32@1&6 o33@1&2

xzke iapk;rksa ds uke

mEesnuxj Hkokn mEesnuxj Hkokn

xkaoksa ds uke

mEesnuxj] Hkokn] fouk;diqjk] mtfy;k] [kkjh

[kqnZ

mEesnuxj] lar d`ikjkeuxj Hkokn]

fouk;diqjk] mtfy;k] [kkjh [kqnZ

5

DPR TEMPLATE

Index

S.No Topics Page no.

1 Chapter 7-16

• Location • General Features of watershed (Cost and Area details) • Climatic and Hydrological information • Other Development Schemes in the project area • Details of infrastructure in the project areas • Institutional arrangements (WCDC,PIA,WDT,WC) • Base line Survey Format for IWMP MIS Website

2 Chapter Basic Data ,Analysis and Scope 17-28

2.1 Demography Details 2.2 Development Indicators 2.3 Land use 2.4 Agriculture status and Productivity Gap Analysis 2.5 Horticulture/Vegetable/Floriculture status 2.6 Land holding pattern 2.7 Livestock status With Per Capita Production 2.8 Fodder status 2.9 Farm Implements 2.10 NREGS Status 2.11 Migration details 2.12 Livelihood Details. 2.13 Existing SHG 2.14 Ground Water details 2.15 Drinking Water Status 2.16 Water use efficiency 2.17 Slope details 2.18 Water Budgeting 2.19 Soil Details 2.20 Soil erosion status

3 Chapter Proposed Development Plan 44-48

4 Chapter Activity wise Total Abstract of cost 49-50

5 Chapter Annual Action Plan 51-55

5.1 Project fund 5.2 Convergence Plan

6 Chapter Project outcomes 56-58

7 Technical designs and estimates for proposed activities 59-219

8 Enclosures 220-227

8 .1 Maps a. Location –District, block, village, watershed location map b. Map of Project with Watershed Boundary demarcation in cadastral map c. Land Use Land Cover map

6

d. Existing water bodies, DLT e. PRA Map (along with photos & paper drawing) f. GIS based intervention map g. Treatment map ie proposed works on revenue map

8.2 Documents of Agreements:

• Proceedings of gram sabha for EPA approval

• Proceedings of gram sabha Resolution for committee constitution

• Documents related to PRA exercise

7

• v/;k;&1

ifj;kstuk {ks= dk ifjp; %

ifj;kstuk dk LFkku %

Tkyxzg.k ifj;kstuk vkbZ0MCY;w0,e0ih0 tks/kiqj&69 ¼o"kZ 2012&13½ mEesnuxj iapk;r lfefr ckoMh]

tks/kiqj ftyk esa fLFkr gSA ifj;kstuk {ks= 26°35´0"v{kka’k ,oa 73°1´0"ns’kkarj ds chp vkrk gS]

ifj;kstuk {ks= iapk;r lfefr eq[;ky; ls 25 fdyksehVj nwjh ij ,oa ftyk eq[;ky; ls 35

fdyksehVj dh nwjh ij fLFkr gSA ifj;kstuk {ks= esa 13747-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

Tks/kiqj&69

[k Tkyxzg.k ifj;kstuk dk LFkkuh; uke mEesnuxj

x dSpeSUV dk uke ¼fjoj csflu vuqlkj½

?k Ikfj;kstuk dk izdkj MStVZ ;k vU;

.k Ikfj;kstuk {ks= esa vkus okys eSdzks ,oa ekbZdzks ds uke 31@1&2]32@1&6]33@1&2

p Ikfj;kstuk dk dqy {ks=Qy 9045

N Ikfj;kstuk dk izHkkoh {ks=Qy 6500

t Ikfj;kstuk dh ykxr ¼yk[k :Ik;s esa½ 975

> Ykkxr izfr gSDVs;j ¼:Ik;s esa ½ 15000

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

V Ikfj;kstuk {ks= esa vkus okys xkaoksa dh la[;k 6

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

M- Ikfj;kstuk {ks= dh <ky dh jsat ¼izfr’kr esa½ 1&15%

8

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

eSdzks @

ekbZdzks ds

uke

xzke iapk;rksa ds

uke

lfEefyr xkaoksa ds uke Xkkaoksa ds lSUll dksM {ks=+Qy

1 1 mEesnuxj 0815000201945000 2000

mEesnuxj 2 lar d`ikjkeuxj 500

3

2 1Hkokn 0815000201945100 1300

Hkokn 2 fouk;diqjk 0815000201945200 900

3 mtfy;k 0815000201944900 900

4 [kjh [kqnZ 0815000201945300 900

Tkyxzg.k {ks= ,xzksDykbZesfVd tksu IA- vUrxZr vkrk gSA Hkwfe dk izdkj ¼VSDlpj½ dBksj o ckyq-gSA ifj;kstuk {ks= dh vkSlr o"kkZ 25 lsUVhehVj gSA ifj;kstuk {ks= dk rkieku xzh"e _rq esa 26 ls0xzs0 ls 47ls0xzs0 ds chp ,oa ’khr _rq esa 9ls0xzs0 ls 26-5ls0xzs0 ds chp jgrk gSA ifj;kstuk {ks= esa eq[;r%cktjk ewWax eksB o xsgwWa Qlyksa dks fy;k tkrk gS] ifj;kstuk {ks= esa 42-96 izfr’kr Hkwfe T;ksr {ks= vUrxZr] izfr’kr 15-27 Hkwfe LFkkbZ o vLFkkbZ iM+r {ks= ,oa 22-28 izfr’kr Hkwfe catj Hkwfe vUrxZr vkrh gS] ftlesa ls 7-55 izfr’kr Hkwfe esa flapkbZ dh tkrh gSA

ifj;kstuk {ks= esa 243 ifjokj xjhch js[kk ls uhps ¼9-98izfr’kr ifjokj½] 110Hkwfeghu ifjokj ¼4-5izfr’kr½] 2209 y?kq ,oa lhekar ifjokj ¼90-72izfr’kr ifjokj½ gSaA vkSlr Hkwfe izfr ifjokj 2-16 gSDVs;j gS] 35-41izfr’kr Hkwfe ,dy Qly {ks= vUrxZr ,oa 7-55 izfr’kr Hkwfe esa nks Qly {ks= vUrxZr vkrk gSA flapkbZ dk eq[; L=ksr xgjs V~;wc osy gSA{ks= esa 10 o"kZ dh vkSlr o"kkZ 290 feyhehVj gSAifj;kstuk {ks= es LFkkuh; ukys gS] ifj;kstuk {ks= esa eq[;r%nhikoyh] gksyh] j{kk ca/ku mRlo euk;s tkrs gSaA ifj;kstuk {ks= dh orZeku esa 13747 tula[;k gS ,oa eq[; :Ik ls tkV] fo’uksbZ]jktiwr] egktu]czkge.k tkfr;ka fuokl djrh gSaA Tkyok;q ,oa gkbZMªksyksftdy laca/kh lwpuk,sa % 1-vkSlr o"kkZ

1 vkSlr o"kkZ ¼feyhehVj esa ½

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

1

2004 192

9

2

2005 260

3

2006 209.5

4

2007 200

5

2008 270

6

2009 138

7

2010 435

8

2011 502

9

2012 387

10

2013 310

2- rkieku

ekSle vkSlr rkieku ¼fMxzh lsUVhxzsV½

v- xzh"e _rq 44.1 26.00

c- 'kjn _rq 26.4 9

l- o"kkZ _rq 35.5 20.5

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 jkT; for vk;skx Xkzk-fo- i-jk-

ihus ds ikuh o ewyHkwr vko’;drk,sa

lHkh ihus ds ikuh o ewyHkwr vko’;drk,sa

2 Rskgjoka for vk;skx

Xkzk-fo- i-jk-

ihus ds ikuh o ewyHkwr vko’;drk,sa

lHkh ihus ds ikuh o ewyHkwr vko’;drk,sa

3 bfnajk vkokl ;kstuk

Xkzk-fo- i-jk- vkokl Chih,y

vkokl fuekZ.k

4 eq-e=h vkokl Xkzk-fo- i-jk- vkokl Chih,y

vkokl fuekZ.k

5 e-xkWaf/k ujsxk Xkzk-fo- ewyHkwr lHkh ewyHkwr

10

i-jk- vko’;drk,sa vko’;drk,sa

6 Lkaln fodkl dks"k Xkzk-fo- i-jk-

ewyHkwr vko’;drk,sa lHkh

ewyHkwr vko’;drk,sa

7 fo/kk;d fodkl dks"k

Xkzk-fo- i-jk-

ewyHkwr vko’;drk,sa lHkh

ewyHkwr vko’;drk,sa

Ikfj;kstuk {ks= esa laLFkkxr <kaps dh fLFkfr %

Parameters Status

(i) eq[; lM+d ls tksM+s x;s xkaoksa dh la[;k 3

(ii) fctyh dh miyC/krk okys xkaoksa dh la[;k 6

(iii) ifjokjksa dh la[;k ftUgs ihus dk ikuh miyC/k ugha gS

(iv) f'k{k.k laLFkkvksa dh la[;k izk0 6

ek0 2

m0ek0 0

O;olk0 0

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

(v) xkoksa dh la[;k ftuesa izkFkfed LokLF; dsUnz gS 0

(vi) xkoksa dh la[;k ftuesa Ik’kq fpfdRlky; gS 0

(vii) xkoksa dh la[;k ftuesa iksLV vkWfQl gS 2

(viii) xkoksa dh la[;k ftuesa cSad gS 2

(ix) xkoksa dh la[;k ftuesa e.Mh@cktkj dh lqfo/kk gS 0

(x) xkoksa dh la[;k ftuesa d`f"k m|ksx gS 0

(xi) nqX/k dh vfrfjDr ek=k 0

(xii) nqX/k ladyu dsUnzksa dh la[;k la 0

lks 0

fu0l0 0

v0 0

¼la?k@lkslk;Vh@futh laLFkk@vU;½

(xiii) xkoksa dh la[;k ftuesa vkaxuckM+h dsUnz gS 6

(xiv) xkoksa dh la[;k ftuesa vU; lqfo/kk,a gSa 0

(xv) lehi fLFkr d`f"k foKku dsUnz e.Mksj (xvi) dkWikjsfVo laLFkk GSS (xvii) xSj ljdkjh laxBu 0 (xviii) Lkk[k laLFkk,sa

v- cSad ICICI Uco Bank

c- lgdkjh lkslk;Vh GSS

(xix) ,xzks lfoZl dsUnz 0

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 %

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

MkVk lSUVj] dk uke

jkefuokl ek:dk vf/k{k.k vfHk;ark

2- nwjHkk"k ¼yS.MykbZu½ ua0 ,oa esy ,Mªsl 02912544171 [email protected]

11

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

Tkyxzg.k fodkl ny lnL; dk fooj.k

lfgr irk PM WCDC near RTO Office Jodhpur

3- nwjHkk"k ¼ekckbZy½ ua0 9001412242

4- QSDl uEcj

5- bZ&esy ,Mªsl [email protected]

1- ih0vkbZ0,0 dk uke Tkxnh’k

2- Iknuke Assit. Engg.

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

lfgr irk

[email protected]

Panchayat Samiti Baori

4- nwjHkk"k ¼ekckbZy½ ua0 09414875132

5- QSDl uEcj

6- bZ&esy ,Mªsl [email protected]

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 Laknhi canoky iq:"k 33 Civil dep. 2 year _ Engg.

2 f’konku flag iq:"k 30 B.Sc. (Ag.) 7 year IGPRS Agril.

3 fcanq pkS/kjh L=h 30 B.A. Soci. 2 year _ Social

4 lqjtkjke iq:"k 25 Dip. In Vet. 1 year _ Animal

husbandry

12

Mi lfefr Tkyxzg.k desVh Hkokn 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. milfefr

tyxzg.k Hkokn

16.08.2014

v/;{k Jh ghjk yky cNkor/Jh pqUuh yky iq:"k vU;

;wth nloha

2. lfpo

Jh dkukjke pkS/kjh /Jh jkor jke cnzh jke /ewyk jke Hkhy iq:"k vkschlh

;wth

ckgjoha 3 lnL; Jh gjh jke@fd’kukjke

pkS/kjh iq:"k vkschlh ,l,pth

vkBoha 4 lnL; Jh cnzhjke@ewykjke Hkhy iq:"k ,lVh ;wth Ikapoh 5 lnL; Jh ghjke@uSukjke pkS/kjh iq:"k vkschlh ;wth nloha 6 lnL; Jherh rqylh@lrwjke L«kh vkschlh ;wth fuj{kj 7 lnL; Jherh lksguh@lksgujke

es?koky L«kh ,llh ,l,pth

fuj{kj 8 lnL; Jh lnkghu [kWk@lQh [kkW iq:"k vkschlh ;wth Lkk{kj 9 lnL; Jh yknw flag@eksgu flag iq:"k vU; ,l,pth vkBoha 10 lnL; mEesn flag@ekye flag iq:"k vU; ;wth ch, 11 lnL; Lkksgu jke@lkaor jke

fo’uksbZ iq:"k vkschlh ;wth

vkBoh 12 lnL; Jh nhikjke@gehj jke

fo’uksbZ iq:"k vkschlh ;wth

Lkk{kj

Tkyxzg.k desVh Hkokn dk fooj.k

dz-l desVh dk uke


fnukad


L=h@iq

:"k



dk uke

'kS{kf.kd ;ksX;rk

13

13

lnL;

Jh j.kohj@txjke dkok fo’uksbZ iq:"k vkschlh

,l,pth ch,

14 lnL; Jh Hkxoku@rqyNk jke iq:"k vkschlh ;wth Lkk{kj 15 lnL; Jherh jeyh@ekaxhyky

fo’ukb L«kh vU; ;wth

Lkk{kj 16 lnL; Jherh jkeh@ekyk jke L«kh vU; ,l,pth Lkk{kj 17 lnL; Jh ?ksoj jke@mnkjke

es?koky iq:"k ,llh ;wth

nloha 18 lnL; Jh jes’k@nsokjke uk;d iq:"k ,lVh ;wth nloha 19 lnL; Jherh Hkaojh nsoh@eksgu

nsoklh L«kh vkschlh ,l,pth

Lkk{kj 20 lnL; Jh fnyhi flag@Hkokuh flag iq:"k vU; ;wth Ckh, 21 lnL; Jh gjh flag@tsBq flag iq:"k vU; ,l,pth Lkk{kj 22 lnL; Jherh fejxk nsoh@psuk jke

fo’uksbZ L«kh vkschlh ,l,pth

Lkk{kj 23 lnL; Jh HkkxhjFk@yqEckjke fo’uksbZ iq:"k vkschlh ;wth Lkk{kj 24 lnL; Jh yky pUn Äsojjke nthZ iq:"k vkschlh ;wth nloha 25 lnL; Jherh /kkih nsoh@exuk jke L«kh vkschlh ,l,pth Lkk{kj 26 foHkxh;

lnL;

Jh txnh’k iq:"k

foHkkxh;

Lukrdksrj

Tkyxzg.k desVh mEesnuxj dk fooj.k

Dz-l- desVh dk uke


fnukad


L=h@iq

:"k



dk uke

'kS{kf.kd ;ksX;rk

14

1. milfefr

tyxzg.k

mEesnuxj

15.08.2014 ,oa

15.09.2014

v/;{k jkekfd’ku @pkSFkjke fo’uksbZ iq:"k vkschlh

;wth vkBoah

2. lfpo

Jh lsBkjke /Jh yknwjke es?koky iq:"k ,llh

,l,pth nloha

3 lnL; Jh [email protected] HkkVh iq:"k vU;

;wth iakpoh

4 lnL; pqfUuyky xsgyksr iq:"k vkschlh ,l,pth Lkk{kj 5 lnL; dqEHkkjke nsoklh iq:"k vkschlh ,l,pth fuj{kj 6 lnL; Mawxjjke nsoklh iq:"k vkschlh ;wth Lkk{kj 7 lnL; Jherh

jrudaoj@vkseizdk’k czkã.k L«kh vU;

;wth

fuj{kj 8 lnL; Jherh panzdkark @psukjke

jko L«kh vkschlh ,l,pth

Lkk{kj 9 lnL; Jherh goknsoh @Fkkukjke

tkV L«kh vU; ;wth

fuj{kj 10 lnL; Jherh eatqnsoh @ L«kh vU; ,l,pth Lkk{kj 11 lnL; lEirjke Hkhy@dslqjke

Hkhy iq:"k ,lVh ;wth

fuj{kj 12 lnL; Jherh uksth@Paknzkjke

es?koky L=h ,llh ,l,pth

fuj{kj 13 lnL; jk/ks’;ke @eqYrkuey

yM~Mk iq:"k vU; ;wth

Lkk{kj 14 lnL; Ekaxykjke @toarkjke

iztkir iq:"k vkschlh ;wth

Lkk{kj 15 lnL; jk.kkjke ekyh@ iq:"k vkschlh ,l,pth Lkk{kj 16 lnL; Cqk/kkukFk @ihjukFk iq:"k ,l,pth Lkk{kj 17 lnL; Iszkekjke @Nksxkjke fo’uksbZ iq:"k vkschlh ;wth Lkk{kj 18 lnL; Ckykjke @toarkjke

fo’uksbZ iq:"k vkschlh ,l,pth

Lkk{kj 19 foHkfx; lnL; Tkxnh’k iq:"k vkschlh Lukrdksrj

15

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 mRikdrk esa esa o`f) dj fd;k tk ldrk gSA ifj;kstuk {ks= esa 2016 gSDVs;j {ks=Qy catj

Hkwfe ,oa 1381 gSDVs;j {ks=Qy iM+r Hkwfe vUrxZr vUrxZr vkrk gS] bUgsa tksr {ks= esa ifjofrZr fd;k tk ldrk gSA

ek= 683 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 df"k dh csgrj vH;klksa dk mi;ksx dj] csgrj mRiknu ds cht

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

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

ij T;knk vkfJr jguk lqjf{kr ugha gS vr% 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 4784 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 795 O;fDr {ks= ls iyk;u djrs gSa ftldks

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

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

16

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

ifj;kstuk dk uke %tks/kiqj 69 ifj;kstuk dk dqy HkkSxksfyd% {ks=Qy 9045gS- mipkj ;ksX; {ks=Qy % 6500gS-

catj Hkwfe ¼yk[k gS0 esa½ 0-01381 Ckkjkuh vk/kkfjr d`f"k Hkfe ¼yk[k gS0 esa½

0-03203

dqy Qlyh; {ks=Qy¼yk[k gS0 esa½

0-03886 okLrfod cks;k x;k {ks=Qy ¼yk[k gS0 esa½

0-03203

dqy tylaxzg.k <kpksa dh la[;k 34 ty fudkyus okyh dqy bZdkb;ksa dh la[;k

165

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

20600

oxZokj Ikfjokjksa dh la[;k i

vuq tkfr 395 vuq tutkfr 90

vU; 2350 Hkwfeghu ifjokjksa dh la[;k 110

Ikfj;kstuk {ks= dh dqy tula[;k

13747 lhekar d"kd ds ifjokjksa dh la[;k

1535

Ckh0ih0,y0 ifjokjksa dh dqy la[;k

143

Ikyk;u ds dqy fnuksa dh la[;k 155

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 eh-

160 158 160

Ikyk;u ds dqy fnuksa dh la[;k

185 125 155

17

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

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

dqy tula[;k Xkao

L=h iq:"k Dqy vuq0tkfr0 vuq0tkfr0 mEesnuxj 1519 1574 3093 387 112 larÑikjke

uxj 586 631 1217 230 51 Hkokn 1838 1918 3756 815 47

fouk;diqjk 999 1059 2058 13 0 mtfy;k 883 919 1802 406 446 [kkjh [kqnZ 893 928 1821 114 61

Dqy 6718 7029 13747 1965 717

ifjokjksa dk fooj.k Xkao ch0ih0,y0

ifjokj Hkwfeghu Yk?kq d`"kd lhekUr

d`"kd dqy ifjokj

vuq0tkfr0 ds ifjokj

vuq0tkfr0 ds ifjokj

mEesnuxj 70 30 143 286 489 50 15 larÑikjke

uxj 25 10 84 96 200 20 5 Hkokn 63 26 143 436 636 122 10

fouk;diqjk 26 14 86 271 385 78 0 mtfy;k 25 18 124 265 418 84 42 [kkjh [kqnZ 34 12 94 181 307 41 18

Dqy 243 110 674 1535 2435 395 90

Lkkfj.kh &2-2 fodkl ds ladsrd

dz-la-

fodkl ds ladsrd

jkT; esa ifj;kstuk {ks= esa

1 izfr O;fDr vk; ¼:i;s esa½ 35000 2 xjhch dk vuqikr 0- 24 3 f’k{kk dk izfr’kr 42 4 fyax vuqikr 908@1000 5 f'k’kq eR;q nj 62@1000 6 ekr eR;q nj 4@1000

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

lkfj.kh&2-3 Hkwfe mi;ksx

gS-

18

1- d`f"k Hkwfe 5267 v- vLFkkbZ iM+r 780 c- LFkkbZ iM+r 601 l- ckjkuh tksr {ks= 3203 n- flafpr tksr {ks= 683 ;- okLrfod cks;k x;k {ks= 3886 j- ,d ckj ls vf/kd okLrfod cks;k x;k {ks= 683 2- Oku Hkwfe 583 3- catj Hkwfe

v- ljdkjh c- futh ¼d`f"k Hkwfe½

1261 755

2016 4-pkjkxkg Hkwfe 86

5- flok; pd@ljdkjh Hkwfe 186 6-vU; 937 ifj;kstuk dk izHkkoh {ks=Qy@ mipkj ;ksX; {ks=Qy

6500

ifj;kstuk {ks= esa 1381 gSDVs;j Hkwfe iM+r gS] ftls tksr ;ksX; cuk;k tk ldrk gSA ,oa 1381 gSDVs;j

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

esa ifjofrZr fd;k tk ldrk gSA ek= 683 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 2016 gSDVs;j {ks=Qy esa catj Hkwfe gS] ftls tksr ;ksX; cukus gsrq vko';d tylaj{k.k

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

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

Hkwfe mi;ksx dh mijksDr lkfj.kh ls Li"V gS fd 260 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 825 800 650 650 610 eksB 450 450 400 400 380

lkfj.kh 2-4 d

,dy Qlyh; {ks= % 3203 nks Qlyh; {ks= 683 cgq Qlyh; {ks= 0

19

Ewakx 625 530 500 500 450 xsgwWa 3500 3150 2800 2800 2710

0

500

1000

1500

2000

2500

3000

Bajara

Moth

Moong

Wheat

Qly dh yh tkus okyh eq[; fdLe ,oa mRikndrk %

Qly dk uke eq[; fdLe mRikndrk fdyksxzke@gSDVs;j Cktjk HHB_67 800 ewWax K_851 530 eksB RMO_40 350 xsgwWa RAJ_3077 2800 Lkjlksa VARUNA 900

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

20

eksB iM+r

mijksDr lkfjf.k;ksa ls LIk"V gS fd dsoy 683 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= 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 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 Nil 0 lfCt;ksa dh [ksrh Nil 0 Qwyksa dh [ksrh Nil 0 vks"k/kh; ikS/kksa dh [ksrh Nil 0

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 116 56 60 116 42

15 11 48 -

(ii) y?kq d`"kd 674 135 539 674

211 102 55 306 -

(iii) lhekUr d`"kd 1535 54 1481 1535

645 155 10 825 -

(iv) Hkwfeghu O;fDr 110 - - -

- - - - -

(V) ch0ih0,y0 ifjokjksa dh la[;k 243 - - -

- - - - -

dqy ;ksx 2435 245 2080 2325 898 272 76 1179 -

90.71% Hkwfe /kkj.k y?kq ,oa lhekUr d`"kdksa ls lEcaf/kr gSa] mDr d`"kd dqy tksr {ks=Qy 79-97% Hkwfe ds

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

cM+s d`"kdksa] ftuds ikl flapkbZ ds lk/ku ugha gSa] ds [ksrksa esa fdlh ,d Hkkx tgka QkeZ ikW.M@Vkads dk

21

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;k 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 dks vkWxsZfud vknku ds mi;ksx esa lg;ksx

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

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

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

ifj;kstuk {ks= esa i;kIr ek=k esa cht mRiknu gsrq 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 df"k foHkkx ls lesdu vFkok futh lg;ksx

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

x;k gSA

xzhu gkml dh LFkkiuk %

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

dj dh tk ldrh gSA vr% 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 %

22

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

mi;ksx dks izksUur fd;k tkosxkA

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

dz-la-

i'kq dk fooj.k

Lak[;k mRikndrk ¼nqX/k@ekl@mu½

Xkk; ;qfuV ds leku la[;k

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

Dqy vko’;drk

¼eSfVªd Vu esa½

1 Xkk; 1728 ns'kh uLy 1670 2550fy-@fnu 1670 4266850 4267 c

dzkWl czhM 58 400fy-@fnu 58 148190 148

2 HkSal 890 7000fy-@fnu 1780 4547900 4548 3 Ckdjh 2558 2550fy-@fnu 1279 1867340 1867 4 HksM+ 3550 1750fdyks 1775 2591500 2591 5 maV 305 150fdyks 610 1558550 1558 6 eqxhZ 0 0 0 0 7 Lqvj 0 0 0 0 dqy la[;k 9056 14979

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

lkfj.kh 2-8 pkjs dk mRiknu %

dz-l-

fooj.k bdkbZ {ks=Qy@ek=k

1 pkjkxkg dk {ks=Qy gS0 86

2 pkjkxkg gsrq fy;k x;k gS0 0

23

tkssr {ks= 3 gjs pkjs dk mRiknu eS0 Vu@izfr o"kZ 2545

4 lw[ks pkjs dk mRiknu eS0 Vu@izfr o"kZ 7650

5 pkjs dk mRiknu eS0 Vu@izfr o"kZ 10195

6 tykm ydM+h ds fy;s

fy;k x;k {ks=

gS0 0

7 lEiwjd [kkuk fdxzk@fnu 0

8 lkbZyst fiV la[;k 5

9 pkjs dh vko';drk eS0 Vu@izfr o"kZ 14979

10 pkjs dh deh@vf/kdrk eS0 Vu@izfr o"kZ 4784

mDRk lkfj.kh ls Li"V gS fd ifj;kstuk {ks= esa pkjs dh deh gS ¼ pkjs dh vko';drk 14979 eS0 Vu gS ,oa mRiknu 10195eS0 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 90-71% Hkwfe /kkjd y?kq ,oa lhekUr Js.k ds gSa] tks 79-97 % 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- d`f"k midj.k la[;k

1 VªSDVj 164

2 Lizs;j&ekuo pfyr@ikoj 85

3 dYVhosVj@gSjks 135

4 lhM fMªy 4

5 vU; 25

24

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

jkstxkj dh fLFkfr

vc rd yh xbZ xfrfof/k

1 mEesnuxj 445 425 Rkykc [kqnkbZ o lMd fuekZ.k 2 larÑikjke uxj 165 125 Rkykc [kqnkbZ o lMd fuekZ.k 3 Hkokn 625 586 Rkykc [kqnkbZ o lMd fuekZ.k 4 fouk;diqjk 375 315 Rkykc [kqnkbZ o lMd fuekZ.k 5 mtfy;k 398 371 Rkykc [kqnkbZ o lMd fuekZ.k 6 [kkjh [kqnZ 296 279 Rkykc [kqnkbZ o lMd fuekZ.k 7 2304 2101

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 fnukad dh

la[;k

Ikyk;u dk dj.k

Xkkao ls iyk;u ds LFkku dh nwjh fdeh esa

Ikyk;u ds nkSjku O;olk;

mEesnuxj 110 125-310 jkstxkj o f’k{kk

40-300 km Construction & industry

larÑikjke uxj

35 125-310 jkstxkj o f’k{kk

40-300 Construction & industry

Hkokn 215 125-310 jkstxkj o f’k{kk


fouk;diqjk 170 125-310 jkstxkj o f’k{kk


mtfy;k 145 125-310 jkstxkj o f’k{kk


[kkjh [kqnZ 120 125-310 jkstxkj o f’k{kk


ifj;kstuk {ks= esa jkstxkj ds volj c<kdj] d`f"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 vadq’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 1950 45000

Ms;jh 450 45000

eqxhZikyu 0 0

Lqkvjikyu 0 0

Hkwfeghu d`f"k Jfed 110 40000

lkfj.kh 2-12¼ c½

25

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 42 75000

[kkrh 25 82000

Ykskgkj 5 50000

Ekskph 4 30000

dqEgkj 5 35000

vU; O;olk; ¼lkbZfdy ejEer] ,l-Vh-Mh- cwFk] dzkQ~V odZ½

15 55000

vU; 10 45000

vkthfodk en esa v`df"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

dz-la-

Lo; lgk0lewg dk

uke

lnL;ksa dh la[;k

dh tk jgh xfrfof/k

Ekkfld vk;

miyC/k jkf’k

Lkgk;rk dk L=ksr

izkIr izf’k{k.k

1 Ekkrk jk.kh 10 i’kq ikyu 1000 4300 - -

2 x.ks’k efgyk 10 i’kq ikyu 1000 13885 - -

3 ‘’kqHke ,l,pth 10 Ms;jh 1000 13871 - -

4 Rkkjk ,l,pth 10 flykbZ 1000 16865 -

5 Lkxj ,l,pth 10 ikiM ewaxksMh 500 2503 -

lkfj.kh ;g ladsr nsrh gS fd 2 Lo;a lgk;rk lewg tks iwoZ esa fufeZr gSa] mudks izf’k{k.k ,oa vkfFkZd lgk;rk ls etcwr djus ds iz;kl djus gSaA

II. rduhdh QhplZ %

Lkkfj.kh 2-14 Hkw ty dh fLFkfr

dz-la- L=ksr la[;k Lfdz; xgjkbZ eh-

lw[kk flafpr {ks=Qy

o"kZ esa ikuh dh miyC/krk ¼fnuksa esa½

i) Mx oSy 20 - 20 - -

ii) 'kSyks V~;wc oSy 25 40 25 - -

iii) ifEiax lSV - - - - -

iv) Mhi V~;wc oSy 165 160 22 687 165

Dqy 47 687 165

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

26

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

mEesnuxj 92395 78000 2 1 0 1 larÑikjk

e uxj 36510 25500 2 1 1

Hkokn 112680 75500 5 3 1 1 fouk;diq

jk 61740 50000 4 3 1

0 mtfy;k 54030 36500 4 2 1 1 [kkjh [kqnZ 54630 45000 3 2 0

1 411985 310500

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=

cktjk 355 - - 355

xsgwWa 350 - - 350

thjk 150 - - 150

ljlksa 167 - - 167

dikl 255 - - 250

• 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% 4980

2 3 ls 8% 2670

3 8 ls 25% 960

4 25% ls vf/kd 430

27

<+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 290 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= 1390 161.16 224012

vkSlr cgko {ks= 5670 113.87 645643

[kjkc cgko {ks= 1980 80.58 159548

;ksx 9045 1029203

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 10 50

ii) [kMhu@rkykc 10 20000

iii) QkeZ ikW.M 0 0

iv) Vkadk 10 200

v) ,uhdV 4 350

;ksx

34 20600

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 4 1600

ii) [kMhu@rkykc 4 12500

iii) QkeZ ikW.M 7 1400

iv) Vkadk 167 3340

v) ,uhdV 6 10500

;ksx

188 29340

28

orZeku esa fLFkr <+kpksa ,oa izLrkfor <+kpksa esa jksds x;s ty cgko dh ek=k =20600+29340

jksds x;s dqy ty cgko dh ek=k =49940?ku ehVj jksds x;s ty cgko dk %= 4-85 dqy jksdk x;s ty cgko dh ek=k x100/ dqy ty cgko dh ek=k izLrkfor tylaxzg.k <+kpksa dh mapkbZ 1-00 ehVj ls 1-70 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 5250 2 7-50 ls 45-00 1250 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 35 120

2 QkWLQksjl 25 80

3 iksVsf’k;e 16 40

4 lw{e rRo ih-ih-,e--22 60

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 5750 4&7 2 gok ls 750 3&6 ;ksx

feV~Vh ds {kj.k dks jksdus ds fy;s fuEu dk;Z fd;s tkus vko’;d gSa &

• Hkwfe ds iru dks jksduk • i'kqvksa dh la[;k ij fu;a=.k dj i'kqvksa ds nokc dks de djuk • vf/kd <kyw tehu dks Hkw ,oa tylaxzg.k dh xfrfof/k;ksa dh fdz;kfUofr ls iwoZ tksrus ls jksdukA • ,sls ukyksa ds ry dks tksrus ls jksduk tks {kj.k ds izfr laosnu’khy gSaA • xyr 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 dyLVj ifj;kstukvksa gsrq %

29

bu ifj;kstukvksa esa Vkadk fuekZ.k] 'kSYVj cSYV IykaVs'ku]ukMh+@[kMhu vkfn dk;Z fy;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 xzke lHkk esa tyxzg.k desVh dk p;u Hkh fd;k x;kA

Ø-la-

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

mEesnuxj 15-08-2013 Hkokn 16-08-2013

1 4 5 6 7 8 9 10 11 Ø-la-

xkao dk uke

izos'k fcUnq xfrfof/k vUrxZr vkaofVr /ku jkf'k

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

vuqekfur ykxr

O;; jkf'k

'ks"k jkf'k

vk'kkfUor ifj.kke

okLrfor ifj.kke

mEesnuxj

10.80 th,yvkj]ikbZi ykbu]Vkads]lksyj

ykbV][skyh o ‘’e’kku Hkwfe fodkl dk;Z

10.80 6.5 4.30

Ikhus ds ikuh dh lqfo/kk


larÑikjke uxj



2.7 2.20

0.5 Ikhus ds ikuh dh lqfo/kk


Hkokn 7.02 th,yvkj]ikbZi ykbu]Vkads]lksyj


7.02 5.5 1.52



fouk;diqjk



4.86 2.5 2.36



mtfy;k



4.86 2.0 2.86



[kkjh [kqnZ



4.86 2.0 2.86



lHkh xkaoksa esa lgHkkxh xzkeh.k vH;kl dk dk;Z fuEu fnukadksa esa fd;k x;k%&

30

Ø-la- xkao dk uke lgHkkxh xzkeh.k vH;kl dk fnukad 1 mEesnuxj 2-05-14 o 28-05-14

2 larÑikjke uxj 5-05-14 o 29-05-14

3 Hkokn 6-06-14 o 18-6-14

4 fouk;diqjk 11-06-14 o 26-06-14

5 mtfy;k 2-07-14 o 22-07-14

6 [kkjh [kqnZ 4-07-14 o 8-08-14

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

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

lkekftd vkfFkZd losZ{k.k dk dk;Z fnukad 5-10-2014 ls 15-08-2014 fnukad rd lHkh ifjokjksa dks lfEefyr

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

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

n{krk fuekZ.k lao/kZu

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

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-,- SRSC,CAZARI,AFARI,IGPRS

SRSC JODHPUR, CAZARI JODHPUR, AFRI JODHPUR, IGPRS JAIPUR

GOVT. & NGO approved by govt.

GOVT

2 MCY;w-Mh-Vh- SRSC,CAZARI,AFARI,IGPRS

SRSC JODHPUR, CAZARI JODHPUR, AFRI JODHPUR, IGPRS JAIPUR & NGO approved by Govt.

GOVT& NGO approved by govt.

GOVT

3 miHkksDRkk lewg KVK,GTC,PIA

KVK MANDORE GTC MANDORE PIA BAOR& NGO approved by Govt.I


GOVT

4 Lo;a lgk;rk lewg KVK,GTC,PIA

KVK MANDORE GTC MANDORE PIA BAORI& NGO approved by Govt.


GOVT

5 tyxzg.k lfefr KVK,GTC,PIA

KVK MANDORE GTC MANDORE PIA BAORI


GOVT

6 xzke iapk;r KVK,GTC,PIA

KVK MANDORE GTC MANDORE PIA BAORI& NGO approved by Govt.


GOVT

7 leqnk; KVK,GTC,PIA

KVK MANDORE GTC MANDORE PIA BAORI & NGO approved by

GOVT& NGO approved by

GOVT

31

Govt. govt.

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

SRSC,CAZARI,AFARI,IGPRS

SRSC JODHPUR, CAZARI JODHPUR, AFRI JODHPUR, IGPRS JAIPUR

GOVT & NGO approved by govt.

GOVT

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

${kerkfuekZ.k@d`f"k@m|kfudh@i'kqikyu@eNyhikyu@nwjlaosnh@tylaj{k.k@Hkwty@okfudh@vkthfodk@ m/kferk fodkl@ vU; ¼d`i;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

32

lkj.kh %& ifj;kstuk {ks= esa {kerk lao/kZu laca/kh xfrfof/k;kW ¼HkkSfrd ,oa foRrh;½ ifj;kstuk ykxr dk 3-6 izfr'kr

1 2 3 5 6 7

Ø-la-

ifj;kstuk esa lgHkkxh

O;fDr;ksa dh

la[;k

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

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

izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ

iape o"kZ

dqy izFke o"kZ

f}rh; o"kZ

rrh; o"Kz

prqFkZ o"kZ

iape o"kZ

dqy izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ

iape o"kZ

dqy

1 ih-vkbZ-,- 2 2 2 2 2 2 10 1 1 1 1 1 5 2 2 2 2 2 10 2 MCY;w-Mh-Vh- 4 4 4 4 4 4 20 2 2 2 2 2 10 4 4 4 4 4 20 3 miHkksDRkk lewg 90 630 720 810 360 150 2670 2 8 10 10 6 36 630 720 810 360 150 2670 4 Lo;a lgk;rk

lewg 1210 70 650 350 400 550 2020 2 10 10 10 6 38 70 650 350 400 550 2020

5 tyxzg.k lfefr 45 45 45 45 45 45 225 1 3 3 3 2 12 45 45 45 45 45 225 6 xzke iapk;r 25 25 25 25 25 25 125 2 2 2 2 2 10 25 25 25 25 25 125 7 leqnk; 4500 500 1500 1500 1500 850 5850 6 15 15 15 15 66 500 1500 1500 1500 850 5850 8 'kSf{kf.kd Hkze.k

¼vUrZjkT;½ 100 50 50 100 1 1 2 50 50 100

9 'kSf{kf.kd Hkze.k ¼vUrZjkT;½

100 50 50 100 1 1 2 50 50 100

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

6 6 6 6 6 6 30 1 1 1 1 1 6 30

11 dqy HkkSfrd 6082 1282 3046 2842 2342 1632 11150 17 44 46 45 35 187 1282 3046 2842 2342 1632 11150 12 dqy foRrh; 35-10 15-

175 6-45 6-47 3-365 3-64 35-10 15-

175 6-45 6-47 3-365 3-64 35-10 15-

175 6-45 6-47 3-365 3-64 35-10

33

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 6

Ø-la- xfrfo/kh dk;Zdkjh laLFkk ifj;kstuk dh dqy ykxr esa ls 1izfr'kr jkf'k dk vkaoVu

vkaoVu ¼yk[kks esa½ vk'kkfUor ifj.kke ¼tgka rd lEHko gks ek=k n'kkZ;s½

izFke o"kZ

f}rh; o"kZ

rrh; o"kZ

prqFkZ o"kZ iape o"kZ Dqy

1 ekWMy #QVkWi okVj gkjosZfVx LVªDplZ ¼iapk;r lfefr, jktho xkW/kh lsok dsUnz ;k vU; iapk;r lfefr Lrjh; utnhdh ljdkjh Hkou ½

0-18 0-58

0-59

0-58 0 0 1-75

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

0-09

0-22

0-22

0-21

0-225

0

0-875

3 MhLiys cksMZs@IysxDlh cksMZ@

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

0-225 0-25 0-2-4 0-24 0 0 0-73

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

0-25 0-24 0-24 0 0 0-73

6 Ukkjk ys[ku 0-25 0-24 0-24 0 0 0-73

34

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

0-135

0-09

0-09 0-09 0-09 0-08 0-44

8 fucU/k o okn&fookn izfr;ksfxrk 0-09

0-09 0-09 0-09 0-08 0-44

9 jsfM;ksa@nwjn’kZu ij okrkZ o foKkiu

0-10

0-09 0-09 0-09 0-08 0-45

10 lkaLd`frd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh

0-09 0-07 0-06 0-06 0-06 0-05 0-30

11 uqDdM+ ukVd

0-06 0-06 0-06 0-06 0-05 0-29

12 dViqryh izn’kZu 0-06 0-06 0-06 0-06 0-05 0-29

13 jkf= xks"Bh 0-18 0-07 0-07 0-07 0-07 0-07 0-35

14 Hkw laj{k.k lIrkg 0-07 0-07 0-07 0-07 0-07 0-35

15 psruk jSyh 0-07 0-07 0-07 0-07 0-07 0-35

16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe

0-07 0-07 0-07 0-07 0-07 0-35

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

0-075 0-07 0-07 0-07 0-07 0-355

35

18 dqy 0-90 2-375 2-33 2-31 1-025 0-74 8-78

36

LVsV fjeksV lsUlhx ,Iyhds'ku lsUVj laLFkk dks fofHkUu FkhesfVd ys;lZ dkjVkslsV &1 o fyl&3 bestfjl ds

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

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

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

&ewyHkwr uD'ks ¼xkWo dk [kljk eSi½

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

&yS.M;wt doj eSi

&Lyksi eSi

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

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

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

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

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

c- vkthfodk dh dk;Z ;kstuk %

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

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

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

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

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

ifj;kstuk dh dqy ykxr : 975 yk[k

vkthfodk en esa miyC/k jkf'k : 78-98 yk[k ¼ifj;kstuk dh dqy ykxr dk 8-10%)

v- Lo;a lgk;rk lewgksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : 49-23 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 %

d

z

fooj.k Lak[;k ijkdze fuf/k@

lhM euh gsrq

vkthfodk

en esa

37

-

l

a

miyC/k jkf’k miyC/k

jkf’k dk

izfr’kr

1 Lo;a lgk;rk lewg

V orZeku esa 5

C u;s 192

;ksx 197 49.23 60

2 O;fDrxr m|eh 31 7-75 10

3

Lo;a lgk;rk lewgksa ds

QSMjs'ku@

m|eh Lo;a

lgk;rk lewg 11 22-00 30

dqy ;ksx 239 78-98 100

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 10

eqxhZikyu 5

lwvj ikyu -

cdjh ikyu 40

e/kq eD[kh ikyu

js'ke ds dhV dk

ikyu

ulZjh 2

eDds dks Nhyus

dh e’khu

38

nky fey

rsy fey

vU; ¼di;k Li"V

djsa½e’kkyk

m|ksx

10

;ksx 53 13.25

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 10 2.5

[kkrh 15 3.75

Lqkukj 5 1.25

Ekskph 5 1.25

dqEgkj 5 1.25

eSlu 25 6.25

i;kZoj.k i;ZV.k 2 0.50

df"k izlaLdj.k 10 2.5

Yqkgkj 5 1.25

eksecRrh cukuk 5 1.25

Nksuk iRry 0 0

flykbZ@cqukbZ 20 5.00

Pkk; dh nqdku 10 2.50

tujy LVksj 10 2.50

ekckbZy fjis;j 6 1.50

feL=h@fofo/k

'kkWi

6 1.50

vU; dk;Z 5 1.23

‘;ksx 144 35.98

39

fufeZr fd;s tkus okys Lo;a lgk;rk lewgksa dh la[;k 197 c- Lo;a lgk;rk lewgksa ds QSMjs'ku@ m|eh Lo;a lgk;rk lewgksa dks vuqnku ds :i esa ns; jkf'k 22-00yk[k vkthfodk 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 5 Storage structure 10.00/project 2.00/project

2 4 Green house for

vegitable and

mashrum production

5.00/project 2.00/project

3 2 Other (Will be

identified by

Gramsabha during

time of execution )

- 2.00 -

;ksx

l- O;fDrxr m|fe;ksa gsrq lhMeuh¼ijkdze fuf/k½ ds :i esa miyC/k jkf'k : 7-75yk[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 31 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

1 i’kqikyu 10 all 2.5 7.5

2 tujy @esfMdy LVksj 6 all 1.5 4.00

3 Eksckby]eksVj okbZafMx]

eksVj lkbZfdy fjisfjax

9 all 2.25 11.00

4 flykbZ] nLrdkjh]

e’kkyk ] d`f"k izlaLdj.k

6 all 1.5 4.0

40

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 975 yk[k :i;s

(ii) mRiknu i)fr esa miyC/k jkf’k ¼dqy ykxr dk 9% ½ = 87-75 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 - - -

4 lwvj ikyu - - -

5 cdjh ikyu - - -

6 e/kq eD[kh ikyu - - -

7 js'ke ds dhV dk

ikyu

- - -

8 ulZjh - - -

B vU; - - -

1 Qly izn’kZu 519 25.95 3.90

A lefUor U;wfVª,UV

izca/ku

- - -

B lefUor dhV izca/ku - - -

C T;knk iSnkokj gsrq

Qlyksa ds cht dk

forj.k@feuhdV dk

- - -

41

forj.k

2 Ukohu df"k xfrfof/k;ksa

dk lekos’k vkS"kf/k;

ikS/kksa dh [ksrh

20 6.00 0.91

3 lhM de QfVykbZtj

fMªy dk forj.k

- - -

4 vU; d`f"k midj.k ,oa

ikS/k laj{k.k midj.kksa

dk forj.k QOokjk o

cwan cwan flapkbZ

10 3.0 0.45

5 Pkkjk mRiknu - - -

6 d`f"k mRiknu - -- -

7 d`f"k m|kfudh 40 12.0 1.80

8 d`f"k okfudh 10 3.0 0.45

9 lfCt;ksa dh [ksrh 295 7.40 1.11

10 vkWxZfud [ksrh (gjh

[kkn] uSMsi [kkn o

dEiksLV [kkn )

25 7.50 1.125

11 xzhu gkml - - -

12 'kSM uSV - - -

13 ulZjh - - -

vU; dk;Z

;ksx

C y?kq m|e

1 df"k izlaLdj.k - - -

2 ewY; lao/kZu - - -

3 Qyksa dk ifjj{k.k

(pVuh , vpkj ,

eqjCck , tSe ,

tSyh]vkfn )

- - -

4 vkVk pDdh - -

42

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

5 nky fey - - -

6 rsy fey - - -

7 pkQ dV~Vj e’khu 21 6.3 0.945

8 Ik’kq fodkl

xfrfof/k;ka

a df+e xHkkZ/kku gsrq tkj

o Vªsfol

4 1.00 0

b cf/k;kdj.k

c Ik’kq fpfdRlk f’kfoj

;wfj;k ekSyk;fll dk

izn’kZu

20 4.8 0

9 i'kq ukn 151 15.1 2.265

10 i'kq gsrq 'kSM

vU; ¼ lkaM o ikMk½ 4 2.00 0

43

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. Jodhpur

ifj;kstuk dk uke % tks/kiqj 69 ia-l- ckoMh ftyk % tks/kiqj

ifj;kstuk dk {ks=Qy% 6500 gS ifj;kstuk dh ykxr% : 975 yk[k(d) izkjfEHkd xfrfof/k;ka

{ks=Qy 4000 {ks=Qy 2500

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

dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k


dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k


dUotsZUl jkf'k

ykHkkafor dh fgLlk

jkf'k

iz'kklu 9% 54.00 54.00 0.00 0.00 33.75 33.75 0.00 0.00 0.00 87.75 87.75 0.00 0.00

izcks/ku 0.9% 5.40 5.40 0.00 0.00 3.37 3.37 0.00 0.00 0.00 8.77 8.77 0.00

ewY;kadu 0.9% 5.40 5.40 0.00 0.00 3.37 3.37 0.00 0.00 0.00 8.77 8.77 0.00

izos'k fcUnq xfrfof/k 3.60%21.60 21.60 0.00 0.00 13.50 13.50 0.00 0.00

0.00 35.10 35.10 0.00

fuekZ.k 4.5% 27.00 27.00 0.00 16.88 16.88 0.00 0.00 43.88 43.88 0.00

foLr`r ifj;kstuk izfrosnu 0.9%

5.40 5.40 0.00 0.00 3.38 3.38 0.00 0.000.00 8.78 8.78 0.00

;ksx d 118.80 118.80 0.00 0.00 74.25 74.25 0.00 0.00 0.00 193.05 193.05 0.00

([k) izkd`frd lalk/ku izca/ku (50.4%) 302.40 Lacs 189.00 Lacs 0.00 0.00 0.00 491.40

tyxzg.k fodkl fuf/k gsrq 5-

10%

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

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

feV~Vh ds caM gS0 0.37 84 31.08 31.08 10.26 2.33 44 16.28 16.28 5.49 1.22128.00 47.36 47.36 15.75 3.55

Vkadk la[;k 1.6 107 171.20 171.20 56.50 12.84 60 96.00 96.00 32.35 7.2 167.00 267.20 267.20 88.85 20.04

[kfMu e; osLVfo;j

la[;k3.07 2 6.14 6.14

0.46

2 6.14 6.140.46

4.00 12.28 12.28 0.00 0.92

rV LFkjhdj.k@iSjhQsjy caM@ijdksys'ku Vsad

ehVj

1 4 4.00 4.00 0.30 3 3.00 3.00 0.23

7.00 7.00 7.00 0.00 0.53

pkjkxkg fodkl gS0 12.5 12 30.00 30.00 12.42 0.00 9 22.50 22.50 9.32 0.00 21.00 52.50 52.50 21.74

oh&fMp la[;k Cost in PD 12 0.00 0.00 0.00 9 0.00 0.00 0.00 21.00 0.00 0.00 0.00

ty laxzg.k lajpuk,sa

la[;k2 2 0.00 0.00 0.00 2 0.00 0.00 0.00

4.00 0.00 0.00 0.00

okfudh la[;k Cost in PD 12 0.00 0.00 0.00 9 0.00 0.00 0.00 21.00 0.00 0.00 0.00

bZdkbZ ykxr

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

izLrkfor fodkl ;kstuk

xzke iapk;r meesnuxj ;ksxxzke iapk;r Hkokn

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

xfrfof/k bZdkbZ

44

,uhdV la[;k 6.45 4.00 25.80 25.80 0.00 2.00 12.90 12.90 0.00 6.00 38.70 38.70 0.00

ywt LVksu pSd Mse

la[;k0.3 64.00 19.21 19.21 0.00 53.00 15.90 15.90 0.00

117.00 35.11 35.11 0.00

ty laxzg.k la[;k 3.37 1.00 3.37 3.37 0.00 1.00 3.28 3.28 0.00 2.00 6.65 6.65 0.00

feV~Vh ds pSd Mse

la[;k0.2 18 3.60 3.60 0.00 25 5.00 5.00 0.00

43.00 8.60 8.60 0.00

Hkw ty iquZHkj.k la[;k 2 4 8.00 8.00 0.00 4 8.00 8.00 0.00 8.00 16.00 16.00 0.00

;ksx [k 302.40 302.40 79.18 15.93 189.00 189.00 47.16 9.11 0.00 491.40 491.40 126.34 25.04

( x ) 54.00 Lacs 33.75 Lacs

mRiknu xfrfof/k;ka

10-20% project

cost

10-20% project

cost

Qynkj ikS/kksa dk jksi.k Ha.

0.3 5 1.50 1.50 0.32 0.23 5 1.50 1.50 0.30 0.2310.00 3.00 3.00 0.62 0.46

okfudh ikS/kksa dk jksi.k Ha.

0.3 5 1.50 1.50 0.32 0.23 5 1.50 1.50 0.30 0.2310.00 3.00 3.00 0.62 0.46

fLizaDyj@fMªi no. 0.3 5 1.50 1.50 0.32 0.23 5 1.50 1.50 0.30 0.23 10.00 3.00 3.00 0.62 0.46

Vkadks ij ikS/kkjksi.k No.0.3 10 3.00 3.00 0.64 0.45 8 2.40 2.40 0.48 0.36

18.00 5.40 5.40 1.12 0.81

Ik'kq fpfdRlk f'kfoj No.0.24 10 2.40 2.40 0.51 0.00 10 2.40 2.40 0.48 0.00

20.00 4.80 4.80 0.99 0.00

lfCt;ksa dh [ksrh 0.025 200 5.00 5.00 1.06 0.75 95 2.40 2.40 0.48 0.36 295.00 7.40 7.40 1.54 1.11

Qly izn'kZu 0.05 370 18.50 18.50 3.93 2.78 149 7.45 7.45 1.49 1.12 519.00 25.95 25.95 5.42 3.90

vkS"k/kh; iks/kkSa dh [ksrh

0.3 5.00 1.50 1.50 0.32 0.23 15.00 4.50 4.50 0.90 0.6820.00 6.00 6.00 1.22 0.91

oehZ dEiksLV 0.3 9.00 2.70 2.70 0.57 0.41 7.00 2.10 2.10 0.42 0.32 16.00 4.80 4.80 0.99 0.73

pkjk dqV~Vh e'khu 0.3 16.00 4.80 4.80 1.02 0.72 5.00 1.50 1.50 0.30 0.23 21.00 6.30 6.30 1.32 0.95

Ik'kqvksa ds fy;s Bk.k0.1 101.00 10.10 10.10 2.14 1.52 50.00 5.00 5.00 1.00 0.75

151.00 15.10 15.10 3.14 2.27

Vªªsfol ,oa lh,uth tkj vkfn

0.25 2.00 0.50 0.50 0.11 0.00 2.00 0.50 0.50 0.10 0.004.00 1.00 1.00 0.21 0

lkWaM ,oa ikMk 0.5 2.00 1.00 1.00 0.21 0.00 2.00 1.00 1.00 0.20 0.00 4.00 2.00 2.00 0.41 0

54.00 54.00 11.47 7.55 33.75 33.75 6.75 4.51 87.75 87.75 18.22 12.06mRiknu xfrfof/k;ka dk ;ksx x

mRiknu xfrfof/k;ka (9%)

Mªsust ykbZu VªhVesUV

45

(?k ) vkthfodk xfrfof/k;ka 48.60 Lacs 30.38 Lacs 78.98

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ No.

0.25 120 29.85 29.85 11.50 0.00 78 19.38 19.38 7.50 0.00

198.00 49.23 49.23 19.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ No.

0.25 19 4.75 4.75 0.50 0.00 12 3.00 3.00 0.25 0.00

31.00 7.75 7.75 0.75

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ No.

2.00 7 14.00 14.00 10.00 0.00 4 8.00 8.00 6.00 0.00

11.00 22.00 22.00 16.00

;ksx vkthfodk xfrfof/k;ka 48.60 48.60 22.00 0.00 30.38 30.38 13.75 0.0078.98 78.98 35.75

M- lesdu 16.20 16.20 16.20 0.00 0.00 10.12 10.12 10.12 0.00 0.00 26.32 26.32 26.32 0.00

QysDlh Q.M 60.00 60.00 60.00 0.00 0.00 37.50 37.50 37.50 0.00 0.00 97.50 97.50 97.50 0.00

dqy ;ksx 600.00 600.00 112.65 23.48 47.62 375.00 375.00 67.66 13.62 123.82 975.00 975.00 180.31 37.75

Assistant Engineer, PIAWD&SC P.S. Baori

WD&SC.Distt. Jodhpur

Project Manager, WCDC

46

Proposed Development Plan WS Ummednagar Panchyat Samiti - Baori, Jodhpur

(A)

Area 6500

QuantityTotal Cost

Cost from Project Fund

Convergence Fund

Beneficiary Contribution

Admn. 9% 87.75 87.75 0.00 0.00

Monitoring 0.9% 8.77 8.77 0.00 0.00

Evaluation 0.9% 8.77 8.77 0.00 0.00

EPA 3.60% 35.10 35.10 0.00 0.00

I & CB 4.5% 43.88 43.88 0.00 0.00

DPR 0.9% 8.78 8.78 0.00 0.00Total (A) 193.05 193.05 0.00 0.00

(B) Natural resource management (50.4%) 491.40 Lacs

5-10% WDFEarthen Bund Ha 0.37 128 47.36 47.36 15.75 3.55

Tanka No. 1.6 167 267.20 267.20 88.85 20.04

Khadeen with Waste Weir No. 3.07 4 12.28 12.28 0.00 0.92

Bank Stabilisation/ Peripheral Bunds/Percolation tank

1 7 7.00 7.00 0.00 0.53

Pasture Development Ha. 12.5 21 52.50 52.50 21.74 0.00

V - ditch Ha. Cost in PD 21 0.00 0.00 0.00 0.00

Water Harvesting Structure No.Cost in PD 4 0.00 0.00 0.00 0.00

Afforestation Ha. Cost in PD 21 0.00 0.00 0.00 0.00Drainage line treatment

MMS No. 6.45 6.00 38.70 38.70 0.00 0.00

LSCD No. 0.3 117.00 35.11 35.11 0.00 0.00

WHS No. 3.37 2.00 6.65 6.65 0.00 0.00

Gully Plugs(ECD) No. 0.2 43.00 8.60 8.60 0.00 0.00

Ground water recharge Structure/dugout shunkan pond

2 8.00 16.00 16.00 0.00 0.00

Total (B) 491.40 491.40 126.34 25.04

Conservation measures for non arable land

Preparatory phase activities

Activity Unit

Unit Cost

Ummednagar

Conservation measures for arable land(private land)

47

( C ) 87.75 Lacs

arable land 10-20% project

Horticulture plantation Ha. 0.3 10 3.00 3.00 0.62 0.45

Agro forestry Ha. 0.3 10 3.00 3.00 0.62 0.45

Sprinklers and Drip irrigation Unit 0.3 10 3.00 3.00 0.62 0.45

Plantation at Tanka No. 0.3 18 5.40 5.40 1.12 0.81

Animal Husbandry Camp No. 0.24 20 4.80 4.80 0.99 0.72

Kitchan garden kit 0.025 295 7.40 7.40 1.54 1.11

Crop Demonstration 0.05 519 25.95 25.95 5.42 3.89

Medicinal plants 0.3 20 6.00 6.00 1.22 0.90

Vermi compost 0.3 16 4.80 4.80 0.99 0.72

Chaff cutter 0.3 21 6.30 6.30 1.32 0.95

Distribution of Manger 0.1 151 15.10 15.10 3.14 2.27Trevis and CNG jar 0.25 4 1.00 1.00 0.21 0.00 Bull and pada 0.5 4 2.00 2.00 0.41 0.00

Total Production System87.75 87.75 18.22 12.71

(D) 78.98 Lacs

Revolving Fund to SHG (60 % minimum ) No.

0.25 198 49.23 49.23 19.00 0.00

Revolving Fund to enterprising individual (10 % maximum ) No.

0.25 31 7.75 7.75 0.75 0.00

Grant in aid to enterprising SHG or Federation of SHGs individual (30 % maximum ) No.

2.00 11 22.00 22.00 16.00 0.00

Total Livelihood 78.98 78.98 35.75 0.00

(E) Consolidation 3% 26.32 26.32 26.32 0.00 0.00

Flexi Fund 97.50 97.50 97.50 0.00 0.00

Grand Total 975.00 975.00 180.31 37.75

Assistant Engineer, PIAWD&SC P.S. Baori

Production System (9%)

Livelihood System 8.1 %

Project Manager, WCDCWD&SC.Distt. Jodhpur

48

ifj;kstuk dk uke % tks/kiqj 69 ia-l- dk uke % ckoMh ftyk % tks/kiqj

ifj;kstuk dh ykxr % 975 yk[kArea 6500

ek=k dqy ykxr Je lkexzh dqy dUotsZUl jkf'k ykHkkafor dh fgLlk jkf'k

iz'kklu 9% 87.75 87.75 87.75 0.00 0.00

izcks/ku 0.9% 8.77 8.77 8.77 0.00 0.00

ewY;kadu 0.9% 8.77 8.77 8.77 0.00 0.00

izos'k fcUnq xfrfof/k 3.60% 35.10 35.10 35.10 0.00 0.00

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 43.88 43.88 43.88 0.00 0.00

foLr`r ifj;kstuk izfrosnu 0.9% 8.78 8.78 8.78 0.00 0.00

;ksx d 193.05 0.00 193.05 193.05 0.00 0.00

([k) izkd`frd lalk/ku izca/ku (50.4%) 491.4 Lacs

5-10% WDF

feV~Vh ds caM Ha 0.37 128 47.36 45.94 1.42 47.36 15.75 3.55

Vkadk No. 1.6 167 267.20 160.32 106.88 267.20 88.85 20.04

[kfMu e; osLVfo;j No. 3.07 4 12.28 7.98 4.30 12.28 0.00 0.92

rV LFkjhdj.k@iSjhQsjy caM@ijdksys'ku Vsad

1 7 7.00 4.20 2.80 7.00 0.00 0.53

pkjkxkg fodkl Ha. 12.5 21 52.50 31.50 21.00 52.50 21.74 0.00

oh&fMp Ha. 21 0.00 0.00 0.00 0.00 0.00 0.00

ty laxzg.k lajpuk,sa No. 4 0.00 0.00 0.00 0.00 0.00 0.00

okfudh Ha. 21 0.00 0.00 0.00 0.00 0.00 0.00

Mªsust ykbZu VªhVesUV

,uhdV No. 6.45 6.00 38.70 23.22 15.48 38.70 0.00 0.00

ywt LVksu pSd Mse No. 0.3 117.00 35.11 21.07 14.04 35.11 0.00 0.00

ty laxzg.k lajpuk,sa No. 3.37 2.00 6.65 3.99 2.66 6.65 0.00 0.00

feV~Vh ds pSd Mse No. 0.2 43.00 8.60 5.16 3.44 8.60 0.00 0.00

Hkw ty iquZHkj.k lajpkuk,sa 2 4.00 16.00 10.40 5.60 16.00

;ksx [k 491.40 298.22 168.58 491.40 126.34 25.04

v/;k;&4

Cost in

PD

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

xfrfof/kokj ykxr dk lkjka'k

xfrfof/k bZdkbZ bZdkbZ ykxr

ifj;kstuk ls ykxr

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

49

( x ) 87.75 Lacs

mRiknu xfrfof/k;ka 10-20% WDF

Qynkj ikS/kksa dk jksi.k Ha. 0.3 10 3.00 1.95 1.05 3.00 0.62 0.46

okfudh ikS/kksa dk jksi.k Ha. 0.3 10 3.00 1.95 1.05 3.00 0.62 0.46

fLizaDyj@fMªi Unit 0.3 10 3.00 0.75 2.25 3.00 0.62 0.46

Vkadks ij ikS/kkjksi.k No. 0.3 18 5.40 3.51 1.89 5.40 1.12 0.81

Ik'kq fpfdRlk f'kfoj No. 0.24 20 4.80 0.00 4.80 4.80 0.99 0.00

lfCt;ksa dh [ksrh 0.025 295 7.40 4.44 2.96 7.40 1.54 1.11

Qly izn'kZu 0.05 519 25.95 0.00 25.95 25.95 5.42 3.90

vkS"k/kh; iks/kkSa dh [ksrh 0.3 20 6.00 0.00 6.00 6.00 1.22 0.91

oehZ dEiksLV 0.3 16 4.80 0.00 4.80 4.80 0.99 0.73

pkjk dqV~Vh e'khu 0.3 21 6.30 0.00 6.30 6.30 1.32 0.73

Ik'kqvksa ds fy;s Bk.k 0.1 151 15.10 0.00 15.10 15.10 3.14 2.27

Vªªsfol ,oa lh,uth tkj vkfn 0.25 4 1.00 0.00 1.00 1.00 0.21

lkWaM ,oa ikMk 0.5 4 2.00 0.00 2.00 2.00 0.41mRiknu xfrfof/k;ka dk ;ksx x 87.75 12.60 75.15 87.75 18.22 12.75

(?k ) 78.98 Lacs

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ No.

0.25 198 49.23 0.00 49.23 49.23 19.00 0.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ No.

0.25 31 7.75 0.00 7.75 7.75 0.75 0.00

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ No.

2 11 22.00 0.00 22.00 22.00 16.00 0.00

;ksx vkthfodk xfrfof/k;ka78.98 0.00 78.98 78.98 35.75 0.00

M- lesdu 26.32 26.32 0.00 26.32 26.32 0.00 0.00

QysDlh Q.M 97.50 97.50 0.00 97.50 97.50 0.00 0.00

dqy ;ksx 975.00 310.82 639.58 975.00 180.31 37.79

WD&SC P.S. Baori

Assistant Engineer, PIA Project Manager, WCDC


mRiknu xfrfof/k;ka (9%)

vkthfodk xfrfof/k;ka

50


ifj;kstuk dk {ks=Qy% 6500 gS- ifj;kstuk dh ykxr% : 975 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;iz'kklu 9% 87.75 87.75 13.16 17.55 21.94 17.55 17.55 87.75

izcks/ku 0.9% 8.77 8.77 0.88 1.76 2.63 1.76 1.74 8.77

ewY;kadu 0.9% 8.77 8.77 1.76 1.76 1.76 1.76 1.73 8.77

izos'k fcUnq xfrfof/k 3.60% 35.10 35.10 26.33 8.77 35.10

izf'k{k.k ,oa n{krk fuekZ.k 4.5% 43.88 43.88 17.55 8.78 8.78 4.39 4.38 43.88

foLr`r ifj;kstuk izfrosnu 0.9% 8.78 8.78 8.78 8.78

;ksx d 193.05 193.05 0.00 0.00 0.00 0.00 0.00 193.05

([k)

feV~Vh ds caM Ha 128 0.37 47.36 47.36 23.00 8.46 37.00 13.53 34.00 12.7 34.00 12.67 128.00 47.36

Vkadk No. 167 1.6 267.20 267.20 30.00 47.71 48.00 76.34 45.00 71.64 44.00 71.51 167.00 267.20

[kfMu e; osLVfo;j No. 4 3.07 12.28 12.28 1.00 2.19 1.00 3.51 1.00 3.29 1.00 3.29 4.00 12.28

rV LFkjhdj.k@iSjhQsjy caM@ijdksys'ku VsadNo. 7 1 7.00 7.00 1.00 1.25 2.00 2 2.00 1.88 2.00 1.87 7.00 7.00

pkjkxkg fodkl Ha. 21 12.5 52.50 52.50 4.00 9.38 6.00 15 6.00 14.08 5.00 14.04 21.00 52.50

oh&fMp Ha. 21 0.00 0.00 4.00 0 6.00 0 6.00 0 5.00 0 21.00 0.00

ty laxzg.k lajpuk,sa No. 4 0.00 0.00 1.00 0 1.00 0 1.00 0 0.00 0 3.00 0.00

okfudh Ha. 21 0.00 0.00 4.00 0 6.00 0 6.00 0 5.00 0 21.00 0.00

Mªsust ykbZu VªhVesUV 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

,uhdV No. 6 6.45 38.70 38.70 1.00 6.91 2.00 11.06 2.00 10.38 1.00 10.35 6.00 38.70

ywt LVksu pSd Mse No. 117 0.30 35.11 35.11 21.00 6.27 33.00 10.03 31.00 9.41 32.00 9.4 117.00 35.11

ty laxzg.k lajpuk,sa No. 2 3.37 6.65 6.65 0.00 1.19 1.00 1.9 1.00 1.78 0.00 1.78 2.00 6.65

feV~Vh ds pSd Mse No. 43 0.2 8.60 8.60 8.00 1.54 12.00 2.46 12.00 2.31 11.00 2.29 43.00 8.60

Hkw ty iquZHkj.k lajpkuk,sa 8 2 16.00 16.00 1.00 2.86 2.00 4.57 2.00 4.29 3.00 4.28 8.00 16.00

;ksx [k 491.40 491.40 87.76 140.40 131.76 131.48 491.40

cost

include in

PD


Natural resource management(50.4%)

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ ;ksx


ek=k dqy ykxr

okf"kZd dk;Z ;kstuk

ifj;kstuk jkf'k ls ykxr

izFke o"kZ izkjfEHkd xfrfof/k;ka


51

ifj;kstuk dk uke % tks/kiqj 69 ia-l- ckoMh ftyk % tks/kiqj( x ) Production System (9%)

Qynkj ikS/kksa dk jksi.k Ha. 10 0.30 3.00 3.00 2.00 0.6 4.00 1.05 3.00 1.05 1.00 0.3 10.00 3.00

okfudh ikS/kksa dk jksi.k Ha. 10 0.30 3.00 3.00 2.00 0.6 4.00 1.05 3.00 1.05 1.00 0.3 10.00 3.00

fLizaDyj@fMªi 10 0.30 3.00 3.00 2.00 0.6 4.00 1.05 3.00 1.05 1.00 0.3 10.00 3.00

Vkadks ij ikS/kkjksi.k No. 18 0.30 5.40 5.40 4.00 1.08 6.00 1.89 6.00 1.89 2.00 0.54 18.00 5.40

Ik'kq fpfdRlk f'kfoj No. 20 0.24 4.80 4.80 4.00 0.96 7.00 1.68 7.00 1.68 2.00 0.48 20.00 4.80

lfCt;ksa dh [ksrh No. 296 0.03 7.40 7.40 59.00 1.48 104.00 2.6 104.00 2.6 29.00 0.72 296.00 7.40

Qly izn'kZu No. 519 0.05 25.95 25.95 104.00 5.19 182.00 9.11 182.00 9.11 51.00 2.54 519.00 25.95

vkS"k/kh; iks/kkSa dh [ksrh No. 20 0.30 6.00 6.00 4.00 1.2 7.00 2.11 7.00 2.11 2.00 0.58 20.00 6.00

oehZ dEiksLV No. 16 0.30 4.80 4.80 3.00 0.96 6.00 1.68 6.00 1.68 1.00 0.48 16.00 4.80

pkjk dqV~Vh e'khu No. 21 0.30 6.30 6.30 4.00 1.26 7.00 2.21 7.00 2.21 3.00 0.62 21.00 6.30

Ik'kqvksa ds fy;s Bk.k No. 151 0.10 15.10 15.10 30.00 3.02 53.00 5.3 53.00 5.3 15.00 1.48 151.00 15.10

Vªªsfol ,oa lh,uth tkj vkfn No. 4 0.25 1.00 1.00 1.00 0.2 1.00 0.35 1.00 0.35 1.00 0.1 4.00 1.00

lkWaM ,oa ikMk No. 4 0.50 2.00 2.00 1.00 0.4 1.00 0.7 1.00 0.7 1.00 0.2 4.00 2.00

mRiknu xfrfof/k;ka dk ;ksx x 87.75 17.55 30.78 30.78 8.64 87.75

Production measures for arable land

52


Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ No. 197 0.25 49.23 49.23 33.00 8.21 77.00 19.16 77.00 19.16 10.00 2.7 197.00 49.23

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ No. 31 0.25 7.75 7.75 5.00 1.29 12.00 3.02 12.00 3.02 2.00 0.42 31.00 7.75

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ No. 11 2.00 22.00 22.00 2.00 3.67 4.00 8.56 4.00 8.56 1.00 1.21 11.00 22.00

;ksx vkthfodk xfrfof/k;ka 78.98 78.98 13.17 30.74 30.74 4.33 78.98

M- lesdu 26.32 26.32 26.32 26.32

QysDlh Q.M 97.50 97.50 29.25 29.25 39 97.50

dqy ;ksx 975.00 0.00 0.00 0.00 0.00 0.00 975.00

Project Manager, WCDC


Assistant Engineer, PIA

WD&SC P.S. Baori

Livelihood System 8.1%

53


ifj;kstuk dk {ks=Qy% 6500 gS- ifj;kstuk dh ykxr% : 975 yk[k 180.3 yk[k

(d)

HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh; HkkSfrd foRrh;iz'kklu 10% 0.00 0.00 0.00 0.00 0.00 0.00 0.00

izcks/ku 1% 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ewY;kadu 1% 0.00 0.00 0.00 0.00 0.00 0.00 0.00

izos'k fcUnq xfrfof/k 4% 0.00 0.00 0.00

izf'k{k.k ,oa n{krk fuekZ.k 5% 0.00 0.00 0.00 0.00

foLr`r ifj;kstuk izfrosnu 1% 0.00 0.00 0.00

;ksx d 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(B)

feV~Vh ds caM Ha 42.57 0.37 15.75 9 3.15 9 3.15 9 3.15 9 3.15 9 3.14 45 15.75

Vkadk No. 55.53 1.6 88.85 11 17.77 11 17.77 11 17.77 11 17.77 11 17.77 55 88.85

[kfMu e; osLVfo;j 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

rV LFkjhdj.k@iSjhQsjy caM@ijdksys'ku VsadNo. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

pkjkxkg fodkl Ha. 11 12.5 21.74 2 4.35 2 4.35 2 4.35 2 4.35 2 4.34 10 21.74

oh&fMp Ha. 11 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

ty laxzg.k lajpuk,sa No. 2.2 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

okfudh Ha. 11 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

Mªsust ykbZu VªhVesUV 0

,uhdV No. 0 7.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

ywt LVksu pSd Mse No. 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

ty laxzg.k lajpuk,sa No. 0 3.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

feV~Vh ds pSd Mse No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

Hkw ty iquZHkj.k lajpkuk,sa 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

;ksx [k 126.34 25.27 25.27 25.27 25.27 25.25 126.34

f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ izkjfEHkd xfrfof/k;ka


Natural resource management(56%)


ek=k dqy ykxr iape o"kZ ;ksxifj;kstuk jkf'k

ls

izFke o"kZ

dUotsZal okf"kZd dk;Z ;kstuk

dUotsZal dh ykxr


cost

include

in PD

54

ifj;kstuk dk uke % tks/kiqj 69 ia-l- ckoMh ftyk % tks/kiqj( x )

Qynkj ikS/kksa dk jksi.k Ha. 2.07 0.30 0.62 0 0.12 0 0.12 0 0.12 0 0.12 0 0.14 0 0.62

okfudh ikS/kksa dk jksi.k Ha. 0.48 1.30 0.62 0 0.12 0 0.12 0 0.12 0 0.12 0 0.14 0 0.62

fLizaDyj@fMªi no. 2.07 0.30 0.62 0 0.12 0 0.12 0 0.12 0 0.12 0 0.14 0 0.62

Vkadks ij ikS/kkjksi.k No. 3.73 0.30 1.12 1 0.22 1 0.22 1 0.22 1 0.22 1 0.24 5 1.12

Ik'kq fpfdRlk f'kfoj No. 4.13 0.24 0.99 1 0.20 1 0.20 1 0.20 1 0.20 1 0.19 5 0.99

lfCt;ksa dh [ksrh No. 61.6 0.03 1.54 12 0.31 12 0.31 12 0.31 12 0.31 12 0.30 60 1.54

Qly izn'kZu No. 108.4 0.05 5.42 22 1.08 22 1.08 22 1.08 22 1.08 22 1.10 110 5.42

vkS"k/kh; iks/kkSa dh [ksrh No. 4.07 0.30 1.22 1 0.24 1 0.24 1 0.24 1 0.24 1 0.26 5 1.22

oehZ dEiksLV No. 3.3 0.30 0.99 1 0.20 1 0.20 1 0.20 1 0.20 1 0.19 5 0.99

pkjk dqV~Vh e'khu No. 4.4 0.30 1.32 1 0.26 1 0.26 1 0.26 1 0.26 1 0.28 5 1.32

Ik'kqvksa ds fy;s Bk.k No. 31.4 0.10 3.14 6 0.63 6 0.63 6 0.63 6 0.63 6 0.62 30 3.14

Vªªsfol ,oa lh,uth tkj vkfn No. 0.84 0.25 0.21 0 0.04 0 0.04 0 0.04 0 0.04 0 0.05 0 0.21

lkWaM ,oa ikMk No. 0.82 0.50 0.41 0 0.08 0 0.08 0 0.08 0 0.08 0 0.09 0 0.41

Lo;a lgk;rk lewgksa dks ns; ijkdze fuf/k ¼de ls de 60 izfr'kr½ No. 76 0.25 19.00 15 3.80 15 3.80 15 3.80 15 3.80 15 3.80 75 19.00

O;fDrxr m|fe;ksa dks ns; ijkdze fuf/k ¼vf/kdre 10 izfr'kr½ No. 3 0.25 0.75 1 0.15 1 0.15 1 0.15 1 0.15 1 0.15 5 0.75

QSMjs'ku@m|eh Lo;a lgk;rk lewgksa dks ns; vuqnku jkf'k ¼vf/kdre 30 izfr'kr½ No. 8 2.00 16.00 2 3.20 2 3.20 2 3.20 2 3.20 2 3.20 10 16.00

;ksx vkthfodk xfrfof/k;ka 53.97 10.77 10.77 10.77 10.77 10.89 53.97

M- lesdu 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

dqy ;ksx 180.31 36.04 36.04 36.04 36.04 36.14 180.31

NA NA NA NA NA

Livelihood System 9%

Assistant Engineer, PIA Project Manager, WCDC

WD&SC P.S. Baori WD&SC.Distt. Jodhpur

Production System (10%)

Production measures for arable land

55

v/;k;&6

vk’kkfUor ifj.kke

1 2 3 4 5 6

dz-la- fooj.k bZdkbZ Ikfj;kstuk ls iwoZ dh fLFkfr

Ikfj;kstuk ds i'pkr dh vk’kkfUor fLFkfr

fVIi.kh

1 Hkw ty dh fLFkfr ¼ Hkw ty dhs xgjkbZ ½ ehVj 160 155

2 Uk;s@ejEEr dh xbZ Hkw ty lajpuk,sa Lak[;k 34 196

3 ihus ds ikuh dh xq.koRrk o.kZu djsa Hkw ty ihus yk;d ugh

ihus yk;d Hkw ty iwuZHkj.k ls

4 ihus ds ikuh dh miyC/krk o.kZu djsa vi;kZIr Ik;kZIr Hkw ty iwuZHkj.k ls

5 flapkbZ {ks=Qy esa ifjorZu gSDVs;j 683 820

6 Qly @Hkwfe mi;ksx esa ifjorZu Change in

cropping/ land use pattern

o.kZu djsa

7 d`f"k {ks= vUrxZr {ks=Qy gSDVs;j

I ,dy Qly vUrxZr {ks=Qy gSDVs;j 3203 3850

Ii f}&Qly vUrxZr {ks=Qy gSDVs;j 683 820

56

Iii cgq&Qly vUrxZr {ks=Qy gSDVs;j 0 50

8 cqokbZ {ks=Qy esa ifjorZu gSDVs;j 3886 4720

9 eq[; Qlyksa dh mRikndrk

cktjs dh mRikndrk fDoaVy@gS0 6.10 7.50

xsgwa dh mRikndrk fDoaVy@gS0 27.10 29.50

pus dh mRikndrk fDoaVy@gS0 - -

ljlkSa dh mRikndrk fDoaVy@gS0 15.00 18.00

10 production of

major crops of

area

cktjs dk mRiknu eSfVªd Vu 1171 1732

xsgwa dh mRiknu eSfVªd Vu 948.5 1239

pus dh mRiknu eSfVªd Vu - -

ljlkSa dh mRiknu eSfVªd Vu 250.5 345.5

11 lfCt;ksa dh [ksrh vUrxZr {ks=Qy gSDVs;j 0 74

12 m|kfudh vUrxZr {ks=Qy gSDVs;j 0

13 tykm ydM+h mRiknu vUrxZr {ks=Qy gSDVs;j 0 25

57

14 pkjk mRiknu vUrxZr {ks=Qy gSDVs;j 0 25

15 pkjk mRiknu eSfVªd Vu 10195 14979

16 nqX/k mRiknu yhVj@izfrfnu 12500 16250

17 Lkfdz; Lo;a lgk;rk lewgksa dh la[;k Lak[;k 5 197

18 O;fDrxr m|fe;ksa dh la[;k Lak[;k 10 31

19 izfr O;fDr @izfr o"kZ vk; :i;s yk[kksa esa 35000 45000

20 Ikyk;u djus okyksa O;fDr;ksa dh la[;k Lak[;k 795 0

21 Lo;a lgk;rk lewgksa ds QSMjs'ku dh la[;k Lak[;k 0 11

58

v/;k;&7 rduhdh fMtkbZu ,oa rdehus

izzzLrkfor xfrfof/k;ksa@ dk;ksZa ds rduhdh fMtkbZu ,oa rdehus layXu gSaA izzzLrkfor xfrfof/k;ksa@ dk;ksZa ds rdehuksa esa iapk;r lfefr Lrj dh njsa yh xbZ gSaA d`f"k mRiknu i)fr gsrq funs’kky; }kjk tkjh fn’kk funsZ’kksa dk ikyu fd;k x;k gSA i'kq fodkl laca/kh xfrfof/k;ksa gsrq i'kq ikyu foHkkx ds ukElZ @ funs’kky; }kjk tkjh fn’kk funsZ’kksa dk ikyu fd;k x;k gSA vkthfodk laca/kh xfrfof/k;ksa gsrq ifj;kstuk ds ukWElZ ukckMZ] jk"Vªh; xzkeh.k vkthfodk fe’ku@jktLFkku xzkeh.k vkthfodk ifj"kn ds fy;s x;s gSaA

59

DESIGN OF BUND IN ARABLE LAND TYPE-I

Name of Water Shed : Ummednagar (Jodhpur -69) IWMP Name of P.S. Baori

V.I = 0.305 (XS+Y)

0.305( 0.8 x 1+ 1.0)

V.I = 0.549

V.I Vertical interval

X= Rain Fall Factor 0.8

Y= Factor due to soil infiltration & Crop cover 1

S= Percent slope 1

He= (Rex VI)1/2

(50) 1/2

He= 0.549 Say 0.50 Cm.

He Depth of impounding

Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62

V.I Vertical interval 0.549

Total Height of Bund= 0.50 + 0.30 = 0.80 Cms

Top width of Bund = 0.35 Cms.

Bottom width of Bund = 2.75

Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height

2

X Section= ( 0.35+ 2.75)x .8

2

X Section= 1.24 Sqmt. 60

DESIGN OF EARTHEN BUND TYPE-II

Name of Water Shed : Ummednagar (Jodhpur -69) IWMP Name of P.S. Baori

V.I = 0.305 (XS+Y)

0.305( 0.8 x 2+ 1.0)

V.I = 0.793




S= Percent slope 2

He= (Rex VI)1/2

(50) 1/2

He= 0.723 Say 0.75 Cm.




Total Height of Bund= 0.75 + 0.45 = 1.20 Cms

Top width of Bund = 0.6 Cms.


Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height

2

X Section= ( 0.6 + 4.20)x 1.20

2

X Section= 2.88 Sqmt. 61

DESIGN OF EARTHEN BUND TYPE -III

Name of Water Shed : Jodhpur -69 (IWMP) Name of Block: Baori

V.I = 0.305 (XS+Y)

0.305( 0.8 x 3+ 1.)

V.I = .946




S= Percent slope 3

He= (Rex VI)1/2

(50) 1/2

He= .946 Say 0.95Cm.




Total Height of Bund= 0.95 + 0.55 = 1.50 ms

Top width of Bund = 0.75 ms.


Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height/ 2 X Section= ( 0.75+ 5.25)x

1.50

2

X Section= 4.50 sqmt. Say 4.50 sqmt. 62

CROSS SECTION OF EARTHAN BUND TYPE I

0.35 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5.:1 0.80 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 2.75

0.3

4.14 (All Measurement in Meter)

Cross Sec.= ((2.75+0.35))x0.80 2

= 1.24 Sqm

63

CROSS SECTION OF EARTHAN BUND TYPE - II

0.60 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5:1 1.20 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 4.20

0.30

9.6 All Measurement in Meter) Cross Sec.= ((4.20+0.60))x1.20= 2.88 Say 2.88 sqmt.

2

Cross Sec.= 2.88 sqmt.

64

CROSS SECTION OF EARTHAN BUND TYPE - III

0.75 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ...................................................................... 1.5:1 1.50 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 5.25

0.30

15.00 (All Measurement in Meter)

Cross Sec.= ((5.25+0.75) /2)x1.50 = 4.50 Sqm

65

CROSS SECTION OF DITCH CUM BUND FENCINGH

..................... ..................... ......................

......................... ......................... .......................... ......................... ........................... ............................ ............................ ............................. .............................. ................................ ................................ ................................ .................................. ................................... .................................... .................................... ..................................... ...................................... .....................................

G.L 1.20 0.90

Cross Sec.= ((1.50+0.0.90) )x1.20 2

= 1.44 Sqm

66

CROSS SECTION OF L.S.C.D

1.00 1:1 1.0 0.45 Ground Level

2.45

Cross Sec.= ((1.00+2.00) /2)x1.00 = 1.50 Sqm

67

CROSS SECTION OF CONTOUR FURROW

............... ..................... ......................... ............................. ............................... ................................ ................................. .................................

G.L 0.30

Cross Sec.= 1/2x0.60x0.30

= 0.09 sqm.

68

1 tyxzg.k dk uke %& vkbZ- MCY;w- ,e- ih-] tks/kiqj 69] mEesnuxj

2 iapk;r lfefr %& vksfl;k

3 ykHkkfUorksa dh la[;k %& tyxzg.k tks/kiqj 69 mEesnuxj

4 dk;Z dk izdkj %& vnZu LV~Dpj cukus dk dk;Z

5 LFkku dk uke %&

6 dqy yEckbZ %&

7 dqy ykxr %& 37400.00 :

8 Je ?kVd %& 36300.00 :

9 lkexzh ?kVd %& 0.00 :

10 3% fofo/k en %& 1100.00 :

11 vizos'; lrg dh xgjkbZ %& 0-50 ehVj

12 vkSlr o"kkZ %& 300 eh-eh-

13 vf/kdre o"kkZ %& 500 eh-eh-

14 U;wure o"kkZ %& 22 eh-eh-

233.5 Meter

SUMMARY 0F WATER POND & HUT

dk'rdkjksa ds [ksr esa vnZu c.M dk dk;Z

69

: vnZu LV~Dpj cukus dk dk;Z

: vkbZ- MCY;w- ,e- ih-] tks/kiqj 69] mEesnuxj


S.No. Item Length Breadth Height Quantity

1

90.00 6.00 540.00

2

90.00 (0.4+3.1) /2 0.90 141.75

: vnZu LV~Dpj cukus dk dk;Z



S.N. Item Quantity Unit Rate Amount

1

2

141.75 cum. 104.00 14742.00

15552.00

16018.6

c.M dh dqy yEckbZ

ykxr ij 100 ehVj

vr% dk;Z dh dqy ykxr

yk[k :

yk[k :

tyxzg.k dk uke

lk?kkj.k txay dafVx dk dk;Z e; >kfM ?kkl

bR;kfn c.M ds mij lsA

feV~Bh dk cka/k cukus dk dk;Z ^ feV~Vh [kqnkbZ

,ao 15&15 ls-eh- ijrksa esa dqVkbZ djkuk bR;kfn

lfgr

ABSTRACT ESTIMATE

0.160

0.374

vnZu LVz~DpjDETAIL ESTIMATE

dk;Z dk uke

;kstuk

dk;Z dk uke

;kstuk

tyxzg.k dk uke

lk?kkj.k txay dafVx dk dk;Z e; >kfM ?kkl

bR;kfn c.M ds mij lsA

vnZu LVz~Dpj

feV~Bh dk cka/k cukus dk dk;Z ^ feV~Vh [kqnkbZ

,ao 15&15 ls-eh- ijrksa esa dqVkbZ djkuk bR;kfn

lfgr

Add 3.0% contingency charges

Grand total

233.50

Say Rs. 0.16 lacs per 100 meter

Total

466.56

ehVj

70

0.4

1.5:1 1.5:1 0.90

tehu ry

0.30 3.1

0.30

5.27

c.M dk Øk&lsD'ku Ú ( ( 3.1 + 0.4 ) / 2 ) X 0.9

= 1.58 Sqm

8.67 meter

vnZu c.M dk Økl&lsD'ku

vkbZ- MCY;w- ,e- ih-] tks/kiqj 69] mEesnuxj

¼Ldsy ds vuqlkj ugha ½

¼lHkh uki ehVj esa ½

71

{kS=Qy% 21 gSDVs;j 21-00

Je dqy Je dqy1

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-

Lr-nj-vuq-½3530.00 ehVj 0.8 0.80 2824.00 2824.00

2 uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h

dk [kqnkbZ djuk] ry dks dwVuk] ikuh

Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj

fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks

iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks

50 ehVj nwjh rd fuLrkj.k djukA

l[r feV~Vh esaA [kkbZ gsrq5083.20 ?k-eh- 113 113.00 574401.60 574401.60

3 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 10500.00 ehVj 0.7 0.70 7350.00 7350.00

4 okfudh chtksa dh jkf'k 50.00 fd-xzk - 60.00 3000.00

5

;ksx 584575.60 587575.60

;ksx 587575.60

tksMk 4% dUVkstsUlh 23503.02

;ksx 611078.62

ykxr Je Hkkx 584575.60

ykxr lkexzh Hkkx 26503.02

dqy ;ksx 611078.62

ykxr rdehuk

nj jkf'k

dk;Z dk uke&pjkxkg Hkwfe ij [kkbZ Qsaflax

Ø-la-

fooj.k ek=k bdkbZ

uke ty xzg.k {k= % mEesnuxj

72

1 270

Je dqy Je dqy1

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-

Lr-nj-vuq-2013½540.00 ehVj 0.80 0.80 432.00 432.00

2

feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15

lseh ijr esa Mkyuk] <syksa dks rksMuk]

?kkl&ikr rFkk dadj chudj vyx djuk rFkk

feV~Vh dh njslh djuk 1-5 eh0 mBkuk rFkk 50

ehVj nwjh ds fy,A dBksj feV~Vh esa feV~Vh dh

dqVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-

nj-vuq-2013½334.80 ?k-eh- 104.00 104.00 34819.20 34819.20

3 /kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks

ykbZuksa esa ¼ft-Lr-nj-vuq-2013½ 810.00 ehVj 0.70 0.70 567.00 567.00

4 /kkeu ?kkl cht 1.00 fd-xzk - 250.00 250.00

;ksx 35818.20 36068.20


;ksx 37150.25



dqy ;ksx 37150.25

Say 37000.00

bdkbZ

uke ty xzg.k {ks=& mEenuxj dk;Z dk uke& d`f"k Hkwfe ij

ykxr rdehuk

nj jkf'k Ø-la-

fooj.k ek=k

73

1.00 108.00

Je dqy Je dqy1

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-Lr-nj-vuq-2010i`-la025 dz-la- 182½

216.00 ehVj 0.8 0.80 172.80 172.80

2

feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa dks rksMuk] ?kkl&ikr rFkk dadj chudj vyx djuk rFkk feV~Vh dh njslh djuk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh ds fy,A dBksj feV~Vh esa feV~Vh dh dqVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj

311.04 ?k-eh- 113 113.00 35147.52 35147.52

3

/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-vuq-2010i`-la020 dz-la- 129½

324.00 ehVj 0.7 0.70 226.80 226.80


;ksx 35547.12 35797.12

tksMk 3 % dUVkstsUlh 1073.91

;ksx 36871.03



dqy ;ksx 36871.03

Say 37000.00

uke ty xzg.k {ks=&mEesnuxj dk;Z dk uke& d`f’k Hkwfe ij osthVsfVo cUM

ykxr rdehuk

nj jkf'k Ø-la-

fooj.k ek=k bdkbZ

74

1 70

Je dqy Je dqy1

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-Lr-nj-vuq-

140.00 ehVj 0.8 0.80 112.00 112.00

2

feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa dks rksMuk] ?kkl&ikr rFkk dadj chudj vyx djuk rFkk feV~Vh dh njslh djuk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh ds fy,A dBksj feV~Vh esa feV~Vh dh dqVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj

315.00 ?k-eh- 113 113.00 35595.00 35595.00

3 /kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-vuq-½ 210.00 ehVj 0.7 0.70 147.00 147.00


;ksx 35854.00 36104.00

tksMk 4 % dUVkstsUlh 1083.12

;ksx 37187.12



dqy ;ksx 37187.12

Say 37000.00

uke ty xzg.k {ks=&meesnuxj dk;Z dk uke& d`f"k Hkwfe ij osthVsfVo cUM

ykxr rdehuk

nj jkf'k Ø-la-

fooj.k ek=k bdkbZ

75

Je dqy Je dqy

145x45x45 lseh- eki ds xM~Ms djuk dBksj

feV~Vh 400 xM~Ms@gSDVj

¼ft-Lr-nj-vuq-

100 la[;k 7.50 7.50 750.00 750.00

2 ikS/ks jksi.k djuk

¼ft-Lr-nj-vuq-2013 100 la[;k 3.70 3.70 370.00 370.00

3

ikS/kksa dh dher 110 la[;k - 10.00 - 1100.00

4 ikS/kksa dk ifjogu ikS/ks HkjkbZ ,oa [kkyh djkbZ

lfgr 5 fd0eh- nwjh rd ds fy, 110

la[;k@1

000- 908.21 99.90

5

ikS/ks jksi.k ds le; Mh,ih Mkyuk 3 fd-xzk- - 10.00 - 30.00

6 nhed fu;U=.k gsrq ,UMksalYQku 4% pw.kZ 10 fd-xzk- - 12.00 - 120.00

;ksx 1141.00 2490.90

;ksx 2490.90


;ksx 2565.63

ykxr Jke Hkkx 1141.00

ek=k bdkbZ

MODEL ESTIMATEuke ty xzg.k {ks=& mEesnuxj dk;Z dk uke&d`f"k Hkwfe ij okfudh ikS/kkjksi.k

nj jkf'k Ø-la-

fooj.k

ikS/kks dh la[;k% 100

76

Je dqy Je dqy

1uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h

dk [kqnkbZ djuk] ry dks dwVuk] ikuh

Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj

fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks

iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks

50 ehVj nwjh rd fuLrkj.k djukA

l[r]fpduh]

10.80 ?k-eh 113.00 113.00 1220.40 1220.40

2flaxy lqij QkLQsV 150.00 fd-xzk- - 4.00 - 600.00

3;wfj;k 30.00 fd-xzk- 6.00 - 180.00

4 dYpj iSfdaV 3.00 la[;k - 20.00 - 60.00

;ksx 1220.40 2060.40

;ksx 2060.40




dqy ;ksx 2122.21

Say 2100.00

ykxr rdehuk

nj jkf”k

dk;Z dk uke & dEiksLV fiV ;wfuV Ø-la-

fooj.k ek=k bdkbZ

77

{kS=Qy% 50 gSDVjØ-la- fooj.k

1 , Qsze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa leksPp js[kk ij ys vkmV dk dk;Z

2 Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-vuq-2010i`-la0 25 dz-la- 182½

3 uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h dk [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj nwjh rd fuLrkj.k djukAl[r]fpduh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5dz-la- 2c½

4

cht cqokbZ cuk;s x;s fjt ij 5

cht dh ek=k ¼/kke.k½

40000ehx1/2x0.60x0.30=3600

40000 eh-

40000 eh- @ 1 fd-xzk-@100 ehVj=400

40000 eh-

foLr`r rdehukuke ty xzg.k {ks=& tks/kiqj&69 (I.W.M.P) dk;Z dk uke&vd`f"k Hkwfe ij dUVwj QjksZ

xzke iap;r dk uke % Hkokn

y-xpkS-xx- = dqy ek=k

50 gSDV;j @ 800eh0@gSDVs;j=40000eh0

78

{kS=Qy% 50 gSDVj10 gS-

Je dqy Je dqy1 , Qsze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky

esa leksPp js[kk ij ys vkmV dk dk;Z

16000 eh- 0.85 0.85 13600.00 13600.00


32000 eh- 0.80 0.80 25600.00 25600.00

3 uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h dk [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj nwjh rd fuLrkj.k djukAl[r]fpduh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-nj-vuq-2013i`-la0 5 dz-la- 2c½

1440 ?k-eh- 113.00 113.00 162720.00 162720.00

4

cht cqokbZ cuk;s x;s fjt ij 16000 eh- 0.70 0.70 11200.00 11200.00

5cht dh ek=k ¼/kke.k½

160 fd-xzk- - 250.00 - 40000.00

;ksx 213120.00 253120.00

;ksx 253120.00


;ksx 260713.60



dqy ;ksx 260713.60

Say 260713.60

ykxr rdehukuke ty xzg.k {ks=& tks/kiqj&69 (I.W.M.P) dk;Z dk uke&vd`f"k Hkwfe ij dUVwj QjksZ

xzke iapk;r dk uke % Hkokn

jkf'k” Ø-la-fooj.k ek=k bdkbZ

nj

79

{kS=Qy% 50 gSDVj10 gSØ-la- fooj.k

1 , Qsze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa leksPp js[kk ij ys vkmV dk dk;Z


3 uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h dk [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj nwjh rd fuLrkj.k djukAl[r]fpduh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5dz-la- 2c½

4

cht cqokbZ cuk;s x;s fjt ij 5

cht dh ek=k ¼/kke.k½

foLr`r rdehukuke ty xzg.k {ks=& tks/kiqj&69 (I.W.M.P) dk;Z dk uke&vd`f"k Hkwfe ij dUVwj QjksZ

xzke iap;r dk uke % mEesnuxj

y-xpkS-xx- = dqy ek=k

10 gSDV;j @ 1600eh0@gSDVs;j=16000eh0

16000 eh-

16000ehx1/2x0.60x0.30=3600

16000 eh-

16000 eh- @ 1 fd-xzk-@100 ehVj=160

80

{kS=Qy% 50 gSDVj10

Je dqy Je dqy1 , Qsze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky

esa leksPp js[kk ij ys vkmV dk dk;Z

16000 eh- 0.85 0.85 13600.00 13600.00


32000 eh- 0.80 0.80 25600.00 25600.00

3 uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h dk [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj nwjh rd fuLrkj.k djukAl[r]fpduh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-nj-vuq-2013i`-la0 5 dz-la- 2c½

1440 ?k-eh- 113.00 113.00 162720.00 162720.00

4

cht cqokbZ cuk;s x;s fjt ij 16000 eh- 0.70 0.70 11200.00 11200.00

5cht dh ek=k ¼/kke.k½ 160 fd-xzk- - 250.00 - 40000.00

;ksx 213120.00 253120.00

;ksx 253120.00


;ksx 260713.60



dqy ;ksx 260713.60

Say 260713.60

ykxr rdehukuke ty xzg.k {ks=& tks/kiqj&69 (I.W.M.P) dk;Z dk uke&vd`f"k Hkwfe ij dUVwj QjksZ

jkf'k”

xzke iap;r dk uke % mEesnuxj Ø-la-

fooj.k ek=k bdkbZnj

81

Name of work - Mini Percolation Tank (MPT) Length 90.0 M. 90Sr.

No. Description of Item Unit No. Length B/W H/D Quantity

Net

Quantity Remarks

1 Lay out/ Dag belling 5 to 7 cm deep (GKN 2014 Item No. 131 Page No. 14) RM 2 90.00 0.00 0 180.00 180.00

2 Clearance of Jangle including cutting of shrubs (GKN 2014 Item No. 80 Page No. 9) Sqm 1 90.00 20.00 0 1800.00 1800.00

3 Benching base and depositing the excavated material including dressing etc. complete with lead 30 M.and lift 1.5 m. (BSR Water Resources Department 2014 Item No. 22 Page 17) Cum 1 90.00 As per item no 2 232.20 114.15

Average width as per fig.

1 to 4

4 Earth work in rough (borrow area) excavation for embankment in hard soil morrum or highly weathered strata dry or moist, including laying in 15 cm layers (before compaction and breaking of clods, sorting of grass, pebbles etc. and with initial lead of 50 m and lift up to 1.5 m (BSR Water Resources Department 2014 Item No.17 Page 16) Cum 846.40 846.40 Index No.

5 Compaction of earth by manually or plain roller (BSR Water Resources Department 2014 Item No.20 Page 17) Cum 846.40 846.40

6 Dressing of uneven embankment in required profile (BSR Water Resources Department 2014 Item No.25 Page 17) Sqm 100.82 100.82

Excavation including loading, unloading, disposal and dressing of excavated earth/rock within initial lead of 50 m and lift up to 1.5 in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect (BSR Water Resources Department 2014) 30.00 3.40 0.6 61.20

(a) Soil mix with kankar/ boulder, Morrum (70%) (Item no 1c page13) Cum 42.84 42.84 70% of the Qty. 61.2

(b) Soft/ Disintegrated rock (30%) (Item no 2a page13) Cum 18.36 18.36 30% of the Qty. 61.2

Detailed Estimate

As par Quantity No 4

Average quantity of area

7

MODEL ESTIMATE OF MINI Percolation Tank (MPT) Length 90.0 M.

82

Name of work - Mini Percolation Tank (MPT) Length 90.0 M.

Labour Material Total Labour Material Total

1 Lay out/ Dag belling 5 to 7 cm deep (GKN 2014 Item No. 131 Page No. 14) 100 RM 1.23 0.00 1.23 123.00 0.00 123.00 0.7

2 Clearings of Jangle including cutting of shrubs (GKN 2014 Item No. 80 Page No. 9) 1000 Sqm 1.70 0.00 1.70 1700.00 0.00 1700.00 10.2

3 Benching base and depositing the excavated material including dressing etc. complete with lead 50 M.and lift 1.5 m. (BSR Water Resources Department 2014 Item No. 22 Page 17) 232.20 Cum 0.00 65.00 65.00 0.00 15093.00 15093.00

4 Earth work in rough (borrow area) excavation for embankment in hard soil morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and with initial lead of 250 m and lift up to 1.5 m (BSR Water Resources Department 2014 Item No.17 Page 16) 846.40 Cum 0.00 70.00 70.00 0.00 59248.00 59248.00

5 Compaction of earth by mechanical equipment such as sheep foot roller/ pneumatic tyre roller to obtain dry density of at least 95% of standard proctor's density (BSR Water Resources Department 2014 Item No.20b(ii) Page 17) 846.40 Cum 0.00 18.00 18.00 0.00 15235.20 15235.20

6 Dressing of uneven embankment in required profile (BSR Water Resources Department 2014 Item No.25 Page 17) 100.82 sqm 9.30 0.00 9.30 937.63 0.00 937.63 5.6

7aExcavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5 in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect soil mixed with kankar/ boulders, Morrum (70%) (BSR Water Resources Department 2014 Item No.1c Page 13) 42.84 cum 0.00 73.00 73.00 0.00 3127.32 3127.32

7b

Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m and lift up to 1.5 in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Soft/Disintegrated rock (30%) (BSR Water Resources Department 2014 Item No.2a Page 13) 18.36 cum 0.00 99.00 99.00 0.00 1817.64 1817.64

Total 2760.63 94521.16 97281.79 16.50

3 % Contingency 2918.45

Grand Total 100200.24 16.50

Say 100000/-Cost of mini Percolation tank (90 m)

Description of Item

Quantit

y

Abstract of cost

Unit

Rate Amount

Man days

MODEL ESTIMATE OF MINI Percolation Tank (MPT) Length 90.0 M.

83

Detalied Measurement Sheet for Chainages Item No 2 For 90 m Length

Chainages

Bund

Langth

Bund

Height

Side

Slopes

U/S

Side

Slopes D/S

Top Width

of Sund

Bottom

Width of

sund

Area of

C.S. of

Bund

Average

C.S. of

Bund

Qty of

Stripping

Qty of EWE

for Bund

formation

Ch0 0.90 1.5:1 1.5:1 2.00 4.70 3.015 3.015

10 m. 4.7 47.00 3.8575

CH 10 1.50 1.5:1 1.5:1 2.00 6.50 6.375 18.15 6.5 4.7

10 m. 7.42 74.20

CH 20 1.80 1.5:1 1.5:1 2.00 7.40 8.46 24

10 m. 9.23 92.30

CH 30 2.00 1.5:1 1.5:1 2.00 8.00 10 27.15

10 m. 10.83 108.30

CH 40 2.20 1.5:1 1.5:1 2.00 8.60 11.66 27.15

10 m. 11.66 116.60

CH 50 2.20 1.5:1 1.5:1 2.00 8.60 11.66 27.15

10 m. 11.66 116.60

CH 60 2.20 1.5:1 1.5:1 2.00 8.60 11.66 27.15

10 m. 11.66 116.60

CH 70 2.20 1.5:1 1.5:1 2.00 8.60 11.66 27.15

10 m. 10.06 100.60

CH 80 1.80 1.5:1 1.5:1 2.00 7.40 8.46 27.15

10 m. 7.42 74.20

CH 90 1.50 1.5:1 1.5:1 2.00 6.50 6.375 27.15

Total 90 232.2 846.40

84

Name of work :- vegetative Bund on Arable Land

Considerations

Proposed Area :- 1 Ha.

1. length of Mini Percolation Tank 90 m

2. Cross Section of the bund 50.41 Sqm.

3. Stylo Hemata/ Dhaman is used as vegetative barrier

L M Total L M Total1 2 3 4 5 6 7 8 9 10 11 12 13 14

(A) ADVANCE WORK

1 Dag belling 5.0 to 7.0 cm. deep

(GKN 2014 - 15 Item No. 131 page 14)2 100 0 0 200.00 mt. 1.21 0.00 1.21 242.00 0.00 242.00

(B) VEGETATIVE WORK 0

3 Supply of seed As per market rate 0

Dhaman 3.0 kg. 250.00 250.00 0 750.00 750.00

Stylo 3.0 kg. 68.00 68.00 0 204.00 204.00

Kumat/ caster 5.0 kg. 24.00 24.00 0 120.00 120.00

4 Sowing of Stylo/ Dhaman seed on bunds in two rows

(GKN 2014-15 Item No. 114 Page 130

5 Sowing of kumat/ caster seed on bunds in two rows

( GKN 2014-15 item 114, page 13)2 100 0 0 360.00 mt. 0.72 0 0.72 259.20 0 259.20

T O T A L 5655 1087.00 6731.02

Contingency 3 % 201.93

6932.95

Round off -2.95

Say ( Rs. Six Thousand Nine Hundred Thirty only) 6930.00

MODEL ESTIMATE OF MINI PERCOLATION TANK ( 90.0 Mts.)

Sr.

No.ITEM No. L B H Quantity Unit

Rate/Unit (Rs) Amount (Rs)

2Excavation in hard soil dry or moist including dressing &

disposal of excavated matereal with lead of 30 Mts & lift of

1.50 mt. width is taken item No. 6 of Dressing of Imbankment

(GKN 2014 Item No. 148 (B) page 15

1 100 50.41 102.00 5141.82 0.00 5141.820 50.41 cum 102.00 0.00

85

Quantity Amount Quantity Amount

1 Land Treatmeent Andosalphan 4 k.g 28/-kg. 25 700 12.5 350.0

2 Seed k.g 17.50/-kg. 125 2188 62.5 1093.8

3 Seed Treatment

(I) Deemak Control Clorofiorofas 20 E.C. M.L. 300LIT. 600 180 300.0 90.0

(II) Diecies due to seed Thairan gm. 0.20/-gm. 312.5 62.5 156.3 31.3

(B.) Calture

(I) Ajotovector Three packet is sufficient 10/Each 30 15.0

(II) P.S.B. Three packet is sufficient 10/Each 30 15.0

3 Fertilizer

(I) Nitrojan k.g 80 40.0

(II) Phosphoras k.g 35 17.5

(III) D.A.P. k.g 9.30/kg. 77 716 38.5 358.1

(IV) Urea k.g 5/kg. 146 730 72.8 365.0

4 Small element Zink Sulphate k.g 45/kg. 25 1125 12.5 562.5

5 Weed control

(I) 2-4, D (A.I.) M.L. 250/LIT. 500 125 250.0 62.5

6 Plant conservation

(I) Deemak Andosalfan 35EC LIT. 280/LIT. 2.5 700 1.3 350.0

6586 3293.0

Crop Demostration in Watershed Area

Demostration (0.%Ha.)Per HactorUnit RateTypeActivityS. No. Sp. Detail

TOTAL

Crop Name :- Wheat

Veraity:- Raj-3077 / Raj-4037 / H.I.-153

86 86-96 4 Particular Crop Demostration Estimate IWMP Jodhpur 69


1 Land Treatmeent Qnalphas 1.5% k.g 25/-kg 25 625 12.5 312.5

2 Seed k.g 31/kg. 80 2480 40.0 1240.0

3 Seed Treatment

(I) Jadgalan rog 6 gm Tikodarma 10 5.0

(B.) Calture

(I) Raijobium Calture Three packet is sufficient 10/Each 30 15.0

(II) PSM. Three packet is sufficient 10/Each 30 15.0

3 Fertilizer



(III) D.A.P. 9.30/kg. 88 818 44.0 409.2

(IV) Urea 5/kg. 186 930 92.8 465.0

4 Crop Conservation

(I) Katvarm Mithail Perathiya 2% mixture k.g 16/-kg. 25 400 12.5 200.0

(II) Phali chedak Melathiyan 5 % or Qnalfas 1.5% k.g 25/-kg. 25 625 12.5 312.5

5948 2974.0


Per Hactor Demostration (0.%Ha.)S. No. Activity Type Unit Rate

TOTAL

Crop Name :- Channa

Veraity:-Pratap Vhanna RSG -888



1 Land Treatmeent Andosalphan 4 k.g 28/-kg. 25 700 12.5 350.0

Zipsum k.g 250 500 125.0 250.0

2 Seed k.g 38/-kg. 4 152 2.0 76.0

3 Seed Treatment

(I) Menkojev 2gm/kg seed 400/-kg. 10 5.0

(B.) Calture

(I) PSM. Three packet is sufficient 10/Each 30 15.0


3 Fertilizer



(III) D.A.P. 9.30/kg. 66 613.8 33.0 306.9

(IV) Urea 5/kg. 121 605 60.7 302.5

4 Small element Sulphar powder gm. 10 40 400 20.0 200.03040.8 1520.0

RateTypeActivityS. No.

Crop Name :- MusteredVeraity :- Bio 902 / Vashundhara

TOTAL


Demostration (0.%Ha.)Per HactorSp. DetailUnit


QuantityAmount QuantityAmount

1 Land Treatmeent Andosalphan 4% Powder k.g 28/-kg. 25 700 12.5 350.0

2 Seed k.g 27/-kg. 20 540 10.0 270.0

3 Seed Treatment

(I) Tulasita Rog Ridomil M Z 4gm/kg seed gm. 80 120 40.0 60.0

(II) Deemak control 3 ml Andosalphan / kg seed 28/-kg. 25 12.5

(III) Thairam gm. 20/- 3 60 1.5 30.0

(B.) Calture

(I) Treated with azotovector calture 100 50.0

(II) Phosphoras Threepacket phashphovactin PSD 10/Each 30 15.0

(III) PSM. Threepacket phashphovactin PSD 10/Each 30 15.0

3 Fertilizer



(III) D.A.P. 9.30/kg. 66 614 33.0 306.9

(IV) Urea 5/kg. 121 605 60.7 302.5

4 Small element Difficiency of Zink k.g 45/-kg. 25 1125 12.5 562.5

5 Weed control Phlookalorin (A.I.) LIT. 180/-PKT. 600 108 300.0 54.0

4057 2028.0

Unit Rate

Per Hactor

Sp. Detail

Crop Name :- Macca

Veraity :- Pratap sankar macca 1/ Navjot

TOTAL


Demostration (0.%Ha.)

S. No. Activity Type


QuantityAmount QuantityAmount1 Land Treatment Mithail Perathiyan 2% powder k.g 16/-kg. 25 400 12.5 200.02 k.g 47/-kg. 15 705 7.5 352.53 Seed Treatment

(I) gm. 20 3 60 1.5 30.0

(B.) Calture(I) Phasphoras Threepacket phashphovactin PSD 10/Each 30 15.0(II) PSM. Threepacket phashphovactin PSD 10/Each 30 15.0

3 Fertilizer(I) Nitrojan k.g 10 5.0(II) Phosphoras k.g 30 15.0(III) D.A.P. 9.30/kg. 66 614 33.0 307.0(IV) Urea 5/kg. 141.2 705 70.6 352.5

4 Weed control Phlookalorin (A.I.) LIT. 500/-LIT. 1 500 0.5 250.03044 1522.0

Type Unit Rate Sp. Detail

TOTAL

Crop Name :- UradVeraity :- Krishana / T-9


Demostration (0.%Ha.)Per HactorS. No. Activity


QuantityAmount QuantityAmount1 Land Treatment Mithail Perathiyan 2% powder k.g 16/-kg. 25 400 12.5 200.02 Seed k.g 41/-kg. 15 615 7.5 307.5

(A.) Calture(I) PSM. Three packet is sufficient 10/Each 30 15.0(II) Raizibium Three packet is sufficient 10/Each 30 15.0

3 Fertilizer(I) Nitrojan kg. 10 5.0(II) Phosphoras kg. 30 15.0(III) D.A.P. 9.30/kg. 66 614 33.0 307.0(IV) Urea 5/kg. 141 705 70.6 352.5

2394 1197.0

RatePer Hactor

Sp. Detail

Crop Name :- MoongVeraity :- Pusha Beshakhi / Rmg -902

TOTAL



S. No. Activity Type Unit


QuantityAmount QuantityAmount1 Land Treatment Mithail Perathiyan 2% powder k.g 16/-kg. 25 400 12.5 200.0

Zipsum k.g 250 500 125.0 250.02 Seed k.g 127/-kg. 2 254 1.0 127.0

3 SSSeed Treatment

(I) Thairam gm. 20 3 60 1.5 30.0

(II)Jeevanu Angbhari Rog Esdeptocycline 10 lit Water gm. 35/-isdSV 2 70 1.0 35.0

(B.) Calture(I) Ajotovector Three packet is sufficient 10/Each 30 15.0(II) PSM. Three packet is sufficient 10/Each 30 15.0

3 Fertilizer(I) Nitrojan k.g 20 10.0(II) Phosphoras k.g 25 12.5(III) D.A.P. 9.30/kg. 55 512 27.5 256.0(IV) Urea 5/kg. 113.1 565 56.5 282.5

4 Weed control Alakalor (A.I.) k.g 1.5 100 0.8 50.02521 1261.0

Unit RatePer Hactor

Crop Name :- TilVeraity :- R T -46 / TC -25

TOTAL





QuantityAmount QuantityAmount1 Land Treatment Mithail Perathiyan 2% powder k.g 16/-kg. 25 400 12.5 200.0

Zipsum k.g 250 500 125.0 250.02 Seed k.g 200 12 2400 6.0 1200.0

3 SSSeed Treatment

(I) Thairam gm. 20 3 60 1.5 30.0

(II)Jeevanu Angbhari Rog Esdeptocycline 10 lit Water gm. 35/-isdSV 2 70 1.0 35.0

3 Fertilizer(I) Nitrojan k.g 20 10.0(II) Phosphoras k.g 25 12.5(III) D.A.P. 9.30/kg. 55 512 27.5 256.0(IV) Sulphur Kg 100 25 2500 12.5 1250.0(V) Urea kg 10 115 1150 57.5 575.0(VI) Zink sulphate Kg 250 4 1000 2.0 500.0(VII) Mancozeb kg 285 6 1710 3.0 855.0

4 Weed control Alakalor (A.I.) k.g 1.5 100 0.8 50.010402 5201.0

Unit Rate/kgPer Hactor Demostration (0.%Ha.)

TOTAL

Crop Demostration in Watershed AreaCrop Name :-Jeera

Veraity :- G.C.4



QuantityAmount QuantityAmount1 Land Treatment

2 Seed k.g 35/-kg. 15 525 7.5 262.5

3 Seed Treatment

(I) Angmaro Rog 250 ppm Agrimicin 60 563 281.5

(II) Thairam gm. 20 3 60 1.5 30.0

(B.) Calture

(I) Raizobium Calture Three packet is sufficient 10/Each 30 15.0


3 Fertilizer



(III) D.A.P. 9.30/kg. 88 818 44.0 409.0

(IV) Urea 5/kg. 189.6 950 94.8 475.0

4 Small element Zink Sulphate k.g 45/-kg. 25 1125 12.5 562.5

5 Weed Control 2-4 D Aster salt gm. 250/-kg. 500 125 250.0 62.5

4226 2113.0

Unit RateActivityS. No.

Crop Name :- GwarVeraity :- Durgapura Saphed / Pusha Navbahar

TOTAL


Demostration (0.%Ha.)Per HactorSp. DetailType


QuantityAmount QuantityAmount1 Land Treatmeent Andosalphan 4% Powder k.g 28/-kg. 25 700 12.5 350.02 Seed For seed k.g 26/-kg. 10 260 5.0 130.0

For Chara k.g 25 12.5

3 Seed Treatment

(I) Thairam gm. 20 3 60 1.5 30.0(II) Sulphar Powder gm. 4 400 2.0 200.0(B.) Calture(I) Azotovector Three packet is sufficient 10/Each 30 15.0(II) PSM. Three packet is sufficient 10/Each 30 15.0

3 Fertilizer(I) Nitrojan k.g 80 40.0(II) Phosphoras k.g 45 22.5(III) D.A.P. 9.30/kg. 99 920.7 49.5 460.4(IV) Urea 5/kg. 186.1 930 93.1 465.0

4 Small element Zink Sulphate powder k.g 45/-kg. 25 1125 12.5 562.54455.7 2228.0

Unit Rate Sp. Detail

Per Hactor

Crop Name :- JwarVeraity :- Rajasthan Charri - 1,2 / CSH - 5,6

TOTAL





1

1

2

3

4

1

2

3

4

5


S. No. Activity Type Unit Rate

Demostration of Wheat Rabi Demostration One 3293.00

2 3 4 5

Demostration of Channa Rabi Demostration One 2974.00

Demostration of Mustered Rabi Demostration One 1520.00

Demostration of Macca Rabi Demostration One 2028.00

2454.00Avearge cost of one Demostration

Demostration of Urad Kharif Demostration One 1522.00

Demostration of Moong Kharif Demostration One 1197.00

Demostration of Til Kharif Demostration One 1261.00

Demostration of Gwar Kharif Demostration One 2113.00

Demostration of Jwar Kharif Demostration One 2228.00

1664.00Avearge cost of one Demostration


Name of Watershed IWMP Jodhpur 69

Macro / Micro no. 31/1-2,32/1-6,33/1-2 and Cluster

Rainfall = 0.3 Mtr

No. of Plant 70.0 No

Area Required 0.5 Ha Horti 0.11

No. of Plant 50.0 Fencing 0.34

Area Required 0.35 Drip 0.15

0.6

97

Abstruct cost of Plantation work For Genaral & OBC Category

Project Contribution Total Govt share Farmer share Total

80% 20%

1Cost of Horticulture plantation 15400.00 12320.00 3080.00 15400.00 Production

2Cost of Barbered wire fencing with post

fixing 39968.00 31974.00 7994.00 39968.0 Production

3 Cost of Drip irrigation system 15000.00 13500.00 1500.00 15000.00 Production

Total for production 70368.00 44294.00 11074.00 55368.00 13500.00 1500.00 15000.00

Say 0.70 0.44 0.11 0.55 0.14 0.02 0.15 Lacs

For SC/ BPL


90% 10%





Total for production 70368.00 49831.00 5537.00 55368.00 13500.00 1500.00 15000.00

Say 0.70 0.50 0.06 0.55 0.14 0.02 0.15 Lacs

Note :- 1 Rates are taken as per GKN Jodhpur & forest dept.

2 For Horticulture plantation is as per norms of Agriculture Dept.

3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture Dept.

Sr. no

Name of work

Project cost Convergence with Ag.Ext dept.

Measures

Sr. no

Name of work


Measures

98

Abstruct cost of Plantation work For Genaral & OBC Category


80% 20%





Total for production 60134.00 45107.00 15027.00 60134.00

Say 0.60 0.45 0.15 0.60 0.00 0.00 0.00 Lacs

For SC/ BPL


90% 10%





Total for production 60134.00 52621.00 7513.00 60134.00

Say 0.60 0.53 0.08 0.60 0.00 0.00 0.00 Lacs

Note :- 1 Rates are taken as per GKN Jodhpur & forest dept.

2 For Horticulture plantation is as per norms of Agriculture Dept.

3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture Dept.

Sr. no

Name of work

Sr. no

Measures


Name of work

Measures


99

S.N Details of work Qty Rate Unit Amount

1Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 =

0.5062cum0.51 92.00 cum 46.58

2 Treatment of pits

a Through chemicals 1.00 0.60 Per plant 0.60

b Through mannure 1.00 0.30 Per plant 0.30

3 Planting of plant with rehandling upto 100m,refilling of soil & compaction etc 1.00 6.50 Per plant 6.50

4 Cost of Plant including transportation 1.00 40.00 Per plant 40.00

4 Making of thanwala,of 50 cm radious 1.00 1.80 Per plant 1.80

5 Watering of plant,15 lit per plant Tweleve times in the year 12.00 1.80 Per plant 21.60

6 Weeding & hoeing three times in the year 3.00 1.20 Per plant 3.60

7 Cost of Mannure including transportation 1.00 5.00 Per Kg 5.00

Total 125.98

Contengency 3% 3.78

Grand total 129.75

Per plant 130.00

S.No Details of work Qty Rate Unit Amount

1 Plant spacing c/c 8mx8m 156 130.00 No 20280

2 20% Plant Gap filling in second year 31 130.00 No 4030

3 Protection Work of plant 156 5 Ha 780

4 Protection Work 20% in second year 31 5 Ha 155

Total Amount 25245

Say Rs 25300

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Cost per Ha of Aawla Plant

100


1 Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum 0.51 92.00 cum 46.58

2 Treatment of pits






5 Watering of plant,15 lit per plant five times in the year 5.00 1.80 Per plant 9.00



Total 113.38

Contengency 3% 3.40

Grand total 116.78

Per plant 117.00






Total Amount 22814

Say Rs 22900


Cost per Ha of Orange Plant

101



2 Treatment of pits









Total 50.18

Contengency 3% 1.51

Grand total 51.69

Per plant 52.00

2500 Plant per Ha


1 Plant spacing c/c 2mx2m 2500 52 No 130000

2 20% Plant Gap filling in second year 500 52 No 26000



Total Amount 171000

Say Rs 171000


Cost per Ha of Papaya Plant

102



2 Treatment of pits









Total 88.38

Contengency 3% 2.65

Grand total 91.03

Per plant 92.00

277 Plant per Ha






Total Amount 32204

Say Rs 32300


Cost per Ha of Guava Plant

103



2 Treatment of pits









Total 93.38

Contengency 3% 2.80

Grand total 96.18

Per plant 97.00

277 Plant per Ha






Total Amount 33864

Say Rs 33900


Cost per Ha of Ber Plant

104



2 Treatment of pits









Total 103.38

Contengency 3% 3.10

Grand total 106.48

Per plant 107.00

277 Plant per Ha






Total Amount 37184

Say Rs 37200


Cost per Ha of Karonda Plant

105



2 Treatment of pits









Total 113.38

Contengency 3% 3.40

Grand total 116.78

Per plant 117.00

277 Plant per Ha






Total Amount 40504

Say Rs 40600


Cost per Ha of Neebu Plant

106

Abstract of Horticulture Plant

1 Aawla 1.00 No. 162 162.00

2 Orange 1.00 No. 739 739.00

3 Papaya 1.00 No. 68 68.00

4 Guava 1.00 No. 117 117.00

5 Ber 1.00 No. 122 122.00

6 Karonda 1.00 No. 134 134.00

7 Neembu 1.00 No. 146 146.00

Average cost of one Horticulture Palnt 1.00 No. 213 213.00

Amount for 70 Plant

14910.00

447.3

15357.30

15400.00

Average cost of one Horticulture Palnt 220

Amount

Add 3% contengency

Total

say

S.No Plant Name Qty Unit Rate

107

Abstract of Horticulture Plant

1 Aawla 1.00 No. 162 162.00

2 Orange 1.00 No. 739 739.00

3 Papaya 1.00 No. 68 68.00

4 Guava 1.00 No. 117 117.00

5 Ber 1.00 No. 122 122.00

6 Karonda 1.00 No. 134 134.00

7 Neembu 1.00 No. 146 146.00

Average cost of one Horticulture Palnt 1.00 No. 213 213.00

Amount for 50 Plant

10650.00

319.5

10969.50

11000.00

Average cost of one Horticulture Palnt 157

say

Qty RateS.No Plant Name AmountUnit

Add 3% contengency

Total

108

S. No. Year Discount factor

1/(1+.07)^n (n=No. of

yr.)

Capital cost Benefits Present Worth of

actual cost(3X4)

Present worth of

Benefit(3X5)

B.C. Ratio

1 2 3 4 5 6 7 8

1 I 0.93153000.00 0.00

142990.65 0.00

2 II 0.871020.00 0.00

890.91 0.00

3 III 0.821020.00 37500.00

832.62 30611.17

4 IV 0.761020.00 37500.00

778.15 28608.57

5 V 0.711020.00 37500.00

727.25 26736.98

6 VI 0.671020.00 37500.00

679.67 24987.83

7 VII 0.621020.00 37500.00

635.20 23353.12

8 VIII 0.581020.00 37500.00

593.65 21825.34

9 IX 0.541020.00 37500.00

554.81 20397.52

10 X 0.511020.00 37500.00

518.52 19063.10

162180 300000.00 149201.44 195583.63

Calculation of B.C. ratio (Amount in lacs)

1.31

Total

109

Fencing post IWMP Jodhpur 690.6

1.8 0.2

0.3

0.45

0.3 0.15

No of post 100

S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate

1 Cement concrete 1:2:4 121 A 100 1.8 0.18 0.15 4.73 Cum 2744 12965.40

2 Centering & shutering 45A 100 1.8 0.3 54 Sqm 87 4698.00

Mtr Kg/Mtr

Rain forcement with tor bar 8mm bar 400 1.8 720 0.5 360 KG

Ring specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG

46 486.9 KG 56.7 27607.23

4 Angle iron 25*25*3 100 1.05 105 1.176 123.48 Kg 47.7 5890.00

51160.63

511.61

Model estimate

0.15

3

Cost for 100 posts

Cost for one post 511.61

15.35

526.95

Area 0.50 Ha 527.00

Say 0.50 Ha

Length 283 mtr.

Say 280 mtr. No of post As per length= Length/specing 43 Total

Specing 6.5 mtr. Two Aditional post require after every 10 Posts 11 54

S.No Discription Item no. NoLength of

single wire

Total

lengthKg/mtr Quantity Unit Rate Amount

1 Supply of barberbed wire fencing 14 gauge 65 6 280 1680 0.08 134.4 Kg 56 7526.40

2 Supply of cement concrete post mo.est. 54 54.00 No 527.00 28458.00

3 Transpotation of posts 2 km. 107 54 0.04725 2.55 Cum 108.6 277.09

4 Transpotation of posts to pit up to one km. 107 54 2.55 No 98.8 252.095 fixing of Rcc post in 45 cm. deep pit 2B 54 0.45 0.45 0.45 4.92 Cum 92 452.71

6 Cost of binding wire mo.est. 5.1 Kg 47.41 241.79

7 Tidening of barberded wire 5.5/forest 1680 mtr 0.95 1596.00

38804.08

Fencing will be done by Project 1164.12

39968.20

39968.00

Total

Say

Total

Add 3% contengency

G Total

Say

Cost for one post

Add 3% contengency

110

Fencing post IWMP Jodhpur 690.6

1.8 0.2

0.3

0.45

0.3 0.15

No of post 100

S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate

1 Cement concrete 1:2:4 121 100 1.8 0.18 0.15 4.73 Cum 2744 12965.40

2 Centering & shutering 45A 100 1.8 0.3 54 Sqm 87 4698.00

Mtr Kg/Mtr


Ring specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG

46 486.9 KG 56.7 27607.23

4 Angle iron 25*25*3 100 1.05 105 1.176 123.48 Kg 47.7 5890.00

51160.63

511.61

Model estimate

0.15

3

Cost for 100 posts

Cost for one post 511.61

15.35

526.95

Area 0.35 Ha 527.00

Say 0.35 Ha

Length 237 mtr.

Say 240 mtr. No of post As per length= Length/specing 37 Total

Specing 6.5 mtr. Two Aditional post require after every 10 Posts 9 46

S.No Discription Item no. NoLength of

single wire

Total

lengthKg/mtr Quantity Unit Rate Amount

1 Supply of barberbed wire fencing 14 gauge 65 6 240 1440 0.08 115.2 Kg 56 6451.20

2 Supply of cement concrete post mo.est. 46 46.00 No 527.00 24242.00

3 Transpotation of posts 2 km. 107 46 0.04725 2.17 Cum 108.6 236.04

4 Transpotation of posts to pit up to one km. 107 46 2.17 No 98.8 214.745 fixing of Rcc post in 45 cm. deep pit 2B 46 0.45 0.45 0.45 4.19 Cum 92 385.64

6 Cost of binding wire mo.est. 5.1 Kg 47.41 241.79

7 Tidening of barberded wire 5.5/forest 1440 mtr 0.95 1368.00

33139.41

Fencing will be done by Project 994.18

34133.59

34134.00

Cost for one post

Add 3% contengency

Total

Say

Total

Add 3% contengency

G Total

Say

111


1 CVH 112 47.59 PER MET. 5330.08

2 Excavation of earth work in hard soil for digging of pits, 0.45 x0.45 x0.45 = 0.0911X22 = 2 cum 2.00 92.00 cum 184.00

3 Treatment of pits

A Through chemicals 22.00 0.60 Per plant 13.20

B Through mannure 22.00 0.30 Per plant 6.60




Total 5940.88

Contengency 3% 178.23

Grand total 6119.11

6120.00

1224

7344.00

MODEL ESTIMATE OF AGRO FORESTY

Per Hac

Rs.

20% GAPFILLING

112

Abstruct of cost Warmi compost unit

Project cost Measures

Unit cost Project Contribution Total IWMP Jodhpur 6960% 40%

36062.34 21637.4 14424.9358 36062.34 Production

Say 0.36 0.22 0.14 0.36 Lacs

5.22 1.5

5

Sr. noName of work

1Warmi Compost Unit

5

7

10

2.5

2

1

10

2

20

113

Model EstimateIWMP Jodhpur 69 Warmi Composte

So.No Name of work Item no. No Length width Hight Qty Unit Rate Amount1 Excavation 2B 6 2 2 2.5 60

Hard soil 1.70 Cum 92 156.462 C/C (1:5:10) 11B/B 6 2 2 1 24

0.68 Cum 1657 1127.213 Stone mesonary 24A/A 6 2 2 1.5 36

25 2 16.25 1 1 32.5(1:6) 2 10 1 1 20

88.5 cuf2.51 Cum 1988 4986.90

6 1.25 1.25 7 65.6251.86 Cum 2160 4017.86

4 Pillor mesonary 27 1.86 Cum 589 1095.615 Plaster 67A 6 5 7 210

(1:6) 2 16.25 3 97.525 mm 2 10 3 60

367.5 Sqf34.15 Sqm 163 5567.15

6 Chenal Length Kg/feet Kg3'' * 1.5'' 3 20 60 1.25 75 Kg 51.9 3892.50Angle(1.5"*1.5") 6 5.22 31.32 0.9 28.19 Kg 51.9 1463.00

3 10 30 0.9 27.00 Kg 51.9 1401.30Angle (1"*1") 3 8 24 0.35 8.40 Kg 51.9 435.96

7 PVC Nalidar Sheet 14 6 3 25223.42 Sqm 400 9368.03

8 color and finising 500.009 Warmi 2 Kg 500 1000.00

35011.981050.36

36062.34

TotalAdd 3% Contingency

Say

114

Name of Watershed IWMP jodhpur 69 Masona Str 1.02

Name of work Khadeen work 1 ha Bund Work 1.06

Area 6.25 2.08 lacs

Slope up to 1% to 3% Length of HW 5.73 Meter

maximum hight 0.8 18.79 Feet

maximum lenth of treval 100

Df Fetch Length 40 m

Deptyh of Foundation 1.25 m

Height of Head Wall 0.6 m

Length of Left Bund 200 m

Length ofRightt Bund 100 m

Lowest Height of Bund 0.5 m

115

Name of work :- Khadeen work 1 ha

IWMP jodhpur 69

5.73

106015.43207675.24


Area 6.25

Slope up to 1% to 3%

maximum hight 0.8

2.08 lacs

Cost of MMSCost of earthen bund

TotalSay

101659.82

116

Minor mesonary Structure IWMP jodhpur 69

A C L H h I Df

6.25 0.3 100 0.8 0.4 48 40 Structural DesignHydrologic Design

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h p

C= Weighted cofficient of run off 0.60 0.40 2.30

1 Top width of head wall a a=h/(p-1)0.5= 0.35

A= Catchment area in Hectares Say = 0.40

= 2.48

2 Bottom width of head wall b b=h+H/(p-1)0.5= 0.93

TC=0.0195 K0.77TC=Time of constration in minute Say = 0.93

TC=Time of constration in minute

K= L3/2/H½3 Length of head wall ext l = l=H+d+1 = 2.10

L= Max. length of travel in Mtr. 2.08 lacs

H=Diffrence elevation in Mtr. 4 Hight of head wall ext H+d = 1.10

= 4.34 Minuite 5 Bottom width of head wall ext = 0.5(H+h) = 0.50

Say = 0.50

Hydraulic Design

h=head over the crest in mtr 6 Top width of head wall ext = 0.4*H = 0.24

= 5.73 Meter L=length of the crest wall in mtr

= 18.79 Feet 7 Length of basin LB = 0.75(H+d)+H = 1.43

F=free board in mtr

8 Thickness of basin = t = 0.50

= 0.1 Meter

= 0.1 Meter 9 = H+d = 1.10

Df=fatch length in mtr

= 0.09 Meter hw=wave length in mtr 10 = 1.5*h = 0.60

= 0.5 Merer

11 Length of wing wall = 2.25*h = 0.90

12 Height of wing wall = 1.5*h = 0.60

13 Top width of toe wall = 0.45

14 Height of toe wall = 0.3

15 Thickness of side wall = 0.6

d

Hight of the side wall at toe wall

joint

Hight of the side wall at head

wall joint

L

TC

Q = 1.71 L h1.5

F = 1.5 hw

Hw

Say F


d

0.50

hw = 0.014 Df0.5

F

I= Intencity of rain fall in Cm./hr. for equal to time of constration at a given

Frequency

Q Cu.m./sec

117

IWMP jodhpur 69a = Top width of head wall in m.

b = Bottom width of head wall in m.Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = 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 X1

µ = Coefficient of friction (0.65 to 0.75) Fb H

a b H h ρ C w H/3 H/2 W1

0.40 0.93 0.6 0.4 2300 0.5 1000 W2

W1 = a Hρ = 552 w(h+H) b

U

a


UW2 = ½(b-a)Hρ b 365.7

cw(h+H)U = ½Cw(H+h)b w 232.5

Fa = whH w 240

Fb = wH2 / 2 w 180

Fc = wah w 160

b/3 2b/3

118

W1 x1 Fc Fa Fb U a b W2 H Frictional Coff552 0.73 160 240 180 232.5 0.40 0.93 365.7 0.6 0.8

Safety against overturning

RM = W1x1+Fcx1+W2.2(b-a)/3 = 648.97

OM = FaxH/2+FbxH/3+Ux2b/3 = 252.15

RM/OM = 2.57 >1.5 Hance safe

Safety against sliding

Tv = W1 + W2 + Fc - U = 845.2

Th = Fa + Fb = 420

C.F*Tv/Th = 1.61 >1.3 Hence safe

Safety against tension at base

X = (RM-OM)/Tv = 0.470

e = b/2-X = 0.000

b/6 = 0.155

b/6>e Hance safe

IWMP jodhpur 69Name of work :- Khadeen work 1 ha

119

Structural Design

Top Plan 0.65.73

0.40.93

0.532.28

0.90 1.43

0.90.6

Elivation

Head wall extention

0.24


2.1

0.45

Head wall extention

1.03

0.80Head wall

0.90 0.45 0.6Land Level

0.3

Apron0.6

0.6Foundation

0.3

0.93

2.28

0.53

0.9cc 1:4:8

0.93

0.4

0.93

Side wall

1.1

1.25

0.5

0.6

0.5

0.24

0.3

120

Estimate Name of work :- Khadeen work 1 ha

Sr. no. Name of work Item no. No Length Width Hight Qty rate amount

1

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dksckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.kdjukA

2B

Head wall 1 5.73 0.93 1.25 6.66

Head wall extention 2 2.1 0.5 1.25 2.63

side wall 2 2.28 0.6 1.25 3.42

Appron 1 5.73 0.90 0.9 4.64

Toe wall 1 5.73 0.9 1.25 6.45

Wing Wall 1 0.9 0.6 0.6 0.32

24.12 113.00 2725.56

2

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh @ bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA

11.3 A

Head wall 1 5.73 0.93 0.3 1.60


side wall 2 2.28 0.6 0.3 0.82

Appron 1 5.73 0.90 0.3 1.55

Toe wall 1 5.73 0.9 0.3 1.55

Wing Wall 1 0.90 0.6 0.3 0.16

6.31 2333.00 14721.23

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 rFkkrjkbZ vkfnA

Head wall 1 5.73 0.93 0.95 5.06


side wall 2 2.28 0.6 0.95 2.60

Appron 1 5.73 0.90 0.15 0.77

Toe wall 1 5.73 0.9 0.95 4.90

Wing Wall 1 0.90 0.6 0.3 0.16

15.49 2902.00 44951.98

4

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 rFkkrjkbZ vkfnA

24A&25

Head wall 1 5.73 0.665 0.6 2.29


side wall 2 1.61 0.6 0.5 0.96

side wall 2 2.28 0.6 0.6 1.64

Appron 1 5.73 0.90 0.00

Toe wall 1 5.73 0.675 0 0.00

Wing Wall 1 0.90 0.6 0.6 0.32

6.92 3166.00 21908.72

24A

121

cf 84307.49


5

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 lesr A

58 A

bf 84307.49

Head wall 1 5.73 0.4 2.29

Head wall extention 2 2.10 0.24 1.01

side wall 2 0.93 0.6 1.12

side wall 2 1.03 0.6 1.24

Appron 1 5.73 0.90 5.16

Toe wall 1 5.73 0.45 2.58

Wing Wall 1 0.90 0.6 0.54

13.94 314.00 4377.16

6

lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 68 A

Head wall 1 5.73 0.4 2.29

Head wall 1 5.73 0.6 3.44



side wall 2 0.93 0.6 1.12

side wall 2 1.03 0.6 1.24

side wall 2 2.28 0.6 2.74

side wall 2 1.61 0.5 1.61

side wall 2 0.60 1.1 1.32

Appron 1 5.73 0.90 5.16

Toe wall 1 5.73 1.05 6.02

Wing Wall 2 0.90 0.6 1.08

Wing Wall 2 0.90 0.6 1.08

Wing Wall 2 0.6 0.6 0.72

33.45 206.00 6890.7

7

lhesaV dkdhaV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr es 12 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk Mkyuk rFkk uhMy rFkk lrgh dEiu e'khu ¼okbZozsVj½ pykuk rFkk uk f[kldus okyh lrg ds fy,] pkgs x, xzsM] dsEcj ;k lqij ,yhos'ku es rS;kj djukA A

Appron 37 1 5.73 0.9 0.15 0.77 3520.00 2710.4

8 iRFkj ;k bZV ds dke ij likV ;k :YM Vhi 1%3 vuqikr es lhesaV ctjh elkys es e; rjkbZ dsA 70

Head wall 1 5.73 0.80 4.59 90.00 413.1

98698.85

2960.97

101659.82

1.02 LacsSay

Total

3% contingency

G Total

122

IWMP jodhpur 69Earthen bund

Length Left 200

Right 100

Maximum cross section Minimum cross section

Top width = Based on seepage line check Slope of seepage line 5:1

0.6

0.45

US

DS 1:1 1.4 1.5:1

0.60 1:1 0.5 1.5:1

1.4 2.1 0.5 0.75


1.4 2.1 0.5 0.75

4.1 1.70

Cross Section = (Tw+Bw) *Hight

2

Cross Section = 3.29 Sq m Cross Section = 0.54 Sq m

Average Cross section = 1.92 Sq m

Sr.no.

BSR Itam

No Length

Cross

secction Qty Unit Rate Amount

119 B 200 1.92 384.00

100 1.92 192.00

576.00 Cum 92.0 52992.00

2 82 300 4.40 1320.00 Sqm 1.5 1980.00

2 97 C 300 0.77 231.00 Cum 45.0 10395.00

3 105 231.00 Cum 122.6 28320.60

4 5 231.00 Cum 40.0 9240.00

102927.60

3087.83

106015.43

Total

3% contingency

G Total

Name of work

Ordinary jungle cutting

1

Earth work Excavation in hard soil up to 1.5 mt

Hight and deposited excavated meterial lead op to 50

supply of murram

Transpotation of murram 5Km.

Spreading of murram

123

1 Cement Concrete (1:4:8) 6.31 ?ku eh- 20.19 2.84 5.68 - - - -

2 Copping in C.C. (1:2:4) 13.94 oxZ eh- 4.35 0.31 - 0.63 - - -

3Massonary in Cement Mortar ( 1:6 )

21.80 ?ku eh- 30.41 6.54 - - 23.98 - -

4Plaster in Cement Mortar ( 1:4 )

33.45 oxZ eh- 5.13 1.10 - - - - -

5 Pointing in CM 1:3 4.59 oxZ eh- 0.13 0.01 - - - -

6 Cement Concrete (1:1.5:3)0.77

?ku eh- 5.88 0.30 - 0.60 - 0.77 -

7 Murrum Supply 231.00?ku eh- - - - - - - 231.00

TOTAL 66.09 11.11 5.68 1.23 23.98 0.77 231.00

66Say Bags

jks³h ?ku

eh- 20

eheh

iRFkj

?ku eh-

fyaVy /ku-

eh-

eqjje

vkiwrhZ

vkiqfrZ gsrq dk;Zkuqlkj lkexzh fo'ys"k.k


Ø-l-

fooj.k ek=k bdkbZ

flesUV

Fksys

ctjh

?ku eh-

jks³h ?ku

eh- 40

eheh

124

Name of Watershed IWMP Jodhpur 69 Masona Str 1.85

Name of work Khadeen work 2 ha Bund Work 1.22

Area 12.5 3.07 lacs

Slope up to 1% to 3% Length of HW 11.49 Meter

maximum hight 1 37.69 Feet


Df Fetch Length 60 m

Deptyh of Foundation 1.25 m

Height of Head Wall 0.7 m

Length of Left Bund 200 m

Length ofRightt Bund 100 m

Lowest Height of Bund 0.5 m

125


IWMP Jodhpur 69

11.49

122204.25307434.13


Area 12.5

Slope up to 1% to 3%

maximum hight 1

3.07 lacs

Cost of MMSCost of earthen bund

TotalSay

185229.89

126

Minor mesonary Structure IWMP Jodhpur 69

A C L H h I Df

12.5 0.3 100 1 0.4 48 60 Structural DesignHydrologic Design

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h p

C= Weighted cofficient of run off 0.70 0.40 2.30

1 Top width of head wall a a=h/(p-1)0.5= 0.35

A= Catchment area in Hectares Say = 0.40

= 4.97

2 Bottom width of head wall b b=h+H/(p-1)0.5= 1.01

TC=0.0195 K0.77TC=Time of constration in minute Say = 1.01

TC=Time of constration in minute

K= L3/2/H½3 Length of head wall ext l = l=H+d+1 = 2.30

L= Max. length of travel in Mtr. 3.07 lacs

H=Diffrence elevation in Mtr. 4 Hight of head wall ext H+d = 1.30

= 3.98 Minuite 5 Bottom width of head wall ext = 0.5(H+h) = 0.55

Say = 0.55

Hydraulic Design

h=head over the crest in mtr 6 Top width of head wall ext = 0.4*H = 0.28

= 11.49 Meter L=length of the crest wall in mtr

= 37.69 Feet 7 Length of basin LB = 0.75(H+d)+H = 1.68

F=free board in mtr

8 Thickness of basin = t = 0.50

= 0.2 Meter

= 0.2 Meter 9 = H+d = 1.30

Df=fatch length in mtr

= 0.11 Meter hw=wave length in mtr 10 = 1.5*h = 0.60

= 0.6 Merer

11 Length of wing wall = 2.25*h = 0.90

12 Height of wing wall = 1.5*h = 0.60

13 Top width of toe wall = 0.45

14 Height of toe wall = 0.3

15 Thickness of side wall = 0.6

d

Hight of the side wall at toe wall

joint

Hight of the side wall at head

wall joint

L

TC

Q = 1.71 L h1.5

F = 1.5 hw

Hw

Say F


d

0.60

hw = 0.014 Df0.5

F

I= Intencity of rain fall in Cm./hr. for equal to time of

constration at a given Frequency

Q Cu.m./sec

127

IWMP Jodhpur 69a = Top width of head wall in m.

b = Bottom width of head wall in m.

Fa = Water force in Kg

Fb = Water force in Kg

Fc = Water force in Kg

U = uplift force in Kg h

ρ = Specific gravity of dam material kg/cum(2300kg/cum) Fc

w = Unit weight of water in kg/cum(1000 kg/cum) wh

H = Height of head wall

h = head over the crest

C = Coefficient in uplift (0.5) Fa X1

µ = Coefficient of friction (0.65 to 0.75) Fb H

a b H h ρ C w H/3 H/2 W1

0.40 1.01 0.7 0.4 2300 0.5 1000 W2

a


W1 = a Hρ = 644 w(h+H) b

U

W2 = ½(b-a)Hρb 491.05

cw(h+H)

U = ½Cw(H+h)bw 277.75

Fa = whH w 280

Fb = wH2 / 2 w 245

Fc = wah w 160

b/3 2b/3

128

W1 x1 Fc Fa Fb U a b W2 H Frictional Coff644 0.81 160 280 245 277.75 0.40 1.01 491.05 0.7 0.8

Safety against overturning

RM = W1x1+Fcx1+W2.2(b-a)/3 = 850.93

OM = FaxH/2+FbxH/3+Ux2b/3 = 342.19

RM/OM = 2.49 >1.5 Hance safe

Safety against sliding

Tv = W1 + W2 + Fc - U = 1017.3

Th = Fa + Fb = 525

C.F*Tv/Th = 1.55 >1.3 Hence safe

Safety against tension at base

X = (RM-OM)/Tv = 0.500

e = b/2-X = 0.010

b/6 = 0.168

b/6>e Hance safe

IWMP Jodhpur 69Name of work :- Khadeen work 2 ha

129

Structural Design

Top Plan 0.611.49

0.41.01

0.612.53

1.07 1.68

0.90.6

Elivation

Head wall extention

0.28


2.3

0.45

Head wall extention

1.28

0.93Head wall

1.07 0.45 0.6Land Level

0.3

Apron0.6

0.6Foundation

0.3

1.01

2.53

0.61

0.9cc 1:4:8

1.01

0.4

1.01

Side wall

1.3

1.25

0.6

0.7

0.55

0.28

0.3

130

Estimate Name of work :- Khadeen work 2 ha


1

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgjfudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA 2B

Head wall 1 11.49 1.01 1.25 14.51


side wall 2 2.53 0.6 1.25 3.80

Appron 1 11.49 1.07 0.9 11.06

Toe wall 1 11.49 0.9 1.25 12.93

Wing Wall 1 0.9 0.6 0.6 0.32

45.78 113.00 5173.14

2

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; 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 11.3 A

Head wall 1 11.49 1.01 0.3 3.48


side wall 2 2.53 0.6 0.3 0.91

Appron 1 11.49 1.07 0.3 3.69

Toe wall 1 11.49 0.9 0.3 3.10

Wing Wall 1 0.90 0.6 0.3 0.16

12.10 2333.00 28229.3

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 rjkbZvkfnA

Head wall 1 11.49 1.01 0.95 11.02


side wall 2 2.53 0.6 0.95 2.88

Appron 1 11.49 1.07 0.15 1.84

Toe wall 1 11.49 0.9 0.95 9.82

Wing Wall 1 0.90 0.6 0.3 0.16

28.12 2902.00 81604.24

4uhao 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 rjkbZvkfnA

24A&25

Head wall 1 11.49 0.705 0.7 5.67


side wall 2 1.77 0.6 0.7 1.49

side wall 2 2.53 0.6 0.6 1.82

Appron 1 11.49 1.07 0.00

Toe wall 1 11.49 0.675 0 0.00

Wing Wall 1 0.90 0.6 0.6 0.32

11.78 3166.00 37295.48

24A

131

cf 152302.16


5

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 lesr A

58 A

bf 152302.16

Head wall 1 11.49 0.4 4.60


side wall 2 1.01 0.6 1.21

side wall 2 1.28 0.6 1.53

Appron 1 11.49 1.07 12.29

Toe wall 1 11.49 0.45 5.17

Wing Wall 1 0.90 0.6 0.54

26.63 314.00 8361.82

6 lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 68 A

Head wall 1 11.49 0.4 4.60

Head wall 1 11.49 0.7 8.04



side wall 2 1.01 0.6 1.21

side wall 2 1.28 0.6 1.53

side wall 2 2.53 0.6 3.04

side wall 2 1.77 0.7 2.48

side wall 2 0.60 1.3 1.56

Appron 1 11.49 1.07 12.29

Toe wall 1 11.49 1.05 12.06

Wing Wall 2 0.90 0.6 1.08

Wing Wall 2 0.90 0.6 1.08

Wing Wall 2 0.6 0.6 0.72

56.96 206.00 11733.76

7


Appron 37 1 11.49 1.07 0.15 1.84 3520.00 6476.8

8 iRFkj ;k bZV ds dke ij likV ;k :YM Vhi 1%3 vuqikr es lhesaV ctjh elkys es e; rjkbZ dsA 70

Head wall 1 11.49 0.93 10.67 90.00 960.3

179834.84

5395.05

185229.89

1.85 LacsSay

Total3% contingency

G Total

132

IWMP Jodhpur 69Earthen bund

Length Left 200Right 100

Maximum cross section Minimum cross section

Top width = Based on seepage line check Slope of seepage line 5:1

0.60.45

USDS 1:1 1.6 1.5:1

0.70 1:1 0.5 1.5:1


1.6 2.4 0.5 0.75

4.6 1.70

Cross Section = (Tw+Bw) *Hight2

Cross Section = 4.16 Sq m Cross Section = 0.54 Sq mAverage Cross section = 2.35 Sq m

Sr.no. BSR Itam No Length

Cross secction Qty Unit Rate Amount

119 B 200 2.35 470.00100 2.35 235.00

705.00 Cum 92.0 64860.00

2 82 300 4.65 1395.00 Sqm 1.5 2092.50

2 97 C 300 0.83 249.00 Cum 45.0 11205.00

3 105 249.00 Cum 122.6 30527.40

4 5 249.00 Cum 40.0 9960.00118644.90

3559.35

122204.25

Total3% contingency

G Total

Name of work

Ordinary jungle cutting

1

Earth work Excavation in hard soil up to 1.5 mt

Hight and deposited excavated meterial lead op to

50

supply of murram

Transpotation of murram 5Km.

Spreading of murram

133

1 Cement Concrete (1:4:8) 12.10 ?ku eh- 38.72 5.45 10.89 - - - -

2 Copping in C.C. (1:2:4) 26.63 oxZ eh- 8.31 0.59 - 1.20 - - -


40.22 ?ku eh- 56.11 12.07 - - 44.24 - -


56.96 oxZ eh- 8.74 1.88 - - - - -

5 Pointing in CM 1:3 10.67 oxZ eh- 0.30 0.03 - - - -

6 Cement Concrete (1:1.5:3)1.84

?ku eh- 14.04 0.72 - 1.44 - 1.84 -

7 Murrum Supply 249.00?ku eh- - - - - - - 249.00

TOTAL 126.21 20.73 10.89 2.63 44.24 1.84 249.00

126

eqjje

vkiwrhZ



Ø-l-

fooj.k ek=k bdkbZ

flesUV

Fksys

ctjh

?ku eh-

jks³h ?ku eh-

40 eheh

Say Bags

jks³h ?ku eh-

20 eheh

iRFkj

?ku eh-

fyaVy /ku-

eh-

134

1 tyxzg.k dk uke %& vkbZ MCY;w ,e ih] tks/kiqj 69] mEesnuxj

2 iapk;r lfefr %& ckoMh

1 dk;Z dk izdkj %& izos'k fcUnq dk;Z o dk;Z Qsl

2 LFkku dk uke %&

3 dqy {kerk %& 26]000 fyVj

4 dqy ykxr %&

5 Je ?kVd %&

6 lkexzh ?kVd %&

7 3% fofo/k en %&

8 vizos'; lrg dh xgjkbZ %& 0-50 ehVj

9 vkSlr o"kkZ %& 300 eh-eh-

10 vf/kdre o"kkZ %& 500 eh-eh-

11 U;wure o"kkZ %& 22 eh-eh-

0

SUMMARY 0F WATER POND & HUT

223300.00

65800.00

6500.00

151000.00

135 135-142 9 Farm pond jodhIWMP 69

Ø-l- dk;Z fooj.k ek=k nj izfr jkf'k

1 Vkads dh [kqnkbZ dk;Z l[r feV~Vh esa 2c 13.160 113.00 ?k-eh- 1487.08

2 Vkads dh [kqnkbZ dk;Z dVksj eqjZe esa 2l 4.260 146.00 ?k-eh- 621.96

5 ryh esa flesaUV dadjhV ¼1%4%8½ dk;Z ftles 40fe-eh-vkdkj ds iRFkj dh fxV~Vh gks ,oa rjkbZ dqVkbZ dk dk;Z11 x v

7.570 2333.00 ?k-eh- 17660.81

6 uho o dqlhZ esa csjÌk iRFkj dh <ksdk pqukbZ dqlhZ ls 4-50eh mpkbZ rd 30 lseh rd eksVh nhokj dk dk;Z¼1lhesUV%6ctjh½ 24 d v rFkk 25

29.320 2902.00 ?k-eh- 85086.64

7 uhao esa pqus dh dksdjhV 40 fe eh eki dh iRFkj dhfxVVh 1 ?ku eh ek=k esa 83 fdyks pqus rFkk 0-5 ?ku ehjsr ds elkys ds lkFk feykdj Mkyuk rFkk nqjeV lsdqVuk rFkk rjkbZ djuk vkfn 1 Jfed }kjk feykbZ xbZA8

58.480 1375.00 ?k-eh- 80410.00

8 vizwOM [kku dh iV~Vh dh Nr] Nr ds nksauks rjQ dstks³ lhesaUV ds elkyk 1%4 esa Hkjuk] 150 fe-eh- eksVkbZdh ijnh nhokj dk dk;Z 36 n

10.460 821.00 o-eh 8587.66

9 lhseUV dadjhV 1%2%4 dh QlZ] fdukjks dks xksy djukbR;knh dk dk;Z ¼12 eh-eh- fxÍh dh uki lghr½ 58 v

21.810 229.00 o-eh 4994.49

10 ubZ nhokj ij lhesaUV IykLVj 1%6 esa 67 v

73.930 146.00 o-eh 10793.78

11 iRFkj dk e<ks< ¼fyUVy½] 15ls-eh- ls vf/kd eksVkbZ dk]dks lhesUV elkyk esa vkiwfrZ dj yxkus dk dk;Z 31

0.800 4304.00 ?k-eh- 3443.20

12 Vkads dk <Ddu lIykbZ djus o yxkus dk dk;Z lkbZt0-60x0-60 1.000 600.00 ux 600.00

13 buysV ij yksgs dh tkyh LiykbZ dj yxkus dk dk;Z2 450.00 ux 900.00

14 [kqnkbZ dk;Z dVksj eqjZe esa vkxksj gsrq e; ifjogu dk;Zds iw.kZ dk;Z 89 [k rFkk 105 [k

0.00 0.00 ?k-eh- 0.00

15 vkxksj gsrq eqjZe fcNkus dk dk;Z 5 56.40 40.00 o-eh- 2256.00

;ksx 216841.62

TksM+ks 3% fofo/k en 6505.25

dqy ;ksx 223346.87

Vkadk dk foLr`r ykxr rdehuk

vkbZ MCY;w ,e ih] tks/kiqj 69] mEesnuxj] iapk;r lfefrckoMh

Say Rs. 223300.00


Design of tanka

Collection of Water = Area X rainfall X 80% Capacity as per Structural design

Catchment Area = ^4 X D2 Cum= ^4 X Dt2 X Hight

Rainfall = 0.3 Mtr Hight = 3.15

Collection of water = 0 Cum

0 Cum

Capacity Cum*1000 Capacity Cum*1000

= 0 Liter = 0 Liter

Hence rainfall on catchment area can fillup the tanka by water

ProductionTotal capacity of tanka 0 Ltr

Use of water for drinking purpose 40% 0 Ltr

Avable water for plantation 60% 0 LtrAvable water for plantation 60% 0 Ltr

One watering require 15 Ltr

No of watering per Year 20 No

Total Ltr require per plant per year 300 Ltr

No of plant can survive = Avable plantation for Plantation/ water require per plant per year

= 0

say = 0 Plant


Ø-l- dk;Z

1 21

3.14 / 4 X (4.25)² X 0.3 = 4.25

2 X 1.4 X 1 X 0.5 = 1.40

3.14 X 19.535 X 0.35 X 0.35 = 7.51

13.16 13.16 ?k-eh-

2Vkads dh [kqnkbZ dk;Z dVksj eqjZe esa

3.14 / 4 X (4.25)² X 0.3 = 4.26

4.26 4.26 ?k-eh-

3Vkads dh [kqnkbZ dk;Z dVksj pV`Vku esa

3.14 / 4 X (4.25)² X 3.15 = 44.66

3.14 / 4 X { (3.95)² - (3.25)² } X 0.3 = 1.19

45.85 45.85 ?k-eh-

4vfrfjDr fy¶V

3.14 / 4 X (4.25)² X 2.25

= 1.19

1.19 1.19 ?k-eh-

5 3.14 / 4 X (4.25)² X 0.3 = 4.25

3.14 / 4 X X { (3.95)² - (3.25)² } X 0.3 = 1.19

60.8 X 0.35 X 0.10 = 2.13

7.57 7.57 ?k-eh-

6

{ ( 19.71)² - (4)² } X 3.14 / 4 X 0.2 = 58.48 58.48 ?k-eh-vkxksj

Vkadk

Vkads dk ry

Vkadk

gksnh

3Vkads dh [kqnkbZ dk;Z l[r feV~Vh esa

Vkadk

vkxksj

Vkads dk ry



4

ryh esa flesaUV dadjhV ¼1%4%8½ dk;Z

ftles 40fe-eh- vkdkj ds iRFkj dh

fxV~Vh gks ,oa rjkbZ dqVkbZ dk dk;Z

uki ek=k

Vkadk

Vkadk

Vkads dk ry

vkxksj

uhao esa pqus dh dksdjhV 40 fe eh

eki dh iRFkj dh fxVVh 1 ?ku eh

ek=k esa 83 fdyks pqus rFkk 0-5 ?ku

eh jsr ds elkys ds lkFk feykdj


7 3.14 / 4 X { (3.95)² - (3.25)² } X 4 = 15.83

4 X (1 X 0.3 X 0.3) = 0.36

2 X (1.4 X 0.3 X 0.3) = 0.25

uho o dqlhZ esa csjÌk iRFkj dh <ksdk

pqukbZ dqlhZ ls 4-50eh mpkbZ rd 30

lseh rd eksVh nhokj dk dk;Z

¼1lhesUV%6ctjh½

gksnh SW

gksnh FW

Mkyuk rFkk nqjeV ls dqVuk rFkk rjkbZ

djuk vkfn 1 Jfed }kjk feykbZ

xbZAVkadk


3.14 X 19.535 X 0.6 X 0.35 = 12.88

’kq) ek=k 29.32 29.32 ?k-eh-

vkxksj


1 Cement Concrete (1:4:8) 7.570 ?ku eh- 24.22 3.41 - 6.81 - - - - - - -


29.320 ?ku eh- 40.90 8.80 - - - 32.25 - - - - -


73.930 oxZ eh- 11.34 2.44 - - - - - - - - -

6 Stone Patti For Roof 10.460 oxZ eh- 0.72 0.94 - - - - 11.51 - - -

7 Lintel 0.800 ?ku eh- - - - - - - - 0.80 - - -

8 Murrum Supply 0.000 ?ku eh- - - - - - - - - 0.00 - -

9 S/F of Jung proof gate 2X2 feet 1.000

ux - - - - - -- - -

1.00-

10 S/F Iron Jali with mosquito mate 2.000

ux - - - - - -- - -

- 2.00

TOTAL 77.18 15.58 0.00 6.81 0.00 32.25 11.51 0.80 0.00 1.00 2.00

77

Ø-l-fooj.k

flesUV

Fksys

Say Bags

eqjje

vkiwrhZ

iRFkj

?ku eh-

iêh

o- eh-bdkbZ

tax

jks/kd

xsV

yksgk tkyh

eNNj tkyh

lfgr

jks³h ?ku eh-

12 eheh



ek=kpquk fdyksxzkectjh

?ku eh-

fyaVy /ku-

eh-

jks³h ?ku eh-

40 eheh


<Ddu

tehu ry

mDr MªkbZx Ldsy ij ugha


0.15eh

#REF! 3eh-

1-0eh- 3eh-

csjÌk iRFkj dh <ksdk

pqukbZ3-9eh-

lHkh uki ehVj esa

flesaUV dadjhV ¼1%4%8½ 0.25eh

4-2eh-


Name of W/S :-

Name of work :- Tanka construction I arable land

Amount : 160445

Dia B H

1 Complete O/O 1 13 0 15.25

2 Hall I/I 1 10.5 14.75

5 E/W 1 132.71 1 12.75 2 Ordinary soil

6 Concrete 1 132.71 1 0.5 7 Hard soil

7 Masonary 1 37.692 1.25 14.75 3.75 Disintigrated rock

0

8 G.L to P.L 1 2.5

9 Aslat Around 2 11 1 0.5

12 Door 1 1.5 1.5 1

13 Ventilater -2 0 1 1

16 Flooring in side Cement 1 86.57 1 1

17 Flooring on top Cement 1 132.7 1 1

Deduction 1 1.5 1.5 1

DETAILS OF WORK AND ABSTRACT OF COST

L B WQty.

Qyy.mk

s

Lab.rat

e

total

rate

lab amt total

amt.

0.79 13.5 13.5 2 286.13

1 0.785 13.5 13.5 7 1001.46 28.3414 cum 113 113 3202.581 3202.581

0.785 13.5 13.5 3.75 536.498 15.1829 165 165 2505.179 2505.179

Extra Lift

First lift 1 0.785 13.5 13.5 5 715.331 20.2439 cum. 13.30 13.30 269.2435 269.2435

Second lift 2 0.785 13.5 13.5 0 0 cum. 26.60 26.60 0 0

2 0.785 13.5 13.5 0.5 71.5331 0

0 0

0 0

0 0

0 0

71.5331 2.02 cum. 413.60 2333.00 835.472 4712.66

3 3.14 11.75 1.25 14.75 680.252 0

3.14 38.25 1.25 3.5 525.459 0

0

0 0

1205.71 34.13 cum. 764.90 2902.00 26106.04 99045.26

4 0

2 10 1 0.5 10 0

10 0.280 cum. 2035.60 9726.00 569.968 2723.28

5 0.785 13 13 1 132.665 0

0 0

gate -1 1.5 1.5 1 -2.25 0

130.415 12.11 sqm. 489.10 1386.00 5923.001 16784.46

6 0.785 13 13 1 132.665 0

-1 1.5 1.5 1 -2.25 0

130.415 12.11 sqm. 128.20 314.00 1552.502 3802.54

Ummednagar (jodhpur 69)

S.N

o Details of work No.

Measurements

S.n

o.

dk;Z dk fooj.k no fo'ks"k fooj.k ek=k nj jkf'k

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

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh @ bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk]

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

iRFkj ds fljny ¼fyVay½ dh vkiwfrZdj] fpukbZ es mi;ksx dh xbZ elkys

Nr Mkyuk] Åij rFkk uhps ls tksMksaes iRFkj dh phi ds lkFk 1%4 vuqikr

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

143

0.785 10.5 10.5 1 86.5463 0

0

0 0

86.5463 8.04 sqm. 128.20 314.00 1030.728 2524.56

7 3.14 10.5 1 14.75 486.308 0 0

0 0

486.308 45.17 sqm. 109.50 206.00 4946.115 9305.02

8 3.14 15.25 1 2 95.77 0

0 0

95.77 8.89 sqm. 65.00 90.00 577.85 800.1

9 8.89 192.00 192.00 1706.88 1706.88

0

10 1 1.5 1.5 1 2.25 0

0

2.25 sqm. 0 0

0 31 1 1.5 0 0 cum. 320.00 792.00 0 1000

11 vxksj ds fy;s eqjZe dh vkiwfrZ 3.14 39 13 0.5 530.66 15.0177 cum. 117 0 1757.068

eqjZe ifjogu 5 fdeh nwjh ds fy;s 15.0177 cum. 56.4 163.6 2456.892

vxksjs dh ikfu Mkydj dqVkbZ djuk 15.0177 cum. 45 45 675.7955 675.7955

12 1 Nos. 0 2000.00

13 uke ifVdk o QksVksxzkQ 0 0 500

49901.35 155771.5

Rate 49901.35 155771.5

Skilled labour 750

Unskilled labour 166

Labour

A 49901.35

Water Material B 105870.2

Total C 155771.5

4673.146

Total (C+D) 160444.7

Say Rs. 160000/

S.n

o. Rate Amt.

1 Sand cum. 725 10568.44

2 40mm aggregate cum. 600 1090.8

3 20mm aggregate cum. 590 570.707

4 Stone cum. 1300 48805.9

5 Cement bag 310 22010

6 15cm. Thick lintel cum. 7500 2100

7 Stone slab sqm 720 10463.04

8 Door sqm. 500

Hand pump Nos. 1.0 2000

Water transportation No. 8.000 500.00 4000

signe board and Photographa 500

102608.9

Supply of murrum 4213.96

106822.8

ukHkh; fxV`Vh ds lkFk feykdj Mkyuk] dwVuk] nckuk rFkk rjkbZ vkfn lesr A

lhesaV IykLVj nhokj ij 1%6 vuqikres lhesaV&ctjh feykdj tksMksa dksdqjsnus rFkk rjkbZ lesrA:YM Vhi 1%3 vuqikr es lhesaV ctjhelkys es e; rjkbZ dsA

j)k drkj <+ksdk fpukbZ ¼dkslZ [ky½lsfd.M lksVZ dh vfrfjDr njA

njokts dh vkiwfrZ djuk o yxkuk

gSaM iai vkiwfrZ djuk o yxkuk

Quantity Amount

43.00 32250 Amt.

106.00 17596

49846

Add 3% for conti. D=(C*0.03)

Material requried Unit Qty.

14.58

1.000

Total

1.82

0.97

37.54

71.0

0.28

14.53

144

dkjhxj @ etnwj vko';drk

M.Rate Actual M. T&P

dkjhxj etnwj ikuh¼jk'kh½0 0.6 0.005

0 0

lhesUV fd-xzk ctjh ?k-eh-fxêh iRFkj dh dkjhxj etnwj ikuh¼jk'kh½160 0.45 0.9 0.1 1.63 0.0147

323.200 0.909 1.818 1919.40 1858.25 0.20 3.29 69.2761

lhesUV fd-xzk ctjh ?k-eh- iRFkj dkjhxj etnwj ikuh¼jk'kh½70 0.3 1.1 0.71 1.4 0.0145

2389.10 10.24 37.54 2137.10 2081.5 24.23 47.78 1436.156

lhesUV fd-xzk ctjh ?k-eh-iRFkjds fljny dkjhxj etnwj ikuh¼jk'kh½

0.308 7690.40

lhesUV fd-xzk ctjh ?k-eh-iRFkj dh ifê;ka dkjhxj etnwj ikuh¼jk'kh½3.42 0.09 1.2 0.55 0.005

41.4162 1.0899 14.532 896.90 950.454 6.66 0.00 83.9223

lhesUV fd-xzk ctjh ?k-eh-fxêh iRFkj dh dkjhxj etnwj ikuh¼jk'kh½25.67 0.057 0.05 0.19 0.41 0.01

310.8637 0.69027 0.6055 185.80 229.979 2.3009 4.9651 38.0254

lkexzh vko';drk

145

lhesUV fd-xzk ctjh ?k-eh-fxêh iRFkj dh dkjhxj etnwj ikuh¼jk'kh½15.6 0.022 0.045 0.15 0.23 0.0145

125.424 0.17688 0.3618 185.80 139.22 1.21 1.85 36.60612

lhesUV fd-xzk ctjh ?k-eh- dkjhxj etnwj ikuh¼jk'kh½7.67 0.032 0.13 0.2 0.015

346.4539 1.44544 96.50 70.754 5.87 9.03 139.5753

lhesUV fd-xzk ctjh ?k-eh- dkjhxj etnwj ikuh¼jk'kh½1.4 0.003 0.08 0.11 0.015

12.446 0.02667 25.00 10.855 0.71 0.98 12.0015

dkjhxj etnwj ikuh¼jk'kh½

njokts] 0.3 0.3 0

0 0.00 0 0.0 0.0 0

13136.9 5341.012 41.19 67.90 1815.56

Total 7413.3 4956.758 1815.56

-44.4444

15.00 -29

146

Scheme: IWMP

District: Jodhpur

dz-la- dk;Z fooj.k ek=k nj izfr jkf'k

1 c.M dk ys vkmV 2x20=60.00 0.70 Met. 42.00

2 txay dh lQkbZ] lk/kkj.k ouLifr rFkk>kfM+;ksa dks dkVus lfgrA 20x5.10=102 1.40 Sqm. 142.80

4 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15 ls-eh- ijr es Mkyuk] <syksa dks rksM+uk] ?kkl&ikrrFkk dadj chudj vyx djuk rFkk feêh dhnjslh djuk] 1-5 eh mBku rFkk 50 eh- nwjhds fy,A dBksj feV`Vh

(5.10 + 0.60) x 1.50x20= 85.5

2104.00 Cum. 8892.00

5 15 ls 23 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk]

vkiwfÙkZ ds lkFkA 20x2.10x0.23=9.66 1217.00 Cum. 11756.00

TOTAL 20832.80

624.98

G. TOTAL 21457.78

Say Rs. 20000.00

Labour 10482.00

Material 5150.00

Contigency 468.00

Total 16100.00

W. D. T. (Technical) A. En. & P. I. A.

I. W. M. P. I. W. M. P.

P. S. Baori P. S. Baori

Add 3% Contigency

Watershed: Ummednagar (Jodhpur 69)

Panchayat Samiti: Baori

GULLY PLUGGING

DETAILED ESTIMATE AND ABSTRACT OF COST

Name Of Work: Construction Of Gully Plugging

(Rupees Sixteen Thousand one Hundred only)

Note: Rate has been taken from the BSR issued by Zila Parishad Jodhpur on 1/4/2014.

147

Scheme: IWMP

District: Jodhpur

0.60

1.5:1 1.50 1.5:1

G. L. G. L.



Name Of Work: Construction Of Gully Plugging

148

G. L. G. L.

0.5 0.3 5.10

8.5 5

All Dimentions are in Meter

Not in Scale

W. D. T. (Technical) A. En. & P. I. A.

I. W. M. P. I. W. M. P.


148

149-170 13 MMS1 iwmp jodhpur 69

Ummednagar BhawadJodhpur

Name of Scheme IWMPName of watershed Jodhpur 69Panchayat Samiti Baori

This project is taken in IWMP Scheme.The proposed anicut will not only reduce

velocity of the runoff but also prevent the gullies from furthure soil erosion at the

same time it will be very much fruitful in recharging of downstream wells as well as

it will increase the moisture content of the soil . So an it improve its productivity the

retain water behind the structure can also be used for irrigation , and driniking

water for anmimals . The cross section and L-section have been surveyed by

dumpy level and catchment area has been taken from G.T. sheet / Revenue map.

Basic Data of Project

=

1 Catch ment Area = 25 Ha.

2 Maxmium Rain fall intencity = 3 Cm./hr.

3 General nature of catchment Area

a. Agricultural land = 120 Ha.

b. Nonarable land Land = -95 Ha.

4 Height of crest above G.L. = 1.2 M.

5 Flood lift = 0.4 M.

6 Free board = 0.2 M.

7 Top width of Head wall = 0.8 M.

8 Bottom width of Head wall = 2.40 M.

9 Width of concrete Bed = 2.70 M.

10 Length of crest = 16 M.

11 Percentage slope of land = 44.44

12 No. of well benifited = 10

13 No of farmer benifited =

a. S.C. = 25

b. S.T. = 11

c. Others = 45

Total = 70

Ummednagar

TECHNICAL REPORT

DistrictPanchayatNAME OF WORK Construction of Water Harvesting structure MMS

Name of W/S Ummednagar (Jodhpur 69)

149


14 Area to be benifited =

a. S.C. =

b. S.T. = 25

c. Others = 0

Total = 125

15 =

a. a)Raito of concrete at bed =

( Cement : Sand :Aggregate)(1:4:8) =

b. b) Raito of Masonary fondation & Super structure =

Cement Mortar(1:6) =

c. c) Raito of plastering and flush pointing of 25 mm. =


d Raito of Kharanja in cement mortar =

16 Cost of Project = 647000.00

a. Labour component = 209905

b. Material component = 418274

c. Contingency = 18820

Rates are as per GKN 2013 Jodhpur wef 1.4.2013

The Estimate are here with submitted for technical approvel an necessary action

Preapared By Recommended By

J.En. A.En.

150


Name of work

Catch ment Area 25 Ha.

Maxmium Rain fall intencity 3 Cm/hr

General nature of catchment Area

Agricultural land 120

Non arable land Land -95

Height of crest above G.L. 1.2

Length of crest 16

Percentage slope of land 44.44

No. of well benifited 12

No of farmer benifited 70

S.C. 25

S.T.

Others 45

Total 70

Area to be benifited

S.C. 25

S.T. 0

Others 125

Total 150

GKN 2013 Jodhpur

Construction of MMS

151


A

Name of work-:

I Available crest length 16 M

ii Total catchment Area 25 Ha. As per G.T.Sheet

iii Peak Runoff Rate

a) By Rational Method Use when catchment is <1300Ha.Qp = 0.0276 CIA Q=Run off in m3/sec.

C= Coefficient of runoff 0.5

K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 3

K = 270.0 A= Catchment Area in Ha. 25

Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 180

Tc = 1.45 H= Difference in elevation between most remote 80

point and and outlet point in meterQp= 0.0276 0.50 X 3 X 25

Qp = 1.04

b) By weir formula

Q = 1.71Lh3/2

Desgin calculation of WHS

Construction of MMS

152

Q = 1.71Lh

1.04 = 1.71 16 h3/2

h 0.11

Say h= 0.4

3 Free Board hw= Wave height in meter

Fb= 1.5hw Df= Fetch length in meter 120 Meter.

1.5X0.014(Df)1/2

Fb= 0.23

Say Fb= 0.2

(B) STRUCTURAL DESGIN

1 Head wall

a) Height of Head wall H= 1.2

b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3

(P-1)1/2

Tw= 0.35

Top width= 0.8

© Bottom width Bw Tw+0.8H

Bw= 1.76

So Bottom Width= 2.40 Meter

152


2 Head wall extension

a) Length= H+h+1+Fb

1.2 + 0.4 + 1 + = 2.60 Meter

say Length of Right side wall = 5 Meter

say Length of left side wall = 8.0 Meter

b) Height of Head Extensionwall = H+h+Fb

1.2 + 0.4 + 0.2 = 1.8 Meter

c) Top width 0.6 Meter

d) Bottom Width= 0.5(H+h) = 0.5( 1.2 + 0.4 )= 0.80 Meter

3 Side wall

a) Length= 1.75H+0.75h+0.45 = 2.85

But as per site condition= 2.7 Meter

b) Height:

At H.W.End= H+h+Fb 1.2 + 0.4 + 0.2 = 1.8 Meter

At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter

c) Top width= 0.6 Meter

d) Bottom width=

At H.W.End= 0.6+0.4(H+h) 1.2 Meter

At W.W.End= 0.6+0.4(1.5h) 0.8 Meter

But taken as= 1.0 Meter

4 Wing wall

a) Height h+Fb 0.4 + 0.2 = 0.6 Meter

153


b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 2.00 M


Bottom width of wing wall 0.6 Meter

5 Apron

a) Length= 16 Meter

b) Width= H+h+Fb 1.2 + 0.4 + 0.2 1.8 Meter

c) Thickness 0.6 Meter

6 Toe wall

a) Length= 16 Meter

b) Width= 0.3 Meter

c) Height= 0.3 Meter


J.En. A.En.

153



I= Intensity of rain fall in cm/hr. 3

A= Catchment Area in Ha. 25

L=Maxmium length of travel by runoff water in m. 180

H= Difference in elevation between most remote 80

point and and outlet point in meter

h= Head over the crest in mtr. 0.11 0.4

Df= Fetch length in meter 120

Fb =Free board 0.23 0.2

Top width Tw= 0.80 0.8

Height of cerst 1.2 1.2

Bottom Width of Head wall Bw 1.76 2.40

Lenth of Head wall extension Left= 2.60 5

Lenth of Head wall extension Right= 8.0

Length of side wall= 2.85 2.65

154


Bottom Width of Side wall 1.24 1

0.8

Length of wing wall 0.90 2

154


FREE BODY DIAGRAM

a= 0.8

b= 2.40

H= 1.2

h= 0.4

a

H

X

W1W2

fa

H/3

fb

H/3

155

b

b/3 2b/3

cw(H+H)

Specific Wt. Of masonary P= 2.3 T/m3

Specific Wt. of water w= 1 T/m3

Cofficient of uplift pressure c= 0.6

cofficient of friction atbed surface and creep length = 0.75

Weight of Dam-:

Weight of Dam-:

W1= aHP

W1= T 2.208 T

b-a 2.208 T

2

W(H+h)

HP=W2=

U

155


W= W1+W2= 2.208 + 2.208 = 4.416 T

Water pressure

At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2

At Depth H+h= P2 = w(H+h) =

1( 1.20 + 0.4 ) = 1.6 T/m2

Force aching due to water pressure I.e. Net horizontal

Water force P1+ P2

2 = 1.2 T/m2

Horizontal water pressure at depth h =Fa= wHh= = 0.48 T

At depth H+h = Fb= P2-P1 = 0.72 T

2

Force due to water column at crest F3 = wha= = 0.32 T

Up lift pressure U = 1/2 cwb (H+h) = 1.152 T


H

H=P=

156

J.En. A.En.

156


1 Safety against over turning

Over turning moment Mo = H H 2

2 3 3

1.2 1.2 2

2 3 3

Mo= 2.419

Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)

Mr=

Mr= 4.416 + 2.355 + 0.640 = 7.41

Mr 7.411

Mo 2.419

Structure is safe against over turning

2 Safety against Rupture from tension

Net Vertical Pressure V = W1+W2+F3-U

2.400.48 0.720+

bFa + Fb +

Factor of safety = 3.063

u

+ 1.15

>1.5 Hence

STABILITY CHECKS

157


2.208 + 2.208 + 0.32 - 1.152 = 3.584

Position of resultant where it cut the base

Excess moment(Mr-Mo) 7.411 - 2.419

3.584

TRUE

3 Safety against crusing

Eccentricity e = b/2-X

-0.19

Crusting stress at the toe of theHead wall

Pc= V (1+_6e/b)

b

Pc= 0.773333

Pc<<20 Hence it is safe

1.39X=

Net vertical force

= =

157


4 Safety against sliding

Net vertical Force V= 3.584 T

Restorin force = uV = 0.70 X 3.584 (u=0.65 to 0.75)

2.5088 T

Sliding force Net horizontal force= Fa+Fb

0.48 + 0.72 = 1.2 T

Factor of safety = Restoring force 2.509

Sliding force 1.2

Hence it is safe


=

= 2.091 >1.3 Hence

158

J.En. A.En.

158


NAME OF WORK Construction of Water Harvesting structure MMS

Name of watershed Ummednagar

Name of Scheme IWMP

General features of anicut-:

Height of crest= 1.2 M.

Length of Crest 16 M.

Depth of foundation for H.W. = 2.0 M. Length of wing wall= 2.0 M.

Bottom width of H.W. = 2.4 M. Height of Wing wall= 0.6 M.

Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M.

Length of H.W.Ext = 5.0 M. Depth of foundation for Wing wall = 0.9 M.

Height of H.W.Ext. at H.W. = 1.8 M. Height of Toewall= 0.30 M.

Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M.

Bottom width for H.W.Ext. 0.8 M. Depth of foundation for Toe wall = 0.9 M.

Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M.

Length of side wall= 2.7 M. Width of Apron = 1.8 M.

Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M.

Height of side wall at W.W.End= 0.60 M.

Depth of foundation for side wall = 1.2 M.

DETAILED ESTIMATE OF WHSName of W/S Ummednagar (Jodhpur 69)

Depth of foundation for side wall = 1.2 M.

S.No. No L B H

1

Total

2

0 X 0.0 = 0 Sqm.

Quantity

Dag belling 5cm. To 7.5cm deep( As peritem no. page of W.D.& S.C. BSR ofJodhpur circle

Cutting and clearing of ordinary jungleincludling bushes shrubs and disposal asper instructrion of engineer incharge

Item

159


S.No. No L B H QuantityItem

3

Total Cum.

4

TotalCum

5

H.W. 1 X 16 X 2.7 X 2.0 = 86.40Cum.

Earth work excavation for foundation indry or moist soil including ramming ofbottom scrapping of sides dipodal of soilintial lift up to 1.5 m and lead up to 30M.

Benching of the base and depositing theexecavated material for bund for bundcanal dressing etc. all components

Earth work excavation for bund in harddry or moist soil including laying in layerof 15cm. Breaking of clods dressing torequire profile with manual compactionincluding intial lift up to 1.5 m and leadup to 30M.

H.W. 1 X 16 X 2.7 X 2.0 = 86.40Cum.

H.W.Ext Left

1 X 5.0 X 0.8 X 3.2 = 12.80Cum.

H.W.Ext Right

1 X 8.0 X 0.8 X 1.2 = 7.68Cum.

S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.

W.W. 2 X 2.0 X 0.6 X 0.90 = 2.16Cum.

Apron 1 X 16 X 1.8 X 0.60 = 17.28Cum.

T.W. 1 X 16 X 0.30 X 0.9 = 4.32Cum.

Total 150.99Cum.

1 30%45.30

Cum.

2 40%45.30

Cum.

3 30%60.40

Cum.

70% of total soil105.69 Cum

Execavation in ordinary murram

Execavation in compacted murram

Extra Lift of execavcated soil fromfoundation abiove 1.5 M.

Execavation in Hard soil

160



6

H.W. 1 X 16.0 X 2.7 X 0.3 = 12.96 Cum.

H.W.Ext 1 X 5 X 0.8 X 0.3 = 1.20 Cum.

1 X 8 X 0.8 X 0.3 = 1.92 Cum.

S.W. 2 X 2.65 X 0.80 X 0.3 = 1.27 Cum.

W.W. 2 X 2 X 0.6 X 0.3 = 0.72 Cum.

Apron 1 X 16.0 X 1.8 X 0.3 = 8.64 Cum.

T.W. 1 X 16.0 X 0.30 X 0.3 = 1.44 Cum.

Total 28.15 Cum.

7

H.W. 1 X 16.0 X 2.4 X 1.7 = 65.28 Cum.

Providing and laying of cement concretewell mixed in cement mortar 1:3:6 layingin position complete excluding curing withmaxmium size of aggregate up to 50 mm.etc. completeusing

I n Foundation Stone masonary cementsand mortar(1:6) for above 30 cm. Thickwall

H.W.Ext 1 X 5.0 X 0.8 X 0.9 = 3.60 Cum.

H.W.Ext 1 X 8.0 X 0.8 X 0.9 = 5.76 Cum.

S.W. 2 X 2.7 X 0.80 X 0.9 = 3.82 Cum.

W.W. 4 X 2.0 X 0.6 X 0.6 = 2.88 Cum.

T.W. 1 X 16.0 X 0.15 X 0.6 = 1.44 Cum.

Total 82.78 Cum.

8

H.W. 1 X 16.0 X 1.6 X 1.2 = 30.72 Cum.

H.W.Ext 1 X 5.0 X 0.7 X 1.8 = 6.30 Cum.

H.W.Ext 1 X 8.0 X 0.7 X 1.8 = 10.08 Cum.

S.W. 2 X 2.7 X 0.8 X 1.20 = 5.09 Cum.

In super structure Stone masonary above30 cm. Thick in cement sand mortar(1:6)

161



W.W. 2 X 2.0 X 0.6 X 0.6 = 1.44 Cum.

T.W. 1 X 16.0 X 0.30 X 0.30 = 1.44 Cum.

Total 55.07 Cum.

9

Apron 1 X 16.0 X 1.8 X 0.30 8.64 Cum.

Total 8.64 Cum.

10

H.W. 1 X 16.0 X 0.8 X 0.05 = 0.64 Cum.

H.W.Ext 1 X 5.0 X 0.6 X 0.05 = 0.15 Cum.

1 X 8.0 X 0.6 X 0.05 = 0.24 Cum.

S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.

W.W. 2 X 2.0 X 0.6 X 0.05 = 0.12 Cum.

Stone Kharanja in cement mortar 1:6 forbed and floor including cpaction etc.complete apron

Providing and laying of cement concretewell mixed in cement mortar 1:2:4 layingin position complete excluding curing withmaxmium size of aggregate up to 20 mm.etc. complete

T.W. 1 X 16.0 X 0.30 X 0.05 = 0.24 Cum.

Apron 1 X 16.0 X 1.80 X 0.1 = 2.88 Cum.

Total 4.43 Cum.

11

H.W. 1 X 16.0 X 2 = 32.00 Sqm.

Total 32.00 Sqm.

12

H.W.1 X 16.0 X 1.2 = 19.20 Sqm.

H.W.Ext.1 X 5.0 X 1.8 = 9.00 Sqm.

H.W.Ext.1 X 8.0 X 1.8 = 14.40 Sqm.

S.S2 X 2.7 X 1.8 = 9.54 Sqm.

W.W.2 X 2.0 X 0.6 = 2.40 Sqm.

T.W. 2X

16.0X

0.3= 9.60 Sqm.

Total=

64.14Sqm.

E/W in excavation for embakement2 X 24.5 X 5.75 X 2.15

605.76 cum

13

16.0 X 10.00 X 0.23 36.80 Cum

Dry stone pitching of Hammer dressedwitch packing of voids of small stoneincluding all lifts in require profile (23 cmdepth)

25 m.m thick plastering on new surface incement mortar (1:6)

Flush pointing in cement motar (1:3)

162


Height of crest= 1.2

Thickness of C.C. in (1:4:8) 0.3 M.


Depth of foundation for H.W. = 2.0 M

Bottom width of H.W. = 2.4 M

Top of H.W = 0.8 M

Length of H.W.Ext = 5.0 M

Height of H.W.Ext. at H.W. = 1.8 M

Top Width of H.W.Ext.= 0.6 M

Bottom width for H.W.Ext. 0.8 M

Depth of foundation for H.W.Ext.= 1.2 M

Length of side wall= 2.7 M

Bottom Width of S.W. 1.0 M

Height of side wall at W.W.End= 0.6 M

Depth of foundation for side wall = 1.2 M

Length of wing wall= 2.0 MLength of wing wall= 2.0 M

Height of Wing wall= 0.6 M

Bopttom width of Wing wall= 0.6 M

Depth of foundation for Wing wall = 0.9 MHeight of Toewall= 0.30 M

Top & Bopttom width of Toe wall= 0.3 M

Depth of foundation for Toe wall = 0.9 M

Thickness of Apron= 0.6 M

Width of Apron = 1.8 M

Embackment L 24.5 m

163



BW 9.5 TW 2 5.75 m

H 2.15 m

164



165



Name of watershed Ummednagar

Name of Scheme IWMP

S.No.

10.00 Cum. 0.70 0

2

0 Sqm. 0.70 03

0 Cum. 04

0 Cum. 104.00 05

150.99 Cum. 045.30 Cum. 113.00 5118.63 113.00 5118.628845.30 Cum. 165.00 7474.1 165.00 7474.10460.40 Cum. 218.00 13166.5 218.00 13166.502

6105.69 Cum. 13.30 1405.74 13.30 1405.7355

7

28.15 Cum. 428.6 12065.9 2883.0 81162.2168

75.78 Cum. 649.2 49193.8 2784.00 210960.389 48.07 Cum. 869.2 41780.7 3007.00 144540.48

L.Amount Amount

Disintigrated rockOrdinary rock

Abstract of Cost of Anicut

Cutting and clearing of ordinary jungleincludling bushes shrubs and disposalas per instructrion of engineer

Dag belling 5cm. To 7.5cm deep( Asper item no. page of W.D.& S.C.

Item Quatity Unit Lab.rate

In super structure Stone masonaryabove 30 cm. Thick in cement sandmortar(1:6)

Rate

Providing and laying of cementconcrete well mixed in cement mortar1:3:6 laying in position completeexcluding curing with maxmium size

I n Foundation Stone masonarycement sand mortar(1:6) for above 30


Benching of the base and depositingthe execavated material for bund forbund canal dressing etc. all Earth work excavation for bund inhard dry or moist soil including layingin layer of 15cm. Breaking of clods Earth work excavation for foundationin dry or moist soil including rammingof bottom scrapping of sides dipodal Execavation in Hard soil

166


10

8.64 Cum. 649.2 5609.09 2784.0 24053.7611

4.43 Cum. 448.9 1988.18 3520.0 15590.0812 Flush pointing in cement motar (1:3) 32.00 Sqm. 65 2080 90.00 288013

64.14 Sqm. 109.5 7023.33 206.00 13212.84

14 605.76 Cum. 104 62999.3 104.00 62999.315

36.80 Cum. 330.5 1217.00 44785.6209905 Total 627349.63

TOTAL 627350

Contingency % 18820Say total Cost 646170

647000.00

Prepared By Recommonded By

J.En. A.En.

Providing and laying of cementconcrete well mixed in cement mortar1:2:4 laying in position completeexcluding curing with maxmium size

25 m.m thick plastering on newsurface in cement mortar (1:6)

Dry stone pitching of Hammerdressed witch packing of voids ofsmall stone including all lifts in requireprofile (23 cm depth)

E/W forEmbakment

Stone Kharanja in cement mortar 1:6for bed and floor including cpactionetc. complete apron

167



Name of watershed

Name of Scheme IWMP

S.No. ITEM Quantity Cement Sand Aggrigate Stone

Cum / Sqm Begs Cum Cum Cum

1 Cement Concrete (1:4:8) 28.15 90.09 12.67 25.34_

2 Plaster in C.C. (1:4) 64.14 10.88 1.54_ _

3 Massonary in Cement sand mortar 1:6 123.84 173.38 37.15 _ 123.84

4 Pointing in Cement 32.00 1.32 0.13 _ _

5 Stone Kharanja in cement mortar (1:6) 8.64 12.096 2.592 _ 8.64

6 Cement concrete coping(1:2:4) 4.43 25.87 1.82 3.63

7 Dry Stone Pitching 36.80 _ _ _ 36.80

TOTAL 313.63 55.90 28.97 169.28

Say Bags 314

or 15.70 MT.

1 Cement 15.7 MT.

2 Sand 55.90 Cum.

3 Stones 169.28 Cum.

4 Aggregates 28.97 Cum.


J.En. A.En.

Material Statement

Ummednagar

168



Name of watershed

Name of Scheme IWMP AH.W.Ext.

H.W. 0.8

1.2c

S.W.0.6

B 2.7 B

APRON 1.8

TYPICAL PLAN AND SECTION OF MMS

0.6

1.60

Ummednagar

169

0.8T.W.

W.W

.

W.W

PLAN2A


A.En.J.En.

PLAN

169


0.6

0.8

1.2

0.32.4

21.8

BED LEVEL

170

20.3

SECTION ON A-A'

0.6

1.8

B.L.1

1.2

C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.

170

NAME OF WORK Construction of Water Harvesting structure PanchayatDistrict JodhpurName of Scheme IWMPName of Gram Panchayat Ummednagar Bhawad

Panchayat Samiti Baori

Name of Project UmmednagarJodhpur 69

This project is taken in IWMP Scheme.The proposed anicut will not only reduce

velocity of the runoff but also prevent the gullies from furthure soil erosion at the

same time it will be very much fruitful in recharging of downstream wells as well as

it will increase the moisture content of the soil . So an it improve its productivity the

retain water behind the structure can also be used for irrigation , and driniking

water for anmimals . The cross section and L-section have been surveyed by

dumpy level and catchment area has been taken from G.T. sheet / Revenue map.

Basic Data of Project

=

1 Catch ment Area = 15 Ha.

2 Maxmium Rain fall intencity = 5 Cm./hr.

3 General nature of catchment Area

a. Agricultural land = 10 Ha.

b. Nonarable land Land = 5 Ha.

4 Height of crest above G.L. = 0.9 M.

5 Flood lift = 0.4 M.

6 Free board = 0.2 M.

7 Top width of Head wall = 0.8 M.

8 Bottom width of Head wall = 1.80 M.

9 Width of concrete Bed = 2.10 M.

10 Length of crest = 10 M.

11 Percentage slope of land = 5.88

12 No. of well benifited = 4

13 No of farmer benifited =

a. S.C. = 7

b. S.T. = 0

c. Others = 33

Total = 40

TECHNICAL REPORT

171

14 Area to be benifited =

a. S.C. =

b. S.T. = 20

c. Others = 0

Total = 110

15 =

a. a)Raito of concrete at bed =

( Cement : Sand :Aggregate)(1:4:8) =

b. b) Raito of Masonary fondation & Super structure =


c. c) Raito of plastering and flush pointing of 25 mm. =


d Raito of Kharanja in cement mortar =

16 Cost of Project = 337000.00

a. Labour component = 99592

b. Material component = 224458

c. Contingency = 12951

Rates are as per GKN 2013 Jodhpur wef 1.04.2013

The Estimate are here with submitted for technical approvel an necessary action


J.En. A.En.

172

Name of work

Catch ment Area 15 Ha.

Maxmium Rain fall intencity 5 Cm/hr

General nature of catchment Area

Agricultural land 10

Non arable land Land 5

Height of crest above G.L. 0.9

Length of crest 10

Percentage slope of land 5.88

No. of well benifited 4

No of farmer benifited 40

S.C. 7

S.T.

Others 33

Total 40

Area to be benifited

S.C. 20

S.T. 0

Others 110

Total 130

GKN 2011 Jodhpur

Construction of WHS

173

A

Name of work-: Construction of WHS

I Available crest length 10 M

ii Total catchment Area 15 Ha. As per G.T.Sheet

iii Peak Runoff Rate

a) By Rational Method Use when catchment is <1300Ha.Qp = 0.0276 CIA Q=Run off in m3/sec.


K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 5

K = 700.9 A= Catchment Area in Ha. 15

Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 170

Tc = 3.03 H= Difference in elevation between most remote 10

point and and outlet point in meterQp= 0.0276 0.50 X 5 X 15

Qp = 1.04

b) By weir formula

Q = 1.71Lh3/2

Desgin calculation of WHS

174

Q = 1.71Lh

1.04 = 1.71 10 h3/2

h 0.15

Say h= 0.4

3 Free Board hw= Wave height in meter

Fb= 1.5hw Df= Fetch length in meter 120 Meter.

1.5X0.014(Df)1/2

Fb= 0.23

Say Fb= 0.2

(B) STRUCTURAL DESGIN

1 Head wall

a) Height of Head wall H= 0.9

b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3

(P-1)1/2

Tw= 0.35

Top width= 0.8

© Bottom width Bw Tw+0.8H

Bw= 1.52

So Bottom Width= 1.80 Meter

174

2 Head wall extension

a) Length= H+h+1+Fb

0.9 + 0.4 + 1 + = 2.30 Meter

say Length of Right side wall = 3 Meter

say Length of left side wall = 3.0 Meter

b) Height of Head Extensionwall = H+h+Fb

0.9 + 0.4 + 0.2 = 1.5 Meter


d) Bottom Width= 0.5(H+h) = 0.5( 0.9 + 0.4 )= 0.65 Meter

3 Side wall

a) Length= 1.75H+0.75h+0.45 = 2.33

But as per site condition= 2.7 Meter

b) Height:

At H.W.End= H+h+Fb 0.9 + 0.4 + 0.2 = 1.5 Meter

At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter

c) Top width= 0.6 Meter

d) Bottom width=

At H.W.End= 0.6+0.4(H+h) 1.1 Meter

At W.W.End= 0.6+0.4(1.5h) 0.8 Meter

But taken as= 1.0 Meter

4 Wing wall


175


b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 1.00 M


Bottom width of wing wall 0.6 Meter

5 Apron

a) Length= 10 Meter

b) Width= H+h+Fb 0.9 + 0.4 + 0.2 1.5 Meter

c) Thickness 0.6 Meter

6 Toe wall

a) Length= 10 Meter

b) Width= 0.3 Meter

c) Height= 0.3 Meter


J.En. A.En.

175


I= Intensity of rain fall in cm/hr. 5

A= Catchment Area in Ha. 15

L=Maxmium length of travel by runoff water in m. 170

H= Difference in elevation between most remote 10

point and and outlet point in meter

h= Head over the crest in mtr. 0.15 0.4

Df= Fetch length in meter 120

Fb =Free board 10 0.23 0.2

Top width Tw= 0.80 0.8

Height of cerst 0.9 0.9

Bottom Width of Head wall Bw 1.52 1.80

Lenth of Head wall extension Left= 2.30 3

Lenth of Head wall extension Right= 3.0


176


Bottom Width of Side wall 1.12 1

0.8

Length of wing wall 0.90 1

176

FREE BODY DIAGRAM

a= 0.8

b= 1.80

H= 0.9

h= 0.4

a

H

X

W1W2

fa

H/3

fb

H/3

177

b

b/3 2b/3

cw(H+H)

Specific Wt. Of masonary P= 2.3 T/m3

Specific Wt. of water w= 1 T/m3

Cofficient of uplift pressure c= 0.6

cofficient of friction atbed surface and creep length = 0.75

Weight of Dam-:

Weight of Dam-:

W1= aHP

W1= T 1.656 T

b-a 1.035 T

2

W(H+h)

HP=W2=

U

177

W= W1+W2= 1.656 + 1.035 = 2.691 T

Water pressure

At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2

At Depth H+h= P2 = w(H+h) =

1( 0.90 + 0.4 ) = 1.3 T/m2

Force aching due to water pressure I.e. Net horizontal

Water force P1+ P2

2 = 0.765 T/m2

Horizontal water pressure at depth h =Fa= wHh= = 0.36 T

At depth H+h = Fb= P2-P1 = 0.405 T

2

Force due to water column at crest F3 = wha= = 0.32 T

Up lift pressure U = 1/2 cwb (H+h) = 0.702 T


H

H=P=

178

J.En. A.En.

178

1 Safety against over turning

Over turning moment Mo = H H 2

2 3 3

0.9 0.9 2

2 3 3

Mo= 1.126

Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)

Mr=

Mr= 2.318 + 0.690 + 0.448 = 3.46

Mr 3.456

Mo 1.126

Structure is safe against over turning

2 Safety against Rupture from tension


1.800.36 0.405+

bFa + Fb +

Factor of safety = 3.07

u

+ 0.7

>1.5 Hence

STABILITY CHECKS

179


1.656 + 1.035 + 0.32 - 0.702 = 2.309

Position of resultant where it cut the base

Excess moment(Mr-Mo) 3.456 - 1.126

2.309

TRUE

3 Safety against crusing

Eccentricity e = b/2-X

-0.11

Crusting stress at the toe of theHead wall

Pc= V (1+_6e/b)

b

Pc= 0.81537

Pc<<20 Hence it is safe

1.01X=

Net vertical force

= =

179

4 Safety against sliding

Net vertical Force V= 2.309 T

Restorin force = uV = 0.70 X 2.309 (u=0.65 to 0.75)

1.6163 T

Sliding force Net horizontal force= Fa+Fb

0.36 + 0.405 = 0.765 T

Factor of safety = Restoring force 1.616

Sliding force 0.765

Hence it is safe


=

= 2.113 >1.3 Hence

180

J.En. A.En.

180

NAME OF WORK Construction of Water Harvesting structure

Name of Gram PanchayatUmmednagar Height of crest= 0.9

Name of Scheme IWMP Thickness of C.C. in (1:4:8) 0.3 M.

Name of Project Ummednagar Length of Crest 10 M.

General features of anicut-: Depth of foundation for H.W. = 2.0 M

Height of crest= 0.9 M.


Depth of foundation for H.W. = 2.0 M. Length of wing wall= 1.0 M. Bottom width of H.W. = 1.8 M

Bottom width of H.W. = 1.8 M. Height of Wing wall= 0.6 M. Top of H.W = 0.8 M

Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M. Length of H.W.Ext = 3.0 M

Length of H.W.Ext = 3.0 M. Depth of foundation for Wing wall = 0.9 M. Height of H.W.Ext. at H.W. = 1.5 M

Height of H.W.Ext. at H.W. = 1.5 M. Height of Toewall= 0.30 M. Top Width of H.W.Ext.= 0.6 M

Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. Bottom width for H.W.Ext. 0.7 M

DETAILED ESTIMATE OF WHS

Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. Bottom width for H.W.Ext. 0.7 M

Bottom width for H.W.Ext. 0.7 M. Depth of foundation for Toe wall = 0.9 M. Depth of foundation for H.W.Ext.= 1.2 M

Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M. Length of side wall= 2.7 M

Length of side wall= 2.7 M. Width of Apron = 1.5 M. Bottom Width of S.W. 1.0 M

Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M. Height of side wall at W.W.End= 0.6 M

Height of side wall at W.W.End= 0.60 M. Depth of foundation for side wall = 1.2 M

Depth of foundation for side wall = 1.2 M. Length of wing wall= 1.0 M

S.No. No L B H Height of Wing wall= 0.6 M

1 Bopttom width of Wing wall= 0.6 M

Depth of foundation for Wing wall = 0.9 MHeight of Toewall= 0.30 M

Top & Bopttom width of Toe wall= 0.3 M

TotalDepth of foundation for Toe wall = 0.9 M

2Thickness of Apron= 0.6 M

Width of Apron = 1.5 M

0 X 0.0 = 0 Sqm.Embackment L 18 m

Quantity

Dag belling 5cm. To 7.5cm deep( As peritem no. page of W.D.& S.C. BSR ofJodhpur circle

Cutting and clearing of ordinary jungleincludling bushes shrubs and disposal asper instructrion of engineer incharge

Item

181

S.No. No L B H Height of Wing wall= 0.6 MQuantityItem

3BW 7 TW 1.5 4.25 m

H 2 m

Total Cum.

4

TotalCum

5

H.W. 1 X 10 X 2.1 X 2.0 = 42.00Cum.

H.W.Ext

Benching of the base and depositing theexecavated material for bund for bundcanal dressing etc. all components

Earth work excavation for bund in harddry or moist soil including laying in layerof 15cm. Breaking of clods dressing torequire profile with manual compactionincluding intial lift up to 1.5 m and leadup to 30M.

Earth work excavation for foundation indry or moist soil including ramming ofbottom scrapping of sides dipodal of soilintial lift up to 1.5 m and lead up to 30M.

H.W.Ext Left

1 X 3.0 X 0.7 X 3.2 = 6.24Cum.

H.W.Ext Right

1 X 3.0 X 0.7 X 1.2 = 2.34Cum.

S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.

W.W. 2 X 1.0 X 0.6 X 0.90 = 1.08Cum.

Apron 1 X 10 X 1.5 X 0.60 = 9.00Cum.

T.W. 1 X 10 X 0.30 X 0.9 = 2.70Cum.

Total 83.71Cum.

1 60%50.23

Cum.

2 30%25.11

Cum.

3 10%8.37

Cum.

70% of total soil58.60 Cum

Execavation in Hard soil


Disintigrated rock

Ordinary rock

182


6

H.W. 1 X 10.0 X 2.1 X 0.3 = 6.30 Cum.

H.W.Ext 1 X 3 X 0.7 X 0.3 = 0.59 Cum.

1 X 3 X 0.7 X 0.3 = 0.59 Cum.

S.W. 2 X 2.65 X 0.65 X 0.3 = 1.03 Cum.

W.W. 2 X 1 X 0.6 X 0.3 = 0.36 Cum.

Apron 1 X 10.0 X 1.5 X 0.3 = 4.50 Cum.

T.W. 1 X 10.0 X 0.30 X 0.3 = 0.90 Cum.

Providing and laying of cement concretewell mixed in cement mortar 1:3:6 layingin position complete excluding curing withmaxmium size of aggregate up to 50 mm.etc. completeusing

Total 14.26 Cum.

7

H.W. 1 X 10.0 X 1.8 X 1.7 = 30.60 Cum.

H.W.Ext 1 X 3.0 X 0.7 X 0.9 = 1.76 Cum.

H.W.Ext 1 X 3.0 X 0.7 X 0.9 = 1.76 Cum.

S.W. 2 X 2.7 X 0.65 X 0.9 = 3.10 Cum.

W.W. 4 X 1.0 X 0.6 X 0.6 = 1.44 Cum.

T.W. 1 X 10.0 X 0.15 X 0.6 = 0.90 Cum.

Total 39.55 Cum.

8

H.W. 1 X 10.0 X 1.3 X 0.9 = 11.70 Cum.

H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.

In super structure Stone masonary above30 cm. Thick in cement sand mortar(1:6)

I n Foundation Stone masonary cementsand mortar(1:6) for above 30 cm. Thickwall

183


H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.

S.W. 2 X 2.7 X 0.8 X 1.05 = 4.45 Cum.

W.W. 2 X 1.0 X 0.6 X 0.6 = 0.72 Cum.

T.W. 1 X 10.0 X 0.30 X 0.30 = 0.90 Cum.

Total 23.40 Cum.

9

Apron 1 X 10.0 X 1.5 X 0.30 4.50 Cum.

Total 4.50 Cum.

10

Stone Kharanja in cement mortar 1:6 forbed and floor including cpaction etc.complete apron

Providing and laying of cement concretewell mixed in cement mortar 1:2:4 layingin position complete excluding curing withmaxmium size of aggregate up to 20 mm.

H.W. 1 X 10.0 X 0.8 X 0.05 = 0.40 Cum.

H.W.Ext 1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.

1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.

S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.

W.W. 2 X 1.0 X 0.6 X 0.05 = 0.06 Cum.

T.W. 1 X 10.0 X 0.30 X 0.05 = 0.15 Cum.

Apron 1 X 10.0 X 1.50 X 0.1 = 1.50 Cum.

Total 2.45 Cum.

11

H.W. 1 X 10.0 X 1.35 = 13.45 Sqm.

Total 13.45 Sqm.

etc. complete

Flush pointing in cement motar (1:3)

184


12

H.W.1 X 10.0 X 0.9 = 9.00 Sqm.

H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.

H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.

S.S2 X 2.7 X 1.5 = 7.95 Sqm.

W.W.2 X 1.0 X 0.6 = 1.20 Sqm.

T.W. 2X

10.0X

0.3= 6.00 Sqm.

Total=

33.15Sqm.

E/W in excavation for embakement2 X 18 X 4.25 X 2

306.00 cum

13Dry stone pitching of Hammer dressedwitch packing of voids of small stone

25 m.m thick plastering on new surface incement mortar (1:6)

10.0 X 10.00 X 0.23 23.00 Cumincluding all lifts in require profile (23 cmdepth)

185


Name of Gram Panchayat Ummednagar

Name of Scheme IWMP

S.No.

10.00 Cum. 0.80 0

2

0 Sqm. 0.70 03

0 Cum. 04

0 Cum. 113.00 05

83.71 Cum. 050.23 Cum. 113.00 5675.67 113.00 5675.673625.11 Cum. 165.00 4143.74 165.00 4143.744

8.37 Cum. 196.00 1640.76 196.00 1640.7552

658.60 Cum. 13.00 761.779 13.00 761.7792

7

14.26 Cum. 428.6 6113.34 2883.0 41121.6718

39.55 Cum. 649.2 25676.2 2784.00 110108.599 23.40 Cum. 784.2 18347.9 3048.00 71314.056

L.Amount Amount

Disintigrated rockOrdinary rock

Abstract of Cost of WHS

Cutting and clearing of ordinaryjungle includling bushes shrubsand disposal as per instructrion of

Dag belling 5cm. To 7.5cm deep(As per item no. page of W.D.&

Item Quatity Unit Lab.rate

In super structure Stonemasonary above 30 cm. Thick incement sand mortar(1:6)

Rate

Providing and laying of cementconcrete well mixed in cementmortar 1:3:6 laying in positioncomplete excluding curing with I n Foundation Stone masonary

cement sand mortar(1:6) for


Benching of the base anddepositing the execavatedmaterial for bund for bund canal Earth work excavation for bund inhard dry or moist soil includinglaying in layer of 15cm. Breaking Earth work excavation forfoundation in dry or moist soilincluding ramming of bottom Execavation in Hard soil

186

10

4.50 Cum. 649.2 2921.4 2784.0 1252811

2.45 Cum. 448.9 1099.36 3520.0 8620.4812 Flush pointing in cement motar (1:3) 13.45 Sqm. 39.8 535.454 90.00 1210.826213

33.15 Sqm. 25.7 851.955 206.00 6828.9

14 306.00 Cum. 104 31824 104.00 3182415

23.00 Cum. 330.5 1217.00 2799199591.6 Total 323769.48

TOTAL 323769

Contingency % 12951Say total Cost 336720

337000.00


J.En. A.En.

Providing and laying of cementconcrete well mixed in cementmortar 1:2:4 laying in positioncomplete excluding curing with

25 m.m thick plastering on newsurface in cement mortar (1:6)

Dry stone pitching of Hammerdressed witch packing of voids ofsmall stone including all lifts inrequire profile (23 cm depth)

E/W forEmbakment

Stone Kharanja in cement mortar1:6 for bed and floor includingcpaction etc. complete apron

187


Name of Gram Panchayat Ummednagar

Name of Scheme IWMP

S.No. ITEM Quantity Cement Sand Aggrigate Stone

Cum / Sqm Begs Cum Cum Cum

1 Cement Concrete (1:4:8) 14.26 45.64 6.42 12.84_

2 Plaster in C.C. (1:4) 33.15 5.62 0.80_ _

3 Massonary in Cement sand mortar 1:6 62.95 88.13 18.88 _ 62.95

4 Pointing in Cement 13.45 0.55 0.06 _ _

5 Stone Kharanja in cement mortar (1:6) 4.50 6.3 1.35 _ 4.5

6 Cement concrete coping(1:2:4) 2.45 14.30 1.00 2.01

7 Dry Stone Pitching 23.00 _ _ _ 23.00

TOTAL 160.55 28.51 14.85 90.45

Say Bags 161

or 8.05 MT.

1 Cement 8.05 MT.

2 Sand 28.51 Cum.

3 Stones 90.45 Cum.

4 Aggregates 14.85 Cum.


J.En. A.En.

Material Statement

188

NAME OF WORK Construction of Water Harvesting structure Name of Gram Panchayat Ummednagar

Name of Scheme IWMP Ac

3 10.0 3

H.W.Ext.H.W. 0.8

1.1c

S.W.0.6

B 2.7 B

APRON 1.5

TYPICAL PLAN AND SECTION OF WHS

0.6

1.00

189

APRON 1.5

0.81

A


A.En.J.En.

PLAN

189

0.6

0.8

0.9

0.6

0.31.8

20.3

1.5

BED LEVEL

190

0.3

SECTION ON A-A'

0.6

1.5

B.L.1

1.2

C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.

190

Block: Baori District: Jodhpur No. 1

Length 9.250

Ø-la- dk;Z fooj.k

1 Mkx csfyax nsuk 1 X 2.00 X 9.250 = 18.500 18.500 eh-

2 1 X 9.25 X 2.10 X 0.45 = 8.741

1 X 9.25 X 1.50 X 0.30 = 4.163

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

14.524 14.524 ?k-eh-

3 1 X 9.25 X 2.40 X 0.45 = 9.990

1 X 9.25 X 1.50 X 0.30 = 4.163

eq[; fnokj izFke pj.k 1 X 9.25 X ( 2.10 + 0.9 ) /2 X 0.75 = 10.406

eq[; fnokj f}rh; pj.k 1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

26.179 26.179 ?k-eh-

1 X 9.250 X 0.9 0.15 1.24875 1.24875

lhesaV dkdhaV 1 lhesaV % 2 ctjh % 4 iRFkj

,xzhxsV vuqikr es 12 fe-eh- ukeh; eki dh

,xzhxsV ds lkFk Mkyuk rFkk uhMy rFkk lrgh

dEiu e'khu ¼okbZozsVj½ pykuk rFkk uk f[kldus

okyh lrg ds fy,] pkgs x, xzsM] dsEcj ;k

lqij ,yhos'ku es rS;kj djukA A

4

uki ek=k

Name of watershed: Ummednagar (Jodhpur 69)

lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ

rd eq[; fnokj ,ao uhao gsrq

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh

esa

Loose stone checkdam (L.S.C.D)

191 Pg.-191


Block: Baori District: Jodhpur

L

Ø-la- dk;Z fooj.k ek=k Je nj dqy nj izfr Je jkf'k dqy jkf'k

1 MkWx csfyax nsuk 18.500 0.700 0.700 ?k-eh- 12.950 12.950

26.179 515.200 1955.000 ?k-eh- 13487.292 51179.456

4lhesaV dkdhaV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr es

12 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk Mkyuk rFkk uhMy

rFkk lrgh dEiu e'khu ¼okbZozsVj½ pykuk rFkk uk f[kldus

1.249 448.900 3520.000 ?k-eh- 560.564 4395.600

Total 52833.590

contigency 4% 2113.3436

Grand total 54946.934

Say 55000.000

1641.184113.000

?k-eh-1641.184


3lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[;

fnokj ,ao uhao gsrq

113.0002uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa

14.524

192 Pg.-192


Length 9.000

Ø-la- dk;Z fooj.k


2 1 X 9.00 X 2.10 X 0.45 = 8.505

1 X 9.00 X 1.50 X 0.30 = 4.050

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

14.175 14.175 ?k-eh-

3 lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ

rd eq[; fnokj ,ao uhao gsrq1 X 9.00 X 2.40 X 0.45 = 9.720



21.465 21.465 ?k-eh-



uki ek=k

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh

esa

193 Pg.-193



L



21.465 515.200 1955.000 ?k-eh- 11058.768 41964.075

Total 43578.450

Total 1743.138


113.000

?k-eh-1601.775 1601.775


fnokj ,ao uhao gsrq


2

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa14.175 113.000

194 Pg.-194


Length 4.000

Ø-la- dk;Z fooj.k


2 1 X 4.00 X 2.10 X 0.45 = 3.780

1 X 4.00 X 1.50 X 0.30 = 1.800

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

7.200 7.200 ?k-eh-

3 1 X 4.00 X 2.10 X 0.45 = 3.780

1 X 4.00 X 1.50 X 0.30 = 1.800



11.700 11.700 ?k-eh-


uki ek=k


lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa

195 Pg.-195






11.700 515.200 1955.000 ?k-eh- 6027.840 22873.500

Total 23692.700

contigency 4% Total 947.708


Say 25000.000

813.600113.000

?k-eh-813.600113.0002


7.200

3lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq

196 Pg.-196


Length 4.500

Ø-la- dk;Z fooj.k


2 1 X 4.50 X 2.10 X 0.45 = 4.253

1 X 4.50 X 1.50 X 0.30 = 2.025

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

7.898 7.898 ?k-eh-

3 1 X 4.50 X 2.10 X 0.45 = 4.253

1 X 4.50 X 1.50 X 0.30 = 2.025



12.960 12.960 ?k-eh-

4

1 4.50 0.9 0.15 0.6075 0.6075 ?k-eh-

lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq




uki ek=k


197 Pg.-197






12.960 515.200 1955.000 ?k-eh- 6676.992 25336.800

4


0.6075 448.9 3520 ?k-eh- 272.707 2138.400

Total Total 28373.918

contigency 4% 1134.9567


Say 30000.000

892.418

3lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq


7.898 113.000 113.000

?k-eh-892.4182

198 Pg.-198


Length 3.500

Ø-la- dk;Z fooj.k


2 1 X 3.50 X 1.50 X 0.30 = 1.575

1 X 3.50 X 1.50 X 0.30 = 1.575

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

4.770 4.770 ?k-eh-

3 1 X 3.50 X 1.50 X 0.30 = 1.575

1 X 3.50 X 1.50 X 0.30 = 1.575



6.975 6.975 ?k-eh-

lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh

mpkbZ rd eq[; fnokj ,ao uhao gsrq

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r

feV~Vh esa


uki ek=k


199 Pg.-199






6.975 515.200 1955.000 ?k-eh- 3593.520 13636.125

Total 14178.810

contigency 3% Total 425.3643


Say 15000.000

113.0002uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa

4.770


fnokj ,ao uhao gsrq

539.010113.000

?k-eh-539.010

200 Pg.-200

Construction of Waste Weir

SCHEME : IWMP BLOCK: Baori

DETAILS OF WORK AND ABSTRACT OF COST

L of HW Ht of SW Ht of HW

NAME OF WATERSHED: Ummednagar (Jodhpur 69) 18 5 2.5

y- pkS- Åa@x- QhV dqy eh- Je dqy Je dqy

1 2 8 3 3.25 156

4 3.5 3 3.25 136.5

1 17.5 4 3.5 245

0

0

0

537.5 15.21 cum. 113.00 113.00 1718.7 1718.7

2 2 8 3 0.5 24

4 3.5 3 0.5 21

1 17.5 4 0.5 35

0

0

80 2.26 cum. 428.60 2667.00 968.64 6027.4

3 2 8 2.5 2.75 110

4 3.5 2.5 2.75 96.25

2 17.5 3.5 3 367.5

ek=kdz-la- fo'ks"k fooj.k bZdkbZ nj jkf'k

uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZrd feêh dh [kqnkbZ djuk] ry dks dqVuk] ikuhMkyuk cxy dks laokjuk] [kqnh feêh dks ckgjfudkyuk uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu%feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dhnwjh rd fuLrkj.k djuk

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh;eki dh iRFkj fxÍh@bZV fxÍh] lhesUV & jsrelkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr easfeykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA

uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdklhesaV&ctjh 1 % 3] 1 % 6 ;k 1 % 8 elkys es] e;cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA

dk;Z dk fooj.k la-

NAME OF WATERSHED: Ummednagar (Jodhpur 69)

2 17.5 3.5 3 367.5

0

573.75 16.23 cum. 649.20 2784.00 10537 45184

4 2 8 1.25 5 100

4 3.5 1.5 5 105

1 18 2.5 2.5 112.5

(3+2)/2

;ksx 317.5 8.98 cum. 784.20 3048.00 7042.1 27371

5 1 18 2.75 0.3333 16.5

0

16.5 0.46 cum. 274.80 1161.00 126.41 534.06

6 dksfiax dk dk;Z C:C (1:2:4) 1 18 2.75 1 49.5

1 18 2 1 36

1 30 1.5 1 45

130.5 12.12 sqm. 150.70 314.00 1826.5 3805.7

vf/kjpuk esa lhesaV elkyk 1%6 es iRFkj dh pqukbZdk dk;Z

Q'kZ ds uhps lq[ks iRFkjks dk [kajtk MkyukA

Page 201

7 2 8 5 1 80

4 4 5 1 80 7.432 sqm.

2 18 2.5 1 90

mi ;ksx 250

dVksfr;ka 2 2 2.5 1 10

'ks"k 240 22.29 sqm. 77.00 90.00 1716.3 2006.1

15852 47718

Rate

Skilled labour 325

Unskilled labour 135

Water Je A 15852

lkexzh B 31866

Upto plinth lhesaV 2 dqy C 47718

lhesaV 2 1908.7

dqy ;ksx (C+D) 49627

Say 50000

dz-la- dqy lkexzh vko';drk nj jkf'k cft

1 pwuk fd-xzk- 2.25 0

2 jsr@ctjh ?k-eh- 380 3385.8 315

3 fxêh iRFkj dh 40 fe-eh- ukeh; eki dh ?k-eh- 400 800 70.7

4 fxêh iRFkj dh 20 fe-eh- ukeh; eki dh ?k-eh- 550 302.5 19.4

5 iRFkj ?k-eh- 575 14490 890

6 lhesUV fd-xzk- 220 8714.68 39.6 Bag

27693

vU; 1908.72

iRFkj dh pqukbZ ij lhes.V elkyk 1:3 ls Vhiksdk dk;Z

jkf'k

Add 3% for conti. D=(C*0.04)

Quantity Amount

24.00 7800

25.2

57.00 7695

546

16041

bZdkbZ ek=k

0.0

8.910000

2.0

0.55

1980.61

vU; 1908.72

dqy ;ksx 29601.7

Page 202

CROSS SECTION AT A A'

2.0'

1' 6"5.0

2.5

2' 6"8.0 '


8.0

3.5

1' 6"

A A'

18

2' 6"


PLAN

Page 203

Silvi Pasture Development

Area 10 ha Benefit

Abstruct of Cost Area Rate Amount Net return

Net return for three

year

Name of work Cost Ha Kg/ha Kg per kgDhaman seed 5 25 125 100 12500 10 1250 11250 33750

V. Ditch 104600 Dhaman grass 5 2000 10000 4 40000 1 10000 30000 90000Agro Forestry 519300 41250 123750

Water Harvesting Strcture 260000Fencing 365613

1249513

Say 12.5 Lacssay per ha cost of pasture development work is 1.34 lac per ha

Note:-

Note :- Over head tank has been taken to life saving watering for plantation.and to supply drinking water for pets animal &birds

Prodoction Expenditure

This benefit is for initial phase. If we menage it best we can fullfill other requirement of villagers like fodder problem &,fuel wood problem

To get final phase proper menagement require for this through WDF fund We will get Desi Babul wood for furnituremaking to support livelihood of land less labours

204 204-209 19 Pasture development in IWMP Jodhpur 69

Design of Water Harvesting Strcture

Collection of Water = Area * rainfall*30% Capacity as per Structural design

Catchment Area = 0.186 ha. Cum= Area*Hight= 1860 Sqm Area = 88

Rainfall = 0.3 MtrHight = 1.50

Collection of water = 167.4 Cum132 Cum

Capacity Cum*1000 Capacity Cum*1000= 167400 = 132000

Hence rainfall on catchment area can fillup the tanka by water

Production Measures Total requirement of water for pasture dovelopment=

No ofplant

water require per plant

Avable water

Water requirefrom outhersource

Source

One watering require 15 Ltr 5000 90 450000 Ltr 132000 318000 Anicut/pond

No of watering per Year 6 No

Total Ltr require per plant per year 90 Ltr

No of plant can survive = capacity/ water require per plant per year= 1466.667

say 1466.667 plant

Total water require


Water Harvesting Strcture Length Width Excavation Above GL Mesonary Wall Width

Water tank For collection of water 11 8 2.2 0.6 2.5 0.45

Capacity Plant Ha.

167200 Ltr 139 0.50

So.no Activity No Length Width Hight Qty Unit Rate Amount

1

Earth work Excavation in hard soil up to 1.5 mt Hight and

deposited excavated meterial lead op to 150

2B

1 11 8 2.2 193.6 cum. 113 21876.80

2 Spreding And compection of excaveted soil in required profile 5 1 11 8 2.2 193.6 cum. 45 8712.00

3

Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25

mm concrete Using mixture & vibrater 11C/A 1 11 8 0.3 26.4 cum. 2333 61591.20

4RR stone mesonary in Cement sand mortar 1 : 6 24A/A

2 11.9 0.45 2.5 26.775

2 8 0.45 2.5 1844.775 cum. 2902 129937.05

5

50 mm Cement concrete 1 : 2 : 4

(1 cement : 2 sand : 4 concrete) 12mm

56

2 11.9 0.45 10.712 8 0.45 7.2

17.91 sqm. 314 5623.74

6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 66A 2 11 2.5 55

2 8 2.5 4095 sqm. 206 19570.00

7

Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick on stone 67A

2 11.9 0.6 14.28

2 8.9 0.6 10.6824.96 sqm. 206 5141.76

252452.55

7573.58260026.13G Total

Model EstimateHight

TotalAdd 3% Contingency


Estimate for V.Ditch

Area Length Width Interwell No of row LengthHa mtr mtr mtr mtr5 500 100 5 100 10000

0.6

Dhaman require =6 kg/ha 30 KgSpacing 5 mtr 0.3Spacing of grass seed 15 Cm

Sr. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount

1 Jungal clearence July flora 80 800 60 48000 Sqm 1.7 81600.00

2 Earth work Excavation in hard soil up to

1.5 mt Hight and deposited excavated

meterial lead op to 50

120A/B 0.5 10000 0.60 0.3 900.00 Cum 92 82800.00

3 Making of balls of grass seed(1:1:2:2) 1

grass seed:1FYM : 2 sand : 2 clay 3/1/9

forest 50 kg 50.00

Per 6 kg

meterial 17 850.00

4 Showing of balls of grass seed by dibling

method at 30 cm spacing

3/2/9

forest 50 kg 50

Per 6 kg

meterial 109 5450.00

5 Cost of seed CAZARI Jodhpur 50 Kg 250 12500.00

101600.0

3048.0

104648.0

104600.0

Total

Add 3% contengecy

G Total

Say


Length Width Area

Plant to pant Spacing 5 5 25 Sqm No of plant 2000

Avalable Area 5 Ha Gap filling 20% 400

Total no of Plants 2400

Item no

Year No./Year

1Diging of pit( kankar

boulder soil)

110 C

1 0.45 0.45 0.45 1.00 No 16.5 16.50 39600.00

2Mixing with soil & filling

pit

5

1 0.45 0.45 0.3 0.06 cum. 36.8 2.24 5376.00

3Cost of Plant As per

forest 1.00 No. 25 25.00 60000.00

4 Planting tree 111 A 1.00 No. 4.5 4.50 10800.00

5 Making thavla 115 A 3 1 1.00 No. 3 3.00 7200.00

6 Hoeing 114 3 1 3.00 No. 1.2 3.60 8640.00

7Insectiside treatment Market

rate3

0.03 ml 0.009 Ltr 300 2.70 6480.00

8 Watering 115 3 9 27.000 no 2.2 59.40 142560.00

9 Watch & ward Minimum

weges3

36 36.00 Month 4316 78 186451.20Water

require per

watering

Waterring per

year

No of plant

Water requirement

10Supply of water tanker 106 B

3 159 1 405.00

per 1000 ltr 3km 38.1 15.43 37032.00

TOTAL Total 504139.20

15124.18519263.38

519300.00

Problem & solution:- NEEL GAY ( Roz) can destroy all plantation work. Such that Watch and ward require on agriment Note :- We have Chokidar for this Area in this estimate. We supplying water by Tanker .

Estimate include gap filling 20 %

AmountUnitLength Hight Qty

Contengency 3%

Width

Say

Grand total

Model estimate for Plantation

Discription

Total

S.No

Amount for 10 ha.

Rate


0.61.8 0.2

0.30.45

0.3 0.15No of post 100

S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 121A 100 1.8 0.18 0.15 4.73 Cum 2744 12965.402 Centering & shutering 45A 100 1.8 0.3 54 Sqm 87 4698.00

Mtr Kg/Mtr


Ring specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG46 486.9 KG 56.7 27607.23

4 Angle iron 25*25*3/ (stone slabe) 100 1.05 105 1.176 123.48 Kg 47.7 5890.00Cost for 100 posts 51160.63

Cost for one post 511.6115.35

526.95

Area 5.00 Ha 527.00

Model estimate

0.15

3

Cost for 100 posts

Fencing post

TotalSay

Cost for one postAdd 3% contengency

Area 5.00 Ha 527.00

Say 5.00 Ha 527.00

Length 2200 mtr.Say 2200 mtr. No of post As per length= Length/specing 367 Total

Specing 6 mtr. Two Aditional post require after every 10 Posts 75 442

S.No Discription Item no. NoLength of single wire

Total length

Kg/mtr Quantity Unit Rate Amount

1 Supply of barberbed wire fencing 14 gauge 65 6 2200 13200 0.08 1056 Kg 56 59136.002 Supply of cement concrete post mo.est. 442 442.00 No 527.00 232934.003 Transpotation of posts 2 km. 107 442 0.04725 20.88 Cum 108.6 2268.06

4 Transpotation of posts to pit up to one km. 107 442 442.00 No 98.8 43669.605 fixing of Rcc post in 45 cm. deep pit 2B 442 0.45 0.45 0.45 40.28 Cum 92 3705.516 Cost of binding wire mo.est. 15 Kg 47.41 711.157 Tidening of barberded wire 5.5/forest 13200 mtr 0.95 12540.00

354964.32

10648.93365613.25

365613.00Say

SaySay

TotalAdd 3% contengency

G Total


Scheme: IWMP

District: Jodhpur

PLANTATION DETAILED ESTIMATE AND ABSTRACT OF COST

Name Of Work: Plantation Works in Non Arable land

(A) I st

Year

dz-la- dk;Z fooj.k izfr ek=k nj jkf'k

45 x 45 x 45 lseh eki ds xM~Ms djuk dBksj feV`Vh

200 8.30 1660.00

dadj@eqje feV`Vh 300 16.50 4950.00

¼ch-,l-vkj- vkbVe ua- 2 c o l½

ikS/kk jksfir djuk ¼c½ lkekU; tehu esa 200.00 3.70 740.00

iFkjhyh tehu 300.00 4.50 1350.00

¼ch-,l-vkj- vkbVe ua- 113 c o l½ikS/kksa dh fujkbZ xqMkbZ djuk 15 lseh xgjkbZ rd rFkk 45 lseh v)ZO;kl rd

¼ch-,l-vkj- vkbVe ua- 116½

4 ikS/kksa dks dhVuk’kd nsuk e; dhVuk’kd dh dher ¼cktkj nj ds vuqlkj½ Nos. 500.00 2.00 1000.00

Fkkaoyk cukuk] de ls de 50 lseh v)ZO;kl dk

iFkjhyh tehu 300.00 3.00 900.00

vU; tehu 200.00 2.20 440.00

¼ch-,l-vkj- vkbVe ua- 117 v o c½

ikS/kksa dks ikuh fiykuk 15 yhVj izfr ikS/kk ¼o"kZ es 12 ckj½500x6=3000¼ch-,l-vkj- vkbVe ua- 115½ikS/ks dh ykxr e; ifjogu

¼cktkj nj ds vuqlkj½

8 ikS/kksa dk ifjogu ulZjh ls o`{kkjksi.k LFky rd ¼yksfMax o vuyksfMax lfgr½ 1 fd-eh- Å¡V xkMh }kjk

Nos. 500.00 1.00 500.00

ikuh dh ykxr e; ifjogu 5 fd-eh- rd 15 yh X 3000 = 45000 yh-¼ch-,l-vkj- vkbVe ua- 108½

10 ikys o yw ls cpko gsrq >ksais cukuk Nos. 100.00 4.5 362.00

11 100 ikS?kks ds iqfuZax djuk ¼ekMy ,LVhesV ou foHkkx½ Nos. 100.00 0.96 96.00

ikS/kks dh ns[kHkky o lqj{kk

TOTAL(A) 38557.00

9

12

500.00 25.00 10000.00

7

Nos. 6000.00 2.20 13200.00

Nos.

6

Nos.

5

Nos.


10358.40

1899.00

Nos.

Nos. 312.00

3

Nos.2x500=

10001.50

1

2


166

Liter 45000.00 53.5/1000

1500.00

210


(B) II nd

Year


1 100 ikS/kks dk dstq;YVh fjiyslesaV djukNos. 100.00 8.25 135.00

ikS/ks dh ykxr e; ifjogu¼cktkj nj ds vuqlkj½

3 ikS/kks dk ifjogu ulZjh ls o`{kjksi.k LFky rd ¼yksfMax o vuyksfMax lfgr½ Nos. 100.00 1.00 100.00

ikS/kksa dh fujkbZ xqMkbZ djuk 15 lseh xgjkbZ rd rFkk 45 lseh v)ZO;kl rd

2x500=1000


ikS/kksa dks ikuh fiykuk 15 yhVj izfr ikS/kk ¼o"kZ es 6 ckj½ 500 x 3 =1500


ikuh dh ykxr e; ifjogu 5 fd-eh- rd

15 yh X 1500 = 22500 yh-


7 100 ikS/kksa ds fy, ikys@yw ls lqj{kk gsrq >Skais cukuk Nos. 100.0 3.62 362.00

8 100 ikS/kksa dh iqfuZax djuk Nos. 100.0 0.96 96.00

9 ikS/kks dh ns[kHkky o lqj{kk Nos. 312.0 166 10358.40

TOTAL(B) 24466.40

1200.00

2.20

Nos.

5400.00

Nos. 22500.0 53.5/1000 4815.00

4

5

6

2


Nos. 100.00 2000.00

1000.00

Nos. 3000.00

1.50

25.00

211



(C) III rd

Year


ikS/kksa dks ikuh fiykuk 15 yhVj izfr ikS/kk ¼o"kZ es 6 ckj½ 500 x 2 =1000

¼ch-,l-vkj- vkbVe ua- 115½ikuh dh ykxr e; ifjogu 5 fd-eh- rd 15 yh X 1000 = 15000 yh-¼ch-,l-vkj- vkbVe ua- 108½ikS/kksa dh fujkbZ xqMkbZ djuk 15 lseh xgjkbZ rd rFkk 45 lseh v)ZO;kl rd

1x500=1000¼ch-,l-vkj- vkbVe ua- 116½

4 200 ikS/kksa dh iqfuZax djuk Nos. 500.0 0.96 192.00

5 ikS/kks dh ns[kHkky o lqj{kk Nos. 312.0 166 10358.40

TOTAL(C) 20157.90

Scheme: IWMP

District: Jodhpur



(D) IV th

Year


1 ikS/kks dh ns[kHkky o lqj{kkNos. 312.0 166 10358.40

TOTAL(D) 10358.40

Total Cost Per Ha. (A+B+C+D) 93539.70

93539.70

3741.59

G. TOTAL 97281.29

Say Rs. 97300.00

Per Ha.

Labour 71268.00

Material 22290.00

Contigency 3742.00

Total 97300.00

W. D. T. (Technical)

I. W. M. P. I. W. M. P.

600.00500.00

3

Nos. 1.50



(Rupees Ninty seven Thousand three hundred only)

Add 3% Contigency

Note: Rate has been taken from the BSR issued by Zila Parishad Jodhpur on 1/4/2014.


A. En. & P. I. A.

1

Nos. 3000.00 2.20 6600.00

2

Nos. 45000.0 53.5/1000 2407.50

212

S.No. Name of tools Specfication Quantity

1 Hand saw Size 15" 1 No.

2 Hand saw Size 12" 1 No.

3 Screw driver Size 8" x 25 mm 1 No.

4 Combination pliers Size 8" Make - Taparia 1 No.

5 Charsi with handle Size 25 mm 1 No.



8 Wooden Randda Big - Made of Sagwan 1 No.

9 Wooden Randda Small - Made of Sagwan 1 No.

10 File half round Make JK 1 No.

11 File regular Make JK 1 No.

12 Tee bar carpenter frame(sikanja) for wooden frame

Size 4' x 2" 1 No.

13 Stone silly size 6" - ISI Mark 1 No.

14 Basola with handle Weight 800 gram 1 No.

15 Ball peen hammer Weight 300 gram -Make Ambica 1 No.

16 Cross peen hammer Weight 500 gram -Make Ambica 1 No.

17 Measurement tape Size 10 feet- Make freeman 1 No.

18 Pincer Size 200 mm 1 No.

19 Girmt Size 1/2" 1 No.

20 Tri Square Size 8" 1 No.

21 Hand operated drill Size 1/4" 1 No.

22 Steel box for Tools Size (22" x 11" )- G.I. sheet 1 No.


1 Karni Size - Big 1 No.

2 Karni Size - small 1 No.

3 Mashtar wooden Size 36" Made of Sagwan 1 No.



6 Gurmala 1 No.

7 Soot 1 No.

8 Sabble Heavy iron 1 No.

9 L shape measurement (Gunia) 1 No.

10 Level pipe ( 25 Foot) 5 mm 1 No.

11 Chiesal Size 6" , 8" Make - Taparia 1 No.

12 Ball pine hammer Weight 500 gm Make - Ambica 1 No.

13 Cross pine hammer Weight 300 gm Make - Ambica 1 No.

14 Aluminium rib Size 60" x 4" x 1.5" 1 No.

15 Measurement Tape Size 10 feet Make freemans 1 No.

16 Canvas bag for above tools Made of Heavy canvas 1 No.

2. One set of Mason tools COST Rs. 5000/= per Kit

Model Estimate of Tool KitHousehold Production System ( for Marginal farmer and Land iess labour)

Service sector- Tool Kit Specification Trade wise Detail of tools requirement in one set

1. One set of carpentry tools COST Rs. 8000/= per Kit

213


1 Clay lump beating hammerMS pat. Size - D100 - 120mm X T5-6

mm with iron pipe handle1 No.

2 Wooden hammer ( Thapa )Sheesam Woodv . Size - D6-7" X

T1.25".handle-L6"1 No.

3 Tasla MS sheet. Size - 15", SWG-20 1 No.

4 Spade ( Phawda )MS sheet. Size - L 10"x w10", SWG-

20.fitted with wooden Handle1 No.

5 KamdaiWooden Size - 2"x1-1.25" approx.

Arch shap1 No.

6 Pindi Cement Varius Size 3 No.

7 Decoration tools MS ( Banki, Sua, Piyali, Patti) 8 No.

8 Decoration WheelSize-H 16" x D 12-15". Tripod

Structure. Fittedv withb double Ball Bearing.Iron sheet 5mm

1 No.

9 Manual Potter Wheel

Outer Dia-inner Plate size- D 300mm x T-20mm. T-WT-17 Kg

minimum(Cast iron body). Tripod Casted iron Structure with Ball

bearing . 2 nos. of outer rings made of T or steal of 12mm Dia. Cross

Wooden Support Structure

1 No.

3. One set of Pottery tools COST Rs. 12000/= per Kit

214


1 Ball pine hammer

Drop forged steel ,Induction hardened, Seasoned wood handle,WT-300 gms with

wood handle, Nilon hammer(L 240mm, head size L80xD300mm)

1 No.

2 Wooden Block Size- 18"x W4"xT4" 1 No.

3 Pincer Size- 8" 1 No.

4 Scissors Size- 9", Steel Body, Brass Handle 1 No.

5 Bodam/Shoeanvil Graded CI with 3 phases,WT-4 kg. approx.

1 No.

6 Cutting Blade Set (Ramp )Steel with Wooden Handle, Size-L 150x

W 30x T 6mm1 set

7 Stitching Awl Steel with Sheesam Wood Handle. 1 No.

8 Sharpening Stone Size 150x50x25mm,109 no. 1 No.

9 Shoe measuring Tape Size-2' fibre/good quality plastic material 1 No.

10 Lock Punch Set Steel 1 No.

11 Bye let setting tool Steel 1 No.

12 Round whole punch set Steel, Size- L 100 Range-1 to 101 set (10

pcs.)

13 Design punch set En-9 steel, Size- L100 1 set (3 pcs.)

14 Zig zag Steel ScissorsSteel, Size- 81/2". Grooves on cutting

edge.1 No.

15 Pattern cutting Knife Steel, Size-6" 1 No.

16 PP Block Size-L 6"x W 6" T 20mm 1 No.

17 Steel Scale Size - 12" and 24". 1 No.

18 Leather Scraping Brush Size-8" with wooden Handle 1 No.

19 Adhesive Brush Size-10 mm,12mm, 25mm. 1 No.

20 Spring Driver Steel -Size 9" 1 No.

21 Sant Steel - H 6" WT-1 kg. 1 No.

22 Sizzeore Passing Steel -Size 8" 1 No.

23 Thread cutter Steel with plastic Handle, Size-L 100 mm. 1 No.

24 Number sety Steel1 set (10

pcs.)

25 Capsol Punch Size (8-10-12-16) 1 set

26 Brush Size-10 mm,12mm, 25mm. 1 No.

Machine Tools

27 HD Flat Bad Swing Machine 31 K. Branded Company 1 No.

4. One set of Footwear (Mojari) tools COST Rs. 12000/= per Kit

215


1 Big Hammer Ghon-5 kg 1 No.

2 Hammer Ghon-1 kg 1 No.

3 Hammer Ghon- 1/2 kg 1 No.

4 Anvil - chouka Ghon-10 kg 1 No.

5 Chisrl-3Nos Ghon-1 kg, 500 kg.,750 kg. 1 No.

6 Measurement Tape 3 MTR 1 No.

7 Triangle 6" 1 No.

8 plie Taparia 8" 1 No.

9 Screw driver Taparia 10" 1 No.

10 Tin 10" 1 No.

11 Hand operated electric hand drill & 1 No.

12 Sansasi-flat and round & 1 No.

13 Table Vice & 1 No.

14 Haksa Frame Poland type & 1 No.


1 Hammer 500 gm 1 No.

2 Hammer 1 kg 1 No.

3 Plies Taparia 8" 1 No.

4 Screw driver Taparia 6"-8"-12" 1 No.

5 Pincer - 6" 6" 1 No.

6 Nose plier-6" 6" 1 No.

7 Alignment equipment cycle wheel 1 No.

8 Anivil-Chowka 5 kg. 1 No.

9 Screw wrench 10" 1 No.

10 Hexa Frame poloud type 1 No.

11 Spanner Set fix type 8 pcs 8 pcs 1 No.

12 Electric hand drill machine 1 No.

13 Hand Skipper 10" 1 No.

14 Solution

15 Water Pump Plier 1 No.

16 Punch 6" 1 No.

17 Hand Scissors 8" 1 No.

18 Oil cane 250 gm 1 No.

5.One set of Blacksmith Tools COST Rs. 6000/= per Kit

6.One set of cycle repair Tools COST Rs. 6000/= per Kit

216

= 21500.00

= 1500.00

= 1000.00

Total = 24000.00

Per camp cost :- Madicine

Rent of Jeep (for two days)

Govt. Doctor or Staff

MODEL ESTIMATE FOR ANIMAL

HEALTH CAMP

In western Rajasthan due to lack of rainfall the climate is very drastic. Due to wich the live stock of western Rajasthan face many problems related to their feed & to maintain their body immunity against climate. Due to wich they ca n face many tipes of disease due to unfaverable climate condition and mostly by the owner who can use the animals till the animal can gave milk after that he can not take care of the animals. Due this many type type of diseases like parasitic diseases it may be inner or outer, milk fever, Mtitis, Manage, tympany, Diahorria, fever, Infertility, Pyrometra, Indigestion, FMD, Hs, BQ, ETV, etc. are many types of diseases wich the animal can generally face due to wich owner can face double loss first loss of money on treatment & on effect on animal production. For this in IWMP scheeme the animal health camp can be organised in the villages which can comes under this scheme. For this one or two camps at Rs. 15,000/- each is organized. Before this first the information of the camp date can be informed to the villagers by various means like posters, banner, ghosthi & various other means. After than camp can be organised in wich free medicine can be distributed.

Besids that for the seasonal diseases & many other diseases wich can be controlled through vaccination the vaccination camp can also be organized in which vaccine for various controlled diseases like FMD,HD & BQ, ETV, Sheep pox, PPR etc. animals can be vaccinated yearly or half yearly.

217

.o - inj. - OTC - 100 ml.

- inj. - Enrocin - 100 ml.o - ont. - Loroxine - 100 gm.

- ont. - Vetmox - 50 gm.

o 100 gm.

. Catha tor.. Forseps.o Bandage :- 6"

o Syringe :- 50 ml.

o Needle :- 16"

o Mineral Mixture :- pow. = Calfos Ao3 = 1 Kg.

o Vitamin :- inj. = Vitasef

.o P.P :-

o Mag sulph :-

o Soda by Carb :-

o T.T. Oil :- 100 ml (3)

o Liq :-

o Bolus :-

. :-

. :-

. :- inj. - avil 100 ml.

. :-

. :-

Mange

Trokar Canvla

inj. - omifex - 450 ml.

CBG - 1000 ml

Mastitis Tub. - Penclastin & H - Z gm

Notaodom (3)

Feedone/Rumtrion

Milk Fever

Teat Syphin

Primary Treatment100 gm. (5)

101 gm. (20)

102 gm. (20)

General Madicine:-Antibiotic :-

Ointment :-

Cottons :-

Instruments :-

inj. - Dexona/ 100 ml.

Tympany Liq. - Afanil - 100 ml.

Bolus - Boost nix

Bolus - Ruwi nox

Dishorria Bolus - Botrim

Bolus - SDM

218

. :-

Tab. - Proxyvet mp.

. :-

Bolus - Cyclomin

. :-

. :-

. :-

. :-

. Sheep

pox=

. PPR =

. HS =

. BQ =

. FMD =

. ETV = .50 p/dose

.50p/dose

1 Rs./dose

1 Rs./dose

1 Rs./dose

12 Rs./dose

Liq.-Suprazole-1000 mlinj.-mect/Ivemaction-100 mlBolus -Albemor 1.5 gPow.- Neilverm(Sheep & Goat)

Vaccination

Fever

inj. - Bi0tin 3

inj. - proxyvet mp.

Pyometra/metritis

Indiestion Pow. - Soda by carb.- 100 gm.

inj. - Oxy

Inferility inj. -Lutalysis - 10 ml.

Tab. -Cocuplus

Surp. - Luracin - 60 ml.

Pow. - Mag. Sulph - 100 gm.inj. - B complex ( Belayle ) 100 ml.

inj. - Oxy. 100 ml.

Deworning

Liq. - Betadine 100 ml.Bolus - Furia/ Urimine/ Liton

Pow.-Albedazole-30 g

219

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

A

ih0vkbZ0,0 % lgk;d vfHk;Urk

tyxzg.k fodkl ,oa Hkw laj{k.k

iapk;r lfefr %ckoMh

Ikfj;kstuk izca/kd

ftyk lSy o MkVk lSaVj

ftyk tks/kiqj

220

Ujlia / G.P. Bhawad

Ummed Nagar/ G.P.

Ummed Nagar

Bhawad / G.P. Bhawad

Sant Kripanagar /G.P. Ummed Nagar

Khari Khurd

Ummed Nagar

Bhawad

Ujlia

Dewta Ki Dhani

Bolan Ki Dhani

Vinayakpura

56

455

90

266

329

92

121

231

269

186/3

84/7

290

386

107

223

401

490

692/3

62

276

141

353

291

516513

111

37

61

73

45

177

164/165159

26

31

21

3

4

6

5

7

42

43

45458/7

15

2016

18 1917

22/222 22/143518/61

25

517/23517/26/1

27

161/1

160161

30152

158

166

35/36

151152

172/173

156

155147

14 534

47

40/240 40/1

63/463/3

520/63/163510/63

64 7168/69/70

6665

47/48

54

51

58

5556

53

7673

75

80

7977

6563/1

127

112

113114

115

111

116/4

117/118

267

117/1116

139138

176

178

174174

347

352

346

138245

339 340

349 351350/1 389/6

387

387

38 9 / 5 /3

389/2

38 9 /6 /1

398

389/2389

365

368

316

318322

369 36 1

374373

372376 375

378

384371373

386

391

390385

406410

40040

403396

395404

399401

358357355

356354

405

399392/2

393 408409/1

409

412/1412/2

412/3412/4

448

442

454451

451/1/1451/1/2

451/1/3451/1/4

452/2452/1

452/3

452/1

452451

450445 449

407

134

130

121/122

123133124

128128/4

128/1

129

130126

119132

120

197/198

237/17

237/1827 7 /1 8

237235

23 4236 233

232229

242

243

238

226

253252

266

249262258/259 432

420

424

439440

438425

429

426

430

427419

474473

434

435

431

436

437

471470

476472

480

475488477

479 48 1

483

492

466

491467

482

465

464

466

468464

464/2

498493

490

484487 489

488485

495486496

495

500499

502/503464/1 463/3 463

462

460503

507/1

501

190

187182

181

184181

196

194 216213

215214

283

287

285

286

269270

263/264/265

282

284281280

279

273/271

275/276277

199211

207/208/210

212

200204

20 2

288201

284

289290

331

321302297

305

303304

298299 300

308

310309312

313311

296

292293

295 294

314/315/316

318

307 31 9 317320

322323324

326

504/505

507

334 516/1

512

332332/1

333

516/1

516/3

516/2516/112516/11

455/1

455/3

455/2

447441

14257

36736636 3

136/9

509

455/20

9

3

8967

10

3/1

5

11 12 14

15

25

1817

1622 27

58

31

28

29 34

32

54

4956

515348

37

40 51 44/3

45/6

45/145/2

45/245/1

290/449290/36

289

290/52290/52/2

290/35/1

290/35 290/52/1

296

295

290/21

290/14

305301/1

302

294

292

301

298

299

283

286

285284

57

44

5846/2 46/8

281

323/5324

323/1

323/4

325326

320321

312/4

313

319317315

314/1314/2

31 4

316318

312/4312/5

312/10

338

332330

327328

329328/1

336

712

339

312/9

717

705

702

708704/7

704 704/9

704/12

696

699

698 69 7

701

694

700

694/9

695/12

695/9

695/15695/14

69 5 / 1 3694/8

695/7 690/2

690/3690690/1

695/3693/1

69 5 /11695/2

693

652/3652/7 1

11

10695/10

695/3

695/6 695/5

7

695/4

9

8

365

4 690/8

690/1690/5/3

690/5691652/5

694/14

169164 151

15 8

167

145144164163

156 152.157

202

159125

300

197198195

201156/1/2/3

7

123

5

6

8 9/10/14/1513

1614

126

189

182

190

177

191198195

147140

170/1

141/1145

142

132 135133143

134131

144

14 8150

129130

145

183

184

186185

18 8

117

12212 0

118

119

121

12412 3

127128

102

137138136 139

98/99100 97

96

104

94/79

87108109

88

90

83/8489

82

105

9394 9195

78 76/77

80/280/3

80

66 64

70

67

68/1

74

6868 72

228

218217

106 115 114

153

111

110

253

207/5208

249225

212

225/7231225/2

225/4225/5

225/3225/1

210 206207/6

207/3

204207/5207/7

207/1

207/2

207

205

240

232 234

240

242

229

227/3

227/5

228/2

239

247255

239234

280271

278

273

275/1

275/2

275/3275/4

274

342/1

342357351359

345352

360359/1

359368

363361

366

364

378

734 375

3

385

381

380/4

548

44241

540

446549 671

675

683/8

683/10

682/5

682/1683/13

68 3/9

683/11682/4121110

676680

672671/1

678677

679

673

674

681682

682/13

250

251248 249/1

220

220/1

320/2

221

222

666

670669

665 668668/1

667668/2

667/1

669/10

65 6 /2

656656/1

Treated Area

69 1/269 5 /3

689/2689/4

689

85

29

168

171

686/1/1686/1688

652669/9

664

660

543/550

552

553

550/3

550/2550550/1

555556

205

564

558559

566

565

561

562

495494493492491489

501/1 501/2

514

136

3320

695/12386

386

384

38 9 /7389/6

389/4389/3389

425

477

510

385

66 9 / 1 3

532

487486

378

513

394

394/939 4 /1 0

512

534521

533506 508

515

514523/3

523

529/3

519

505504

529528

524

525526

502502/2

502/1 50 2/3

531

497

409477/3

483

482/2

482 482/1

482

480

489

476471

478473474

472 475

488

481

468

463

443

440 446

44746 2

454

458460

455456

449

437

445 436

441 423422

259262/1

266

268267 269

265

264263

262261

659

12

131

156

157

154/2154154/1

155

165159

164163162161160

172 171169

168 166167170

17 8

176/717 5

173

15815 8 /1

174

17 4 /1174/2

17 4 /3 176 176/2

176/1

17 6/5 176/8

181/1180

182/2182189

181180/2

180/2180/1

184/2181

184184/3

184/1187186/1

153

187/1186/2

6 7 8/3

8/28 10

1615

17

27/1

18

2625

238/1 820

11 21

26/2

22/1 22/1 26/322

29 22/227

2428

147

148/1 148

151

149

150146145

133134

135 14214 1138

140

137144

143132

131128

126

130131/2

114/1

115117

116118

12 0 /1

119

120110

106108

109

110/1

103102

101

878888/1

86/186

8382

81 8887

86 /286/1

86/385

86/4 86/586/7 86/8

86/10

8382

81

84 /284

84/3

65

67

66

65/10

31

40

35/1 39

37

46 41

46/2 46/1

50/1

78 /278/1

78

78

4847

47/250/2

5050/5

50/1

74

71

71/6

71/4

72

6260

76

6155

5854

53

5757 /1

57/2 57/377

64

65/13

65/1165/1265/3

65/965/7

65/665/5

65 /2

62/1

62/2

68

70

4

64

7071

63

6762

6568

79

90

76

84

638160

61

64 65

8077

8285

5924

90/2

7

51

8

119

12

1513

1916

1718

29

20

21

28

23

2522

26

62

69

58

32

5347

8688

8951

52

42

34

36

40

38 4745

45

43 50

3331

2

95

9493

96

132130

99101

10 2

98

111114113

112

129

103

104105

123

122

115116

117

119 120

118110

109107

108

106

124126

125 128127

185

186

137

139

188187

184

182/1140

150

201

199

183

182181

144147146

145177/1

148149

142141

198

190

189

192

194195

191193

196197202

177

151

204200

207206

203

205

157

152153

163

15 8

161162

131

167

170169

168

166

174212

211

21 3

210

20920 1 /1

179

180

172173

171

175

178

219

215216

217218

222 221223

220

225226

207228

256

265

264263

262

26125 8

260259

252233

232 254

229230/1

255253

25 5/1

251250248 249

242 243240

234

310

301/1 304301

302

306307 309

308

305

300303

312296 297

300/1299

311313298

295

291288

292289

282

287

271

294286

281283

290

293/1293

334

330332 331315

317

33 3

316338339

340341 320

317325 324

321

328326/327 323

319

49

207

45B14

45B15

45F02

45F03

33 / 01

31 / 0131 / 02

33 / 02 32 / 01

32 / 02

32 / 03

32 / 04

32 / 05

32 / 06

73°8'0"E

73°8'0"E

73°7'0"E

73°7'0"E

73°6'0"E

73°6'0"E

73°5'0"E

73°5'0"E

73°4'0"E

73°4'0"E

73°3'0"E

73°3'0"E

73°2'0"E

73°2'0"E

73°1'0"E

73°1'0"E

73°0'0"E

73°0'0"E26

°35'0

"N

26°3

5'0"N

26°3

4'0"N

26°3

4'0"N

26°3

3'0"N

26°3

3'0"N

26°3

2'0"N

26°3

2'0"N

26°3

1'0"N

26°3

1'0"N

26°3

0'0"N

26°3

0'0"N

26°2

9'0"N

26°2

9'0"N

26°2

8'0"N

26°2

8'0"N

WATERSHED- 2012-13S.NO. 52

LEGENDRoadDrainageWatershed OuterSettlementWaterbody / RiverTreated AreaMacro Micro Watershed BoundarySOI NoKhasra

Bhawad (4745.47 Ha.)Khari Khurd (1215.70 Ha.)Sant Kripanagar (1742.29 Ha.)Ujlia (1365.89 Ha.)Ummed Nagar (1811.87 Ha.)

STATE REMOTE SENSING APPLICATION CENTREDepartment of Science & Technology

JODHPUR

WATERSHED DEVELOPMENT AND SOIL CONSERVATIONSUBMITTED TO :

SUBMITTED BY :

®1:14,000

Bap

Osian

Luni

Phalodi

Baori

Bilara

BalesarShergarh

Mandor

BhopalgarhBhawad

Ujlia

Ummed NagarSant Kripanagar

Khari Khurd

KEY MAP DISTRICTJODHPUR

GEOREFERENCED KHASRA MAP

DISTRICT- JODHPUR

WATERSHED - JODHPUR 69 (IWMP)PANCHAYAT SAMITI - BAORI

MACRO / MICRO - 33/1,2 OR 32/1-6 & 31/1,2

45B14

33/1

137 TREATED AREA - 1837.18 Ha.

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

221

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

NEW

Typewritten Text

221

NEW

Typewritten Text

Khari Khurd

Ujlia

Ummed Nagar

Bhawad

Sant Kripanagar

56

455

90

266

329

92

121

231

269

186/3

84/7

290

386

107

223

401

490

692/3

62

276

141

353

291

516513

11

1

37

61

73

45

177

164/165159

26

31

21

3

4

6

5

7

42

43

45458/7

15

2016

18 1917

22/222 22/143518/61

25

517/23517/26/1

27

161/1

160161

30152

158

166

35/36

151152

172/173

156

155147

14 534

47

40/240 40/1

63/463/3

520/63/163510/63

64 7168/69/70

6665

47/48

54

51

58

5556

53

7673

75

8079

77

6563/1

127

112

113114

115

111

116/4

117/118

267

117/1116

139138

176

178

174174

347

352

346

138245

339 340

349351

350/1 389/6

387

387

38 9 / 5 /3

389/2

38 9 /6 /1

398

389/2389

365

368

316

318322

369 36 1

374373

372376 375

378

384371373

386

391

390385

406410

400

40

403396

395404

399401

358357355

356354

405

399392/2

393 408409/1

409

412/1412/2

412/3412/4

448

442

454451

451/1/1451/1/2

451/1/3451/1/4

452/2452/1

452/3

452/1

452451

450445 449

407

134

130

121/122

123133124

128128/4

128/1

129

130126

119132

120

197/198

237/17

237/18277/18

237235

23 4236 233

232229

242

243

238

226

253252

266

249262258/259 432

420

424

439440

438425

429

426

430

427419

474473

434

435

431

436

437

471470

476472

480

475488477

479 481

483

492

466

491467

482

465

464

466

468464

464/2

498493

490

484487 489

488485

495486496

495

500499

502/503 464/1463/3

463

462

460503

507/1

501

190

187182

181

184181

196

194 216213

215214

283

287

285

286

269270

263/264/265

282

284281280

279

273/271

275/276277

199

211207/208/210

212

200204

20 2

288201

284

289290

331

321302297

305

303304

298299 300

308

310309312

313311

296

292293

295 294

314/315/316

318

307 31 9 317320

322323324

326

504/505

507

334 516/1

512

332332/1

333

516/1

516/3

516/2516/112516/11

455/1

455/3

455/2

447441

14257

36736636 3

136/9

509

455/20

9

3

8967

10

3/1

5

11 12 14

15

25

1817

1622 27

58

31

28

2934

32

54

4956

51 5348

37

40 51 44/3

45/6

45/145/2

45/245/1

290/449290/36

289

290/52290/52/2

290/35/1

290/35 290/52/1

296

295

290/21

290/14

305301/1

302

294

292

301

298

299

283

286

285284

57

44

5846/2 46/8

281

323/5324

323/1

323/4

325326

320321

312/4

313

319317315

314/1314/2

314

316318

312/4312/5

312/10

338332330

327328

329328/1

336

712

339

312/9

717

705

702

708704/7

704 704/9

704/12

696

699

698 697

701

694

700

694/9

695/12

695/9

695/15

695/1469 5 / 1 3

694/8695/7 690/2

690/3690690/1

695/3693/1

695/11695/2

693652/3

652/7 1

11

10695/10

695/3

695/6 695/5

7

695/4

983

654 690/8

690/1690/5/3

690/5691652/5

694/14

169164

151158

167

145

144164163

156 152.157

202

159125

300

197198195

201156/1/2/3

7

1235

6

8 9/10/14/15

13

1516

14

126

189

182

190

177

191198195

147140

170/1

141/1145

142

132 135133143

134131

144

149 14 8150

129130

145

183

184

186185

188

117

12212 0

118

119

121

12412 3

127128

102

137138136 139

98/99100 97

96

104

94/79

87108109

88

90

83/8489

82

105

9394 9195

78 76/77

80/280/3

80

66 64

70

67

68/1

74

6868 72

228

218217

106 115 114

153

111

110

253

207/5208

249225

212

225/7231225/2

225/4225/5

225/3225/1

210 206207/6

207/3

204207/5207/7

207/1

207/2

207

205

240

232 234

240

242

229

227/3

227/5

228/2

239

247255

239234

280271

278

273

275/1

275/2

275/3275/4

274

342/1

342357351359

345352

360359/1

359368

363361

366

364

378

734 375

3

385

381

380/4

548

44241

540 446

549 671

675

683/8

683/10

682/5

682/1683/13

68 3/9

683/11682/412

1110

676680

672671/1

678677

679

673

674

681682

682/13

250

251248 249/1

220

220/1

320/2

221

222

666

670669

665 668668/1

667668/2

667/1

669/10

656/2

656656/1

Treated Area

69 1/2695/3

689/2689/4689

85

29

168

171

686/1/1686/1688

652669/9

664

660

543/550

552

553

550/3

550/2550550/1

555556

205

564 558559

566

565

561

562

495494493492491489

501/1 501/2

514

136

3320

695/12386

386

384

389/7389/638 9/5

389/4389/3389

425

477

510

385

66 9 / 1 3

532

487486

378

513

394

394/9

394/10

512

534521

533506 508

515

514523/3

523

529/3

519

505504

529528

524

525526

502502/2

502/1 50 2/3

531

497

409477/3

483

482/2

482 482/1

482

480

489

476471

478473474

472 475

488

481

468463

443

440 446

447462

454

458460

455456

449

437

445 436

441 423422

259262/1

266

268267 269

265

264263

262261

659

12

131

156

157

154/2154154/1

155

165159

164163162161160

172 171169

168 166167170

17 8

176/7175

173

158158/1

174

174/1174/2

17 4 /3 176 176/2

176/1

17 6/5 176/8

181/1180

182/2182 189181

180/2180/2180/1

184/2181

184184/3

184/1187186/1

153

187/1186/2

6 7 8/38/2

8 10

1615

17

27/1

18

2625238/1 8

20

11 21

26/2

22/1 22/1 26/322

29 22/227

2428

147

148/1 148

151

149

150146145

133134

135 142141138

140

137144

143132

131128

126

130131/2

114/1

115117

116118

12 0 /1

119

120110

106108

109

110/1

104

103102

101

878888/1

86/186

8382

81 8887

86/286/1

86/385

86/486/5 86/7 86/8

86/1 0

8382

81

84/28484/3

65

67

66

65/10

31

40

35/1 39

37

46 41

46/2 46/1

50/1

78 /278/1

78

78

4847

47/250/2

5050/5

50/1

74

71

71/6

71/4

72

6260

76

6155

5854

53

5757 /1

57/2 57/377

64

65/13

65/1165/1265/3

65/965/8

65/765/665/5

65 /2

62/1

62/2

68

70

4

64

7071

63

6762

6568

79

90

76

84

63816061

64 65

8077

8285

5924

90/2

7

51

8

119

12

1513

191617 18

29

20

21

28

23

2522

26

62

69

58

32

5347

8688

8951

52

42

34

36

40

38 4745

45

43 50

3331

2

95

9493

96

132130

99101

102

98

111114113

112

129

103

104105

123

122

115116

117

119 120

118110

109107

108

106

124126

125 128127

185

186

137

139

188187

184

182/1140

150

201

199

183

182181

144147146

145177/1

148149

142141

198

190

189

192194195

191193

196197202

177

151

204200

207206

203

205

157

152153

163

15 8

161162

131

167

170169

168

166

174212 211

21 3

210

209201/1

179

180

172173

171

175

178

219

215216

217218

222 221223

220

225226

207228

256

265

264

263262

261258

260259

252233

232 254

229230/1

255253

25 5/1

251250248 249

242 243240

234

310

301/1 304301 302

306307 309

308

305

300303

312296 297

300/1299

311313298

295

291288

292289

282

287

271

294286

281283

290

293/1293

334

330332 331315

317

33 3

316338339

340341 320

317325 324

321

328326/327 323

319

49

207

Khari Khurd

Ummed Nagar

Bhawad

Ujlia

Dewta Ki Dhani

Bolan Ki Dhani

Vinayakpura

73°8'0"E

73°8'0"E

73°7'0"E

73°7'0"E

73°6'0"E

73°6'0"E

73°5'0"E

73°5'0"E

73°4'0"E

73°4'0"E

73°3'0"E

73°3'0"E

73°2'0"E

73°2'0"E

73°1'0"E

73°1'0"E

73°0'0"E

73°0'0"E26

°35'0

"N

26°3

5'0"N

26°3

4'0"N

26°3

4'0"N

26°3

3'0"N

26°3

3'0"N

26°3

2'0"N

26°3

2'0"N

26°3

1'0"N

26°3

1'0"N

26°3

0'0"N

26°3

0'0"N

26°2

9'0"N

26°2

9'0"N

26°2

8'0"N

26°2

8'0"N

LEGENDRoadWatershed OuterKhasraVillageBarren Rocky/Stoney WasteFallowIndustriesKharif

Land With ScrubMining/Industrial AreaRabiRabi Plus KharifSalt AffectedSandy DeserticSettlementWaterbody/River


®1:14,000

MACRO / MICRO - 33/1,2 32/1-6 31/1,2

LAND USE/ LAND COVER MAP

DISTRICT- JODHPUR

WATERSHED - JODHPUR - 69 (IWMP)PANCHAYAT SAMITI - BAORI

DESCRIPTION AREA (Ha.)RABI 682.6INDUSTRIES 3.12KHARIF 936.12RABI PLUS KHARIF 2949.51FALLOW 3618.33BARREN ROCKY/ STONY WASTE 631.41MINING 1.31SALT AFFECTED 1.39SETTLEMENT 104.11LAND WITH SCRUB 1928.56WATERBODY/RIVER 24.73

TOTAL AREA (Ha.) 10881.19TREATED AREA OF PROJECT - 787.75 Ha.

NEW

Typewritten Text

NEW

Typewritten Text

223

NEW

Typewritten Text

Bhawad

Ujlia

Ummed Nagar

Sant Kripanagar

Khari Khurd

221

Treated Area

516

455

223

62

290

90

513

331

7

67

7

64

92

220

31

24

267

112

37

237

65/10

65

464

190

451

40

87

329

17

73

385

111

26

671

559

90

3

57

110

70

8

117

42

32

54

104

332

220

98

276

253

672

83

431

533

5

66

64

21

66

37

134

28

8

353

65

466

543/550

29

94/79

16

18

462

47

95

564

265

16

56

60

464/1

147

11

184

493

261

6

675

425

465

498

90/263

291

88

448

368

381

185

295

334

531

173

51

45

53

505

78

29

81

512

67

463

548

666

387

95

249

669/9

287

436

105

296

552

15

187

294

403

76

25

320

119

432

158

558

177

20

5

3/1

266

673

357

159

69

446

664

16

144

288

47

386

295

250

66

68

53

61

401

83/84

33

7

43

49

359

156

555

365

704

31

199

32

45

30

216

281

55

51

114

659

156

182

289

40

271

507/1

273

399

4

102

269

386

334

61

302

483

315

146

474

259

132

529

18

34

226

468

289

472

141

321

133

184

342/1200

404

424 18

435

155

277

239

58

394

26

284

354

127 430

90

482/2

699

78

181

262/1

63

561

240

466

391

228177

406

269

363

27

356

82

665

107

396

140

734

242

22

300

278

705

660

201

153

386

205

64

8/2

434

440

274

51

15

249

76

13012

463/3

286

180

452

312/4

482

509

197/198

17

295

419

44

14

87

305

553

93

106

492196

352

489

232

437

13

120

9

88

19

71

285

198

280

25

17836 290

139

194

676

204

534

117/118

115

231

113

516/1

31

473

120

81

57

84

113

187

283

410

10

82

58

219

298

229

449

332/1

67

262

247

29

22/2

310

652

79

375

307

22

331

158

15

207

68/1

88

58

12

145

296

4

5

532

490 326

283

74

513

151

692/3

45/6

678

201

501

110

467

27/1

310

476

233

62/1

339

677

23

322

188

485

22/1

447

366

206

3

504/505

301

309

190

401

127

123

320

504

359/1

389

364

47

252

495

22

405

708

174

668

28

99

384

74

26/2

217

378

215

491

674

486

172

409

159

696

482

304

202

115

494

59

40

445

293

152

395

49

70

137

346

76/77 56

40

429

427

195

656

147

8/1

390

491

330

43

361

176130

61

192

27

139

695/10

131

20

189

80

68

670

262

134

89

292

137

294

205

488

420

106

143

258/259

228

562

480

359

65

385

111

144

44/3

183

399

510/63

26

106

323

62

17822

194

506

62

60

701

317

408

240

358

292

50

232

189

215

442

84

471

483

124

11

512

89

688

301

281

1

125

65

213

91

349

437

85

176

255

681

142

216

225/7

566

169

460

209

392/2

143

184/1

702

58

341

140

101

94

161

439

378

54

231

507

446

138

33

50

81

510

71

503

149

128

698

109

302

409/1 77

253

46/2

284

17

477

77

245

482 482/1

442

25

285

254

186/3

234

525

313

360

100

79

71

384

218

251

103

287

128

454

305

123

35/36

160

64

25

3

440

690/8

84/7

57/2

700

691

256

308

438

174

556

39

105

23

153

463

445

499

269

133

176/7133

290

47

169

369

298

96

481514

470

83

182

86

667

517/23

311

4

3

495

43

117

57/3

668/1

208

107

375

374

372

147

172

45

131

656/1

19

98/99

117/1

443

5

8/3

271

234

46/2

326

111

129

288

148

234

318

668/2

62

174

6

447

385

193

425

46

189

152.

12

333

16

275/276

270

11

65

200

104

490

7

255

176/1

476

159

478

317

47/48

35/1

22/1

323

290/52

82

471

242

211

239

131

116

345

373

118

500

327

264

286

124

409

108

142

41

521

487

138

317

316

21

266

181

243

496

154

489

176/8

55

316

137

27

210

221

351

452/1

160

368

225

17

63

128

151

8

166

242

357

306

389/2

339

207

313

62/2

472

251

97

174

191

389/3

18

493

292

176/2

280

450

695/2

325

340

304

528

291

152

218

475

148

502/503

180

312

492

76

515

286

45/2

484

154/2

695/3

475

148/1

260

210

238

233

45

339

667/1

94

694/8

157

1

455/20

289

204

282279

165

34735177

10

130

151

114

182/2

110

259

154/1

171

371

290/21

451/1/3

312/4

412/2

135

38

170

508

232

332

689

332

187

103

250

184

40/2

181

212

400

171

48

451

115

181/1

686/1/1

312/9

695/3

321

468

155

29 34

518/61

171

282

121

686/1

222

312/5

294

412/4

116/4

56

514

134

236

550

222

695/7

451/1/2

109

704/7

299

170

320

202142

119

205

452/2

523

330

321

46/1

135

40/1

116

501/2

488

290/35

526

690/1

138

319

225/5

694

187/1

168

324

338

325

108

329

473

451/1/4

161

693

184/2

451/1/1

150

173

474

50/1

196

322

15

261

150

142

162

243

524

9

319

147204

145

177

309

87

328

338

237/18

8

35

6

206

235

449

323/5

13

197

72

153

565

690/5

145

550/3

198

122

550/1

225/3

229

550/2

80

80/2

85

320/2

689/4

3

8

297

454

441

30389/6

529/3

112

57/1

389/4

48

7

115

549

158/1

301

679

695/12

8

458

697

84/3

8

389/2

188

54

2

129

389/5/3

328

314/315/316

9

164

690

212

32

45/1

182

273/271

516/1

380/4

68

86/8

170/1

263

132

228/2

9

495

519

253

319318

690/2

489

86/10

299

144

84/2

86/7

63/4

682

227/5

164/165

184

172/173

141/1145

680

265

695/12

323/1

389/5/2 389/6/1

63/3

516/3

412/3

690/3

704/9

11

10

441

262

517/26/1

128 249

361

6

695/4

63/1302

8562

695/5

252

45/1

695/6

128/1

652/4

227/3

691/2

20

389/5/1

129

398

290/35/1

68/69/70

412/1

26/3

389/7

182

186

652/5

157

297

290/52/1

695/11

300

225/2

317

6

516/2

40

130

290/14

477

45/2

136/9

305

104

164

480

303

275/4

540

72

80

455/3

182/1

455/1

177/1

181

183

175

11

312/10

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235

241

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240

244

254

238

236

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296

246

225

263

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271

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240

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338

237

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273

247

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227

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251

262

235

247

240

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231

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239

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284

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280

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268

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261

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LEGENDCONTOUR 1 METERMacro Micro Watershed BoundaryKHASRAWATERSHED OUTERVILLAGE BOUNDARY

GEOREFERENCED KHASRA MAP WITH CONTOUR

DISTRICT- JODHPUR

WATERSHED - JODHPUR - 69 (IWMP)PANCHAYAT SAMITI - BAORI ®

1:14,000

STATE REMOTE SENSING APPLICATION CENTREDepartment of Science & Technology

JODHPUR

WATERSHED DEVELOPMENT AND SOIL CONSERVATIONSUBMITTED TO :

SUBMITTED BY :

189

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