Government of Rajasthan Deptt. Watershed Development & Soil …water.rajasthan.gov.in/content/dam/water/watershed... · 2019-12-17 · The watershed falls in Agroclimatic Zone C 3

Government of Rajasthan

Deptt. Watershed Development & Soil Conservation

District Watershed Development Unit, Nagaur

IWMP 25 (2011-12) - (KHURI KALAN)

Block :- Degana District :- Nagaur Project Area :- 5225 ha.

Project Cost :- Rs. 783.75 Lacs

Ravindra Joshi S.R. Banjara

Assistant Engineer Executive Engineer (L.R.)

Panchayat Samiti, Degana cum

Project Manager, DWDU, Nagaur

Page 1

DPR INDEXChapter I :- Project back ground

S.no. Broad Outlines For Preparation Page No.1 Location 72 Basic project Information Village Wise 8-93 Climatic and Hydrological information 10-114 Other Development Schemes in the project area 125 Details of infrastructure in the project areas 126 Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary) 137 Details of Watershed Committees (WC) 148 Problems and scope of improvement in the project area 159 Base Line Survey Format for IWMP MIS website 16

Chapter II :- Basic & Technical Features, S.no. Broad Outlines For Preparation Page No.

1 Population & Household Details: 17-182 Development indicators 193 Land Use 19-244 Agriculture and Horticulture status and fuel availability. 25-265 Productivity Gap Analysis 27-306 Existing area under horticulture/Vegetables/Floriculture (ha) 317 Land holding Pattern in project area 31-328 Livestock Status - animals/milk production / average yield. 33-349 Existing area under fodder (ha) 35

10 NREGA Status 3611 Migration Details 3612 Major activities (On Farm) 36-3713 Status of Existing SHG 37

Technical feature14 Ground Water 3815 Availability of drinking water 3816 Water Use efficiency 3917 Slope details. 3919 Soil details 4020 Erosion details 41

Page 2

Chapter III :- Proposed Development PlanS.no. Broad Outlines For Preparation Page No.

1 Preparatory phase activities Capacity Building Trainings and EPA 42-432 The PRA exercise 443 CAPACITY BUILDING 45-494 Livelihood Action Plan 50-535 Production Plan 54-556 Earthen bund plan 565 Proposed Development Plan GP wise 57-58

Chapter IV :- Activity wise Total Abstract of cost 59-60

Chapter V :- Yearwise Breakup of watershed Activities 61-62

CHAPTER VI :- EXPECTED OUT COMES 63

MIS Feeding 64-74

Chapter VII :- Technical Designs & estimates for proposed activitiesS.no. Broad Outlines For Preparation Page No.

1 Earthan Bund With Waste Weir 75-1382 Tanka with Plantation work 139-1443 Khet Talai with Plantation work 145-1514 Horticulture plantation 152-1555 Silvi Pasture Development 156-1606 Manger work 161-163

Chapter VIII :- EnclocuresS.no. Broad Outlines For Preparation Page No.

1 Administrative Setup 1652 Geomorphology 1663 Hydrogeology 1674 Ground Water Potential Zones 1685 Water Level Trends 1696 Ground Water Potability & Salinity 1707 Nitrate Distribution 1718 Fluoride Distribution 1729 Irrigation Sources 173

10 Ridge Line, Micro & Drainage Line 17411 Khasra Map with Ridge Boundary 17512 Land sue & Land Cover Map 176 Page 3

Certified that the undersigned have proposed the appropriate and need based activities required in the watershed project area with active participation of beneficiaries along with consultation of Watershed Committees(WCs). Approval of watershed project plan and DPR as been obtained from WC, Gram Sabha. The plan and DPR document of IWMP-25 Khuri Kalan project, at P.S. DeganaDistrict Nagaur is technically sound, viable and appropriate for implementation during the period 2011 - 2012

We recommend tat this plan be sanctioned and put to implementation.

Signature Signature Signature Signature Signature SignatureChairman/ Secretary WC WDT members Junior Engineer Assistant Engineer & PIA Project Manager,WCDC

P.S. Degana P.S. Degana Distt.Nagaur1234

CERTIFICATE

Page 4

Photo of EPA work

NAME OF PROJECT : IWMP 31 Kurdayan-BargaonEFFECTIVE AREA OF PROJECT : 5225 Ha.COST /HA - 0.15COST OF PROJECT : 783.75BLOCK : DeganaDISTRICT: Nagaur

Ravindra Joshi S.R. BanjaraPIA – ASSISTANT ENGINEER PROJECT MANAGER, WCDC W.D. & S.C., P.S. - Degana W.D. & S.C., DISTRICT - Nagaur

GOVERNMENT OF RAJASTHANRURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT

(WATERSHED DEVELOPMENT & SOIL CONSERVATION)

Page 5

Detail of Project1 Name of Project : IWMP-25 Khuri Kalan2 Sanction No. & date of Project : IWMP 25 / 2011-123 Macro & Micro Nos :4 Deviation from Project Sanctioned :

Items As per Project Sanctioned As proposed in DPR Project Area 5225 5225

Macro/Micro No Cluster ClusterName of Gram Panchayats Khuri Kalan Khuri Kalan

Churiyas ChuriyasDugor Achla Dugor Achla

Jodhras JodhrasKhuri Kalan Khuri KalanKhuri Khurd Khuri KhurdPandwala Pandwala

Project Cost (Rs in Lakhs) 783.75 783.75

Name of Villages

Page 6

Location.Khudi Kalan Project is located in Degana Block, of Nagour district. The project area is between the latitudes 26°52' to 26° 56'& longitudes 74° 4' to 74° 10'. It is at a distance of 35km from its Block head quarters and 80 Kms from the district head quarters. There are 10 no. of habitations in the Project area and other details are given below.

General features of watershed

S.No. Name of Project(as per GOI) Khudi Kalan Unit(a) Name of Catchment luni

(b)Name of watershed area(local name) Khudi Kalan

(C) Project Area 5725 Ha(d) Net treatable Area 5225 Ha(e) Cost of Project 783.75 Lacks(f) Cost/hectare 15000 Rs/ha(g) Year of Sanction 11-12 Year(h) Watershed Code 25

(I)No. of Gram Panchayats in project area 1

(j) No. of villages in project area 6(k) Type of Project Cluster(l) Elevation (metres) msl

(m) Major streams luni river(n) Slope range (%) 0% to 1%

• CHAPTER – I INTRODUCTION

Page 7

Basic project Information Village Wise

S.NName of Project

Name of gram panchayat

Tehsil Distt.Area

Proposed to be treated

Total Project cost

PIA

1 Churiyas 01852500 636 95.4

2 Dugor Achla 01848000 690 103.5

3 Jodhras 01852700 307 46.05

4 Khuri Kalan 01851700 2150 322.5

5 Khuri Khurd 01851600 202 30.3

6 Pandwala 01852600 1240 186

Total 5225 783.75

Digrame :- Area Covered in Village

Village Churiyas Dugor Achla Jodhras Khuri Kalan Khuri PandwalaArea 636.00 690.00 307.00 2150.00 202.00 1240.00

Village

Aen WD &SC Degana

IWMP Khuri Kalan

Degana Nagaur Khuri Kalan

12%

13%

6%41%

4%

24%

AreaChuriyas Dugor Achla

Jodhras Khuri Kalan

Khuri Khurd Pandwala

Page 8

Digrame :- Cost in Village Wise

Village Churiyas Dugor Achla Jodhras Khuri KalanKhuri Khurd

Pandwala

Cost 95.40 103.50 46.05 322.50 30.30 186.00

The watershed falls in Agroclimatic Zone C3 The soil texture is Clay loam The average rainfall is 320 cm .The temperatures in the area are in the range between 35 to 48 centigrade during summer and 25 to 6 degree centigrade during winter. The major crops in the area are Mung, Bajara, Jawar, Til & Gawar. 76.63% land is under cultivation 10.25% land fallow, 9.12% land is irrigated through tube well. 388 No of households are BPL(38.49% households) 32 are landless households(3.17% households) and 894 household are small and marginal farmers (88.69%household) .Average land holding in the area is 4.33ha. 62.74% area is single cropped area and 5% is double cropped. The main source of irrigation is tube well. The average annual rainfall (5 years) in the area is 320 mm. The Major streams in the Watershed are luni Basin. The major festivals in the village are Holi, Dipawali, Aksay tritaya & Raksa Bandhan. At present this villages is having 5853 population with Communities like Rajput Jat and Megawal.

12%

13%

6%41%

4%

24%

AreaChuriyas Dugor Achla

Jodhras Khuri Kalan

Khuri Khurd Pandwala

Page 9

Climatic and Hydrological information

123456789

10

2

s.no.

Year June july Aug SeptTotal in

four month

1 2003 25 121 177 28 3512 2004 8 103 240 13 3643 2005 85 148 7 108 3484 2006 44 89 68 24 2255 2007 40 208 60 31 3396 2008 80 106 122 73 3817 2009 19 45 66 70 2008 2010 18 195 204 123 5409 2011 23 80 202 77 382

10 2012 44 11 96 49 200

Data collected from Tehesil office

Average Monthly rainfall (last ten years)

200820092010

465388548

20112012

Source:-

Average Annual Rainfall(mm)

397436200

20062007

1

359396355226

Year

200320042005

Average Annual Rainfall(mm)

Page 10

123

Max Min1 50 322 28 43 38 15

123

61

2

3Time of return of maximum flood

5 years 10 years In years

4Periodicity of Drought in

village4 2 6

Source:- Data collected from Tehesil office & Tech manule of Rajasthan about climate

15 minute duration 30 minute duration

15 minute duration 65 mm

Peak Rate (cum/hr)Total run off volume of rainy season

(ha.m.)

SummerWinterRainy 0.06

0.080.02

Runoff

5Potential Evaporation Transpiration (PET) (mm/day)

PET

60 minute duration

Season

4Temperature (Degree C)

Season

60 minute duration72 mm100 mm

30 minute duration

3Maximum rainfall intensity (mm)

Rainfall intensity(mm)Duration

Page 11

Other Development Schemes in the project area

S.No SchemeName of the department

Key interventions under the Scheme

Targeted Beneficiaries

1 Narega Panchayat Simiti Employment 965

2 TFC Panchayat Simiti Rural Dovelopment 39

3 SFC Panchayat Simiti Water Potability 32

Source :- Vikas Adhikari Panchayat samitti & NaregaDetails of infrastructure in the project areasS.No

i

ii

iii

iv (P) (S) (HS) (VI)

6 1 - -

v

vi

vii

viii

ix

x

xi

xii (U) (S) (PA) (O) - - Nil -

xiii

xiv

xv

xvi

xvii

xviii

xix

Source :- Base line survey & Recconance Survey & confermed by PRA Exercise

Nil

Nagaur1

NIL

-

1

Nil

1

Nearest KVK

cooperative society

NGOs

Credit institutions

(i) Bank

No. of villages with access to Agro-industries

No. of villages with access to Post Office

No. of villages with access to Banks

No. of villages with access to Markets/ mandis

(ii) Cooperative Society

Agro Service Centre's

Total quantity of surplus milk

No. of milk collection centres

(e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))

No. of villages with access to Anganwadi Centre

Any other facilities with no. of villages (please specify)

No. of villages connected to the main road by an allweather road

No. of villages provided with electricity

No. of households without access to drinking water

No. of educational (iv) institutions :

No. of villages with access to Primary Health Centre

No. of villages with access to Veterinary Dispensary

Provisions under the Scheme

Catgary 1 to 9 work

Sanitry & Dovelopment

Water Potability

Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)

66

Nil

Parameters Status

Page 12

Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary)WCDC Details

1S.No

12345

1S.No

1

2345

WDT Particulars:

S.NoName of WDT

memberM/F Age Qualification

Experience in watershed(Yrs)

Description of professional

trainingRole/ Function

1 Stish Kumar M 22 B.sc.(Agri.)Agri.

Development

2 Shivji ram M 24L.S.A.

(Diploma)Veterinary

Development

3 Ratni Devi F 32 B.A.Social

Development

4 Kailash chand sen MDiploma

MechanicalEngineering

Development

E-mail [email protected]

Address with contact no., websiteAen watershed development & soil consvetion

Degana (Nagaur).Telephone 01587 - 222028Fax

2 3Particulars Details of WCDC

Name of PIA Aen Watershed

FaxE-mail

PIA particulars

01582 [email protected].

Telephone

Details of WCDCWCDC Nagaur

Project menager of WCDC is XEn watershed01582 - 243270

2 3Particulars

PM ,WCDCAddress with contact no., website

Page 13

1 Details of Watershed Committees (WC) Khuri Kalan

S.No Name of WCsDate of Gram Sabha for WC

Date of Registration as

a Society (dd/mm/yy

Designation Name M/FSC/ST/OBC/

GeneralLandless/M

F/SF/BFName of UG/SHG

President Hanuman ram M OBC BF UG

Secretary Hariram M OBC SF UGMember Kamali Devi F OBC - SHGMember Sita Devi F OBC - SHGMember Ramjiram M SC MF UGMember Bastiram M OBC MF UGMember Hariram M OBC MF UGMember Sitaram M OBC MF UGMember Sivlal M OBC SF UGMember Jagdish M OBC MF UGMember Ugamaram M SC SF UGMember Rukma Devi F SC SHG

1 Khuri Kalan 18-1-12

Not

Req

uire

d

Page 14

Problems and scope of improvement in the project area The socio economic conditions of the area can be improved through increased production which can be achieved through expansion in cultivated area and productivity enhancement. 522.26 ha is only irrigated and Having salti water which decreasing production season by season. With efforts this can be increased to 4387.53 ha. The productivity gap of major crops in the area as compared with district and with areas in the same agro climatic zones indicate potential to increase the productivity. The demonstration of improved package of practices, improved varieties, increased irrigation facilities and soil conservation measures under the project can bridge this gap. Due to small land holdings in the area focus of the project would be on diversification in agriculture (horticulture, vegetables, green houses, Agro forestry, fodder crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment) 1153 Tonns fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 177 no of persons migrate due to Drought and unemployment .This migration can be checked through creation of employment opportunities in the project area through increase in production and diversification in agriculture and Livelihoods as mentioned above. Specific problem

1 Due to soil errosion and water erosion Productivity is low2 Lack of recharging of wells irrigated area decresing day by day3 Salty water in tubewells decreasing production per ha

Page 15

Base Line Survey Format for IWMP MIS website

Project Name Khudi Kalan

Total Geographical Area of Project (Lakh Hectares) - 5725Ha.Treatable Area

Wasteland (Lakh Hectares) Nil Rainfed Agricultural Land (Lakh Hectares) 3278.27 Ha.

Total Cropped Area (Lakh Hectares) 3800.53 Ha. Net Sown Area (Lakh Hactares) 3800.53 Ha.

Total no. of Water Storage Structure 17 Nadi Total no. of Water Extracting Units 17

No. of Household SC 1274 ST 0

Others Total Population of the project

Area 5853 No. of Household of Landless people 32

Total no. of BPL Household 388 No. of Marginal Farmer’s Household 375

No. of person-days of Seasonal Migration 177

Depth of Ground Water (meters) below Ground levelPre- monsoon 177 Post-monsoon Nill

No. of person-days of Seasonal Migration 177

source:- Base line surrvey ,Revenue record & WABCOS data

Page 16

CHAPTER – II Socio economic Features, Problems and ScopeTable 2.1 Population & Household Details:

Male Female Total SC ST1 Churiyas 351 348 699 165 02 Dugor Achla 241 206 447 28 03 Jodhras 224 221 445 57 04 Khuri Kalan 1100 1110 2210 623 05 Khuri Khurd 435 371 806 209 06 Pandwala 627 619 1246 192 0

2978 2875 5853 1274 0

Digrame :- Population of Village


Pandwala

Population 699 447 445 2210 806 1246

S. No.

Village

Total

Total Population

12%8%

7%

38%

14%

21%

PopulationChuriyas

Dugor Achla

Jodhras

Khuri Kalan

Khuri Khurd

Pandwala

Page 17

BPL house hold

L. LessLarge

FarmerSmall

FarmerM. Farmer

Total house hold

SC house hold

ST house hold

1 Churiyas 55 4 15 68 37 124 33 02 Dugor Achla 17 0 12 38 15 65 6 03 Jodhras 21 0 6 39 16 61 11 04 Khuri Kalan 174 15 27 209 156 407 125 05 Khuri Khurd 47 8 2 18 117 145 42 06 Pandwala 74 5 20 147 34 206 38 0

388 32 82 519 375 1008 255 0

Digrame :- Household of Village


Pandwala

Household 124 65 61 407 145 206

S. No.

Village

Total

Household Details

12% 7% 6%

40%

14%

21%

HouseholdChuriyas

Dugor Achla

Jodhras

Khuri Kalan

Khuri Khurd

Pandwala

Page 18

Table 2.2 Development indicators

S. No.

State Project

Area1 16260 135002 0.22 0.173 0.604 0.5234 921 96556

The table indicates poor socio economic conditions.

Table 2.3 Land Use Churiyas

Private Total505.79 505.7945.00 45.0016.00 16.00

284.47 284.47160.32 160.32444.79 444.79

80.16 80.16

0.000.00

11.16119.54

505.79 636.49

Source :- Revinue Record available by Patawari office & WAPCOS Maps

Total area in Ha.Community

OthersTotal

Cultivated RainfedCultivated irrigatedNet Sown Area

Net Area sown more than onceForest Land

Agriculture LandTemporary fallowPermanent Fallow

Panchayat

Waste LandPastures

Land Use

Sex Ratio Infant mortality rate

Maternal mortality ratio

Development Indicators

Per capita income (Rs.)Poverty ratio Literacy (%)

Government

11.1610.0021.16

81.3281.32

28.2228.22

Page 19

Dugor Achla

Private Total541.33 541.3349.00 49.0026.00 26.00

410.78 410.7855.55 55.55

466.33 466.3327.78 27.78

0.000.00

10.00138.74

541.33 690.07

Jodhras

Private Total227.24 227.2416.00 16.008.00 8.00

199.63 199.633.61 3.61

203.24 203.241.81 1.81

0.000.000.00

79.75227.24 306.99


Land Use Total area in Ha.

Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land

37.13 85.74 25.87

Waste LandPastures 10.00


Panchayat Government Community

Others 27.13 85.74 25.87Total

Agriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land

11.86 55.34 12.55

Waste LandPasturesOthers 11.86 55.34 12.55Total

Page 20

Khuri Kalan

Private Total1612.96 1612.96185.00 185.0029.00 29.00

1276.27 1276.27122.69 122.69

1398.96 1398.9661.35 61.35

0.000.00

30.00506.64

1612.96 2149.60

Khuri Khurd

Private Total590.97 590.9765.00 65.0035.00 35.00

399.39 399.3991.58 91.58

490.97 490.9745.79 45.79

0.000.000.00

111.10590.97 702.07



Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land

125.64 348.68 62.32

Waste LandPastures 30.00



Others 95.64 348.68 62.32Total

Agriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land

42.93 48.67 19.50

Waste LandPasturesOthers 42.93 48.67 19.50Total

Page 21

Pandwala

Private Total909.24 909.2486.00 86.0027.00 27.00

707.73 707.7388.51 88.51

796.24 796.2444.26 44.26

0.000.000.00

331.07909.24 1240.31

Compile

Private Total4387.53 4387.53446.00 446.00141.00 141.00

3278.27 3278.27522.26 522.26

3800.53 3800.53261.13 261.13

0.00 0.000.00 0.000.00 51.160.00 1286.84

4387.53 5725.53


Forest Land 0.00 0.00 0.00Waste Land 0.00 0.00 0.00

Others 187.56 917.55 181.73Pastures 51.16 0.00 0.00

Total 238.72 917.55 181.73

Net Sown Area 0.00 0.00 0.00Net Area sown more than once 0.00 0.00 0.00

Cultivated Rainfed 0.00 0.00 0.00Cultivated irrigated 0.00 0.00 0.00

0.00 0.00Permanent Fallow 0.00 0.00 0.00Temporary fallow 0.00


Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest LandWaste LandPasturesOthers 297.80 33.27Total 0.00 297.80 33.27


Panchayat Government CommunityAgriculture Land 0.00 0.00 0.00

Page 22

Digrame :- Land Use

Land Use Private

Area 4387.53


238.72 917.55 181.73

77%

4%

16%3%

Area

Private

Panchayat

Government

Community

Page 23

Digrame :- Land Use

Land UseAgriculture

LandCultivated

RainfedCultivated irrigated

Net Sown Area

Waste Land

Pastures Others

Area 4387.53 3278.27 522.26 3800.53 0.00 51.16 1286.84

33%

25%4%

28%

0% 0%10%

AreaAgriculture Land

Cultivated Rainfed

Cultivated irrigated

Net Sown Area

Waste Land

Pastures

Others

Page 24

The project area has 446 ha of Temporary fallow land . can be brought under cultivation if some irrigation source can be provided through Construction of WHS like Khadin, Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops. Construction of WHS can also increase in area under irrigation which is only 10.12% 446 ha. (7.89 % of the project area)is under wastelands and can be brought under vegetative cover, with reasonable effort Activities like Earthen check dams, Vegetative filter strip, V-ditches, staggered trenches ,WHS (Johad) Afforestation of wastelands and Pasture development will be taken up on these landsPasture development the land use table shows that there is 51.16 hectare pasture land (89%)This emphasizes the need for taking up pastureland development works through sowing of promising species of grasses and plantation

Table 2.4 .a Agriculture and Horticulture status and fuel availability.

Varieties Area (ha)Production

(Ton)Productivity

(kg/ha)Varieties Area (ha)

Production (Ton)

Productivity (kg/ha)

Area (ha)Production

(Ton)1 Kharif 3278.27 Bajara 983.48 486.82 495.00 Cotton 130.57 22.85 175.00 1114.05 509.67

Mung 1966.96 389.46 198.00 Mung 104.45 20.68 198.00 2071.41 410.14Moth 327.83 68.84 210.00 Saesmum 26.11 3.86 148.00 353.94 72.71

2 Rabi 261.13 Wheat 104.45 203.68 1950.00 104.45 203.68Gram 39.17 27.81 710.00 39.17 27.81Musterd 65.28 68.55 1050.00 65.28 68.55Cumin 52.23 13.06 250.00 52.23 13.06

3 Zaid 0.00 0.000.00 0.00

Total 3539.40 3278.27 945.13 903.00 522.26 360.49 4481.00 3800.53 1305.62

**Write for each crop: The farmers are using traditional varieties of Bajra, whereas varieties like HHB 50,Raj 171, RHB 121 & WCC 75 can increase the production.The farmers are using traditional varieties of Mung, whereas varieties like Pusa 105 & Pioneer can increase the production.The farmers are using traditional varieties of Wheet, whereas varieties like Raj 1482,3077 can increase the production.

Total

Table 2.4.b Abstract of cropped Area(ha)Area under Single cropArea under Double cropArea under Multiple crop

3278.27261.13

Nil

Cropping Status

S. No.

SeasonCrop sown

Rain fed Irrigated

Page 25

Crop wise Kharif CropsCrop Cotton Bajara Mung MothArea 130.57 983.48 2071.41 327.83

Digrame no :- 2.3.1 Kharif crops (Net sown Area)

Crop wise Rabi cropsCrop wheat Gram MusterdArea 104.45 39.17 65.28

Digrame no :- 2.3.2 Rabi crops (Net sown Area)

Cumin52.23

Saesmum26.11

4%

28%

58%

9%

1%Area

Cotton

Bajara

Mung

Moth

Saesmum

40%

15%25%

20%

Area

wheat

Gram

Musterd

Cumin

Page 26

Crop Rotation**will vary from project to projectBajra - WheatBajra - FallowMoong - MusteredMoong - FallowFallow - JeeraFallow - IsabgoalFallow - LucernCluster Bean - FallowFallow - TarameeraTil - FallowMoth - Fallow

The table 2.3 shows that only 261.13 ha is (4.56%) is double cropped area. Also the crop rotation shows that fallow lands are there. This indicates that there is scope for change in crop rotation in fields where there are fallow lands through Soil and Water conservation measures, crop demonstration and diversification in agriculture. Soil and Water conservation measures besides putting fallow lands under cultivation can Soil and Water conservation measures

Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)

IndiaHighest Average

in Rajasthan

Highest Average of Agro climatic

zone District Project Area

Bajara 802 655 498 507 495Mung 317 159 210 200 198Moth 144 122 205 271 180cotton 362 317 190 258 175Wheat 2619 2762 1995 2292 1950Gram 808 443 715 905 710Cumin 285 387 265 292 250

Musterd 1177 1232 1050 1320 1050Sesamum 310 149 160 172 148

Name of the crop

Productivity kg/ha

Page 27

Analysis of the above table indicate that besides national gap there is wide gap in productivity within state and even within same agro climatic zones. The reasons for this variation are• The farmers are using Treditional varieties of Bajra. Whereas the recommended varieties like HHB 50,Raj 171, RHB 121 & WCC 75 provide 4 times yield.• The farmers are using Treditional varieties of Mung. Whereas the recommended varieties like Pusa 105 & Pioneer provide 4 times yield.• The farmers are using Treditional varieties of Wheat. Whereas the recommended varieties like Raj 1482 & Raj 3077 provide 4 times yield.• Lack of Availability of good quality seeds of desired crop and variety in adequate quantities and time to the farmers.• Availability of water for cultivation(9.99% is irrigated )The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration .Crop demonstrations would be carried out on improved crops/ varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration of improved methods and economics of fodder crops cultivation and also distribution foundation seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop rotations.

Digrame :- Agriculture status.Cumin Productivity (Kg/Ha)

India Rajasthan Nagaur Khuri Kalan285 387 292 185

050

100150200250300350400

India Rajasthan Nagaur Khuri Kalan

Series1

Page 28

Digrame :- Agriculture status.Cotton Productivity (Kg/Ha) Bajara Productivity (Kg/Ha)Botenical Name Gossipium species Botenical Name Pennisetum americanumFamily Malvaceae Family GramineaeOrigen India Origen India / Africa

India Rajasthan Nagaur Khuri Kalan India Rajasthan Nagaur Khuri Kalan362 317 258 170 802 655 507 490

Mung Productivity (Kg/Ha) Moth Productivity (Kg/Ha)Botenical Name Vigna radiata Botenical Name Phaseolus sconlitifoliousFamily Leguminaceae Family LeguminaceaeOrigen India Origen India


Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat

0

100

200

300

400

India RajasthanNagaurKhuri KalanSeries1

0100200300400500600700800900

India RajasthanNagaurKhuri Kalan Series1

0

50

100

150

200

250

300

350

India Rajasthan Nagaur Khuri KalanSeries1

0

50

100

150

200

250

300

India RajasthanNagaurKhuri Kalan Series1

Page 29

Digrame :- Agriculture status.Wheat Productivity (Kg/Ha) Gram Productivity (Kg/Ha)Botenical Name Triticum species Botenical Name Cice arietinumFamily Gramineae Family LeguminaceaeOrigen India Origen South West Asia


Sesamum Productivity (Kg/Ha) Musterd Productivity (Kg/Ha)Botenical Name Sesamum indicum Botenical Name Brassica compestriesFamily Pedaliaceae Family CruferaeOrigen Africa Origen India


Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat

0500

10001500200025003000

India Rajasthan Nagaur Khuri Kalan Series1

0

200

400

600

800

1000

India Rajasthan Nagaur Khuri Kalan Series1

050

100150200250300350

India RajasthanNagaur Khuri Kalan Series1

0200400600800

100012001400

India RajasthanNagaur Khuri Kalan Series1

Page 30

Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)

Area Species Varieties Recommended varieties Production

Nill Nill Nill Grafted Ber, Gola, Sav 12 Qt./Ha.

Nill Nill Nill Gwar Phali 20 Qt./Ha.

Ker, Kumth 15 Kg./per plant.

Nill Nill Nill Nill NillNill Nill Nill Esbgol 2.5 Qt/Ha

Table 2.6 Land holding Pattern in project area

Irrigated (source) Rainfed Total General SC ST OBC BPL

(i)Large farmer 82 164.5 1526 1690.5 338.1 84.53 0 1267.87 0(ii) Small farmer 519 245.5 2096.17 2341.67 468.32 117.1 0 1756.25 0

(iii) Marginal farmer 375 112.26 243.1 355.36 71.1 17.74 0 266.52 0

(iv) Landless person 32 0 0 0 0 0 0 0 0

(V)No. of BPL households 388 0 0 0 0 0 0 0 0

Total 1008 522.26 3865.27 4387.53 877.52 219.37 0 3290.64 0

Type of FarmerTotal

House holds

Land holding (ha) irrigation source wise Land holding (ha)Social group wise

Activity

Horticulture

Vegetables

FloricultureMedicinal Plants

Page 31

47.10% land holdings belong to small and marginal farmers who own 76.64% of total cultivated area. Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation source. For large farmers with no irrigation facility Horticulture/vegetables will be promoted in a part of land with farm pond/Tanka construction. The following activities will be more beneficial for small land holdings and for diversification and income for large farmersHorticulture plantation, Medicinal and Aromatic Crops, floriculture: As discussed earlier . Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation source. Also the project area has good potential for medicinal & aromatic crops like Sonamukhi, Isabgol, Ashwagandha, Khus, Mehandi etc.Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation as wind velocity is high in the project area.Setting of Vermi Compost Units - Keeping in view the side effect of residues of chemicals and fertilizers on human health the emphasis would be on cultivation of organic produce through motivating farmers and providing assistance for production of organic input, vermi compost.Production and distribution of quality seed – There is need to ensure that good quality seed is available for cultivators for which adequate seed production would be initiated in watershed areas with the assistance of private sector and agriculture department technologies Sprinklers and pipelines for efficient water management practices emphasis on demonstration of sprinklers with adequate financial support and convergence/private partnership.Establishment of Green House - For growing off season vegetables seedlings and other horticultural crops under controlled atmospheric conditions of green house.Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting material from distant places causes damage to the planting material and often results in untimely supply. Hence nursery development activity in area.Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like mushroom cultivation, floriculture, etc which are in negligible existence at present, can be implemented by individual farmers / private companies.Drip irrigation - Drip irrigation will be promoted in all horticulture plantations, vegetables, green houses and in nurseries for rational use of irrigation higher yields and quality produce.

Page 32

Table 2.7 Livestock Status - animals/milk production / average yield.

S.No. Description of animals Population in No. Yield(milk/mutton/W

ool) Equ. cow units

Dry matter requirement per year (7Kg per

animal.)

Total requirement in M.T.

1 Cows MilkIndigenous 756 529.2 5 1931580 1931.58

Hybrid 210 315 Nil 536550 536.552 Buffaloes 1806 3612 3 4614330 4614.333 Goat 2923 584.6 1461.5 3200685 3200.685

Wool 04 Sheep 1545 772.5 772.5 1691775 1691.7755 Camel 28 14 Nil 102200 102.26 Poultry 24 NA 07 Other 22 NA 0

Total 7314 12077120 12077.12

In spite of the large number of livestock, production is less hence increase in productivity across all species, is a major challenge. To reduce production of unproductive cattle and improve the productivity by improving the breeds by breeding managementfollowing activities will be taken up• Castration• Artificial insemination• Distribution of superior Breeding bulls for use in Cattle and Buffalo• Breeding distribution crossbred ramsBesides breed improvement other animal husbandry practices like better health, hygiene and feeding practices can increase productivity of livestock. Hence Activities like Animal health camps, Urea-Molasses treatment demonstration ,demonstration of improved methods of conservation and utilization of Forage crops are proposed.

Page 33

Page 34

Table 2.8 Existing area under fodder (ha)S.No Item Unit Area/Quantity

1 Existing Cultivable area under Fodder Ha Nil2 Production of Green fodder Tonns/year 3753 Production of Dry fodder Tonns/ Year 45704 Area under Pastures Ha Nil5 Production of fodder Tonns/year 49456 Existing area under Fuel wood Ha Nil7 Supplementary feed Kgs/ day 28 Silage Pits No Nil9 Availability of fodder Tonns 494510 Deficiency/excess of fodder Tonns 7132.12

The table above shows there is fodder deficiency (Requirement is 12077.12 and availability 4945)To minimize the large and expanding gap between feed and fodder resource availability and demand there is need for• Increase in area under fodder crops• Increase in productivity of fodder crops• Development of pastures• And reduction in large number of livestock production through replacement by few but productive animals

Table 2.9 Agriculture implements1 2 3

S. No Implements Nos.1 Tractor 852 Sprayers-manual/ power 853 Cultivators/Harrows 604 Seed drill 855 Any Other 40

Farm mechanization and seed banks: As discussed earlier 85% land holdings belong to small and marginal farmers who own only 78% of total cultivated area so owning of big farm implements by individual farmers is not economical so SHG would be promoted to buy farm implements and rent to farmer

Page 35

Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.

S.No. Name of village Total No .of job cards

Employment Status

1 Churiyas 169 20%2 Dugor Achla 102 18%3 Jodhras 107 22%4 Khuri Kalan 645 19%5 Khuri Khurd 204 15%6 Pandwala 304 15%

Total 1531Table 2.11 Migration Details

Name of village No. of persons migrating

No. of days per year of migration

Major reason(s) for migrating

Distance of destination of

migration from the village (km)

Occupation during

migration

Income from such

occupation (Rs. in lakh)

Churiyas 26 6 months Unemployment 25 0.135Dugor Achla 15 6 months Unemployment 28 0.135

Jodhras 17 6 months Unemployment 20 0.135Khuri Kalan 56 6 months Unemployment 28 0.135Khuri Khurd 22 6 months Unemployment 30 0.135Pandwala 41 6 months Unemployment 30 0.135

Total 177

The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods . The existing livelihoods Village are given belowTable 2.12 (a)Major activities (On Farm)

No of House holds1484NillNillNill382

Road, Nadi, Categary 8

Activity taken up so far

Road, Nadi, Categary 4Road, Nadi, Categary 5Road, Nadi, Categary 6Road, Nadi, Categary 7

Road, Nadi, Categary 9

Average annual income from the15500

NillNill

13500

Name of activitycultivatorsDairyingPoultryPiggery

Landless Agri. Labourers

Nill

Page 36

Table 2.12 (b) Major activities (Off Farm)

Name of activity Households / individuals

Artisans 20Carpenter 12Blacksmith 7Leather Craft 5Porter 3 Mason 15Others specify (Cycle Repair ,STD,Craft etc)

11

The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals

Table 2.13 Status of Existing SHG

S.No Name of SHG Members Activity involved

Monthly income

Fund available

Assistance available

Source of assistance

Training received

1 Baba ramdev 5 1000 70002 Mahadev 5 1000 70003 Pabu ji 5 1000 30004 Karni Maata 5 500 35005 Chohan 5 1000 70006 Goga ji 5 1000 70007 Junjar ji 5 500 30008 Mira 5 500 30009 NimNath 5 500 300010 CharBhuja 5 1000 600011 Laxmi Bai 5 500 250012 Sti Mata 5 500 2500

The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance

6000036000

Average annual income from the

2800035000370002200018500

Page 37

II. Technical Features

Table 2.14 Ground Water

S.No Source No. Functional depth Dry Area

irrigatedWater

availability(days)

i) Dug wells 40 120-150 Fit 40 Nill Nill

ii) Shallow tube wells 0 0 0 0 0

iii) Pumping sets 0 0 0 0 0iv) Deep Tube Wells 56 350 -450 Fit 12 1015 365

Total 96 0 52 1015 365

Table 2.15 Availability of drinking water

S.No Name of the village

Drinking water

requirement Ltrs/day

Present availability of

drinking water

Ltrs/day

No. of drinking water

sources available

No. functional

No. requires repairs

No. defunct

1 Churiyas 10485 9387 4 Nadi 1 3 02 Dugor Achla 6705 585 3 Nadi 1 2 03 Jodhras 6675 1804 2 Nadi 1 1 04 Khuri Kalan 33150 3271 5 Nadi 1 5 05 Khuri Khurd 12090 2295 1 Nadi 1 1 06 Pandwala 18690 4099 2 Nadi 1 1 0

Page 38

Table 2.16 Water Use efficiency

through water saving

devices(Drip/Sprinklers)

through water conserving agronomic practices#

Any other (pl. specify) Total

35 Nil Nil 353 Nil Nil 3

• The tables above indicate need for judicious use of available Water.• Encouraging optimum use of water through installation of sprinklers on every operational wells

Table 2.17 Slope details.

S.No. Area in hectares1 52252 Nil3 Nil4 Nil

As most of the area has slope less than 3% construction of contour bunds can solve the problemof water erosion in agriculture fields and protect washing of top soil and manures/fertilisers

> 25%

Slope of Watershed

Name of major crop

WheatCumin

Area (Hectare)

Slope percentage0 to 3%3 to 8%8 to 25%

Page 39

Table 2.19 Soil details

AS.No.

1

BS.No.

123

C Soil fertility Status Kg/haN 27P 16K 138

Micronutrients PPM0.2

The analysis of table shows need to improve and maintain soil fertility. Soil health card to everyfarmer every crop season will be provided, which will include the recommendation for Applicationmicro nutrient and fertilizers

Recommended7756

300.

0.6

Soil Depth :Depth (Cms.)0.00 to 7.50

7.50 to 45.00> 45.00

Area in hectares877.513510.02

Soil ProfileMajor Soil Classes

Sandy loam 4387.53 Area in hectares

Page 40

Table 2.20 Erosion details

Cause Type of erosionArea

affected (ha)

Run off(mm/y

ear)

a Sheet 2541 300b Rill 510 300c Gully 314 300

3365

The need is:• To check land degradation• To reduce excessive biotic pressure by containing the number and increase of livestock• To check cultivation on sloping lands without adequate precautions of soil and waterconservation measures• To discourage cultivation along susceptible nallah beds• To check Faulty agriculture techniques• To check Uncontrolled grazing and developed cattle tracks• To check Deforestation of steep slopes• To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to rechargeGround Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stonecheck Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.

Wind erosionTotal for project

Average soil loss (Tonnes/ ha/ year)

Sub-Total 7343.5

3811.510202512

Erosion status in project Area

Water erosion

Page 41

CHAPTER - III Proposed Development Plan: The Activities are indicative addition/deletion in activities will be as per local conditions(A) Preparatory phase activities Capacity Building Trainings and EPA

The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and wallwritings etc. were carried out in all the habitations of ten Micro Watershed. A series of meetings were conducted with GP members, community and discussed about the implementation of IWMP programme. User groups were also formed.Grama Sabhas were conducted for approval of EPA (Village), for selecting the watershedcommittee and approval of DPR.

S. No.

Date on which Grama Sabha approved EPA

1 18-1-12

1 3 4 5 6 7 8 9

S. No.

Amount earmarked

for EPAEntry Point Activities planned

Estimated cost

Expenditure incurred

Balance Expected outcome Actual outcome

1 3.82Water management &

Arrangement of pure potable water at water source

3.82 0 3.82



4.14 2.25 1.89Village public will happy and trust to our project activity &

creation of awareness

Pure water will be avalable through out the year for drinking

purpose

3 1.84

Water management & Arrangement of pure potable water at water source , water

source development

1.84 0 1.84

Dugor Achla

Jodhras

Name of the Gram Panchayat Khuri Kalan

2

Names of village

Churiyas

Page 42



12.90 4.55 8.35Village public will happy and trust to our project activity &



purpose



1.21 0 1.21



7.44 6 1.44Village public will happy and trust to our project activity &



purpose31.35 31.35 12.8 18.55

Khuri Kalan

Khuri Khurd

Pandwala

Page 43

The PRA exercise was carried out in all the villages on the dates shown below:

S. No.

1

Transact walk were carried out involving the community for Social mapping, Resource mapping. Detailed discussions anddeliberations with all the primary stakeholders were carried out.Socio-economic survey was carried out during _________________ (dates) period covering all the households and primary dataon demography, Land holdings, Employment status, Community activities etc. was collected as mentioned in chapter 2.

State remote sensing department was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-3imageries for Creation, development and management of geo-spatial database depicting present conditions of land (terrain), water and vegetation with respect to watershed under different ownerships at village level

Various thematic layers provided by SRSAC are :• Delineation of Macro/Micro watershed boundaries.• Digitised Khasara maps of the villages falling in project area.• Network of Drainage lines, existing water bodies, falling in the project area.• Base maps (transport network, village/boundaries, and settlements).• Land Use / Land cover map.• Contours at 1 meter interval, slope mapBased on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as discussed in chapter 2) final Treatment plan on revenue map for implementation has been framed. Thus each intervention identified has been marked on revenue map (map enclosed in DPR as annexure------).The GIS based intervention map, PRA based intervention map are annexed as ------.

21-12-12

Date on which PRA conducted

Khuri Kalan

Name of the village/Habitation

Page 44

. CAPACITY BUILDINGTable- List of approved Training Institutes@ for Capacity Building in the project area

1 2 3 4 5 6 7 8

S. No.Name of

StakeholdersName of the

Training Institute

Full Address with contact no.,

website & e-mail

Name & Designation of the Head of Institute

Type of Institute# Area(s) of speciali-zation$

Accredita-tion details

IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department

WCDC Nagaur WCDC office PM Govt office Watershed Department

IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department

WCDC Nagaur WCDC office PM Govt office Watershed Department

Panchayat Samiti [email protected]

Ravindar Joshi Aen Govt. Watershed works

KVK Nagaur Athiyasan Nagaur Director KVK Research Institutes Research Institutes

4 SHGs IT Center At GP Sarpanch Gram Panchyat Community Dovelpment

Panchayat Samiti [email protected]

Ravindar Joshi Aen Govt. Watershed works

KVK Nagaur Athiyasan Nagaur Director KVK Research Institutes Research Institutes

IT Center At GP Sarpanch Gram Panchyat Community Dovelpment

6 GPs IT Center At GP Sarpanch Gram Panchyat Community Dovelpment

7 Community IT Center At GP Sarpanch Gram Panchyat Community Dovelpment

8 PM/SLNA IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department

# Central govt. Dept./ State govt. Dept./ Autonomous Body/ Research Institutes/ Universities/ Others (pl. specify)$ Capacity Building/ Agriculture/ Horticulture/ Animal Husbandry/ Pisciculture/ Remote Sensing/ Water conservation/ Ground water/ Forestry/ livelihoods/ entrepreneurship development/ others (pl. specify)

5 WCs

1 PIAs

2 WDTs

3 UGs

Page 45

Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.

1 2 3

I year

II year

III year

IV year

V year

Total I year

II year

III year

IV year

V year

Total I year II year III year IV year V year Total

1 PIAs 2 2 2 2 2 1 9 3 2 2 1 1 9 30 20 20 10 5 85Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 0.18 0.12 0.12 0.06 0.03 0.51

2 WDTs 4 4 4 4 4 4 20 3 3 3 1 1 11 84 60 60 8 8 220Rate 0.005 0.005 0.005 0.005 0.005FINANCIAL 0.42 0.30 0.30 0.04 0.04 1.10

3 UGs 100 25 20 20 20 20 105 2 2 2 2 2 10 150 120 120 120 120 630Rate 0.004 0.004 0.004 0.004 0.004FINANCIAL 0.6 0.48 0.48 0.48 0.48 2.52

4 SHGs 663 150 150 150 150 63 663 2 2 2 2 1 9 600 600 600 600 126 2526Rate 0.0035 0.0035 0.0035 0.0035 0.0035FINANCIAL 2.10 2.10 2.10 2.10 0.44 8.841

5 WCs 15 15 15 15 15 15 75 1 1 1 1 1 5 45 45 45 45 45 225Rate 0.003 0.003 0.003 0.003 0.003FINANCIAL 0.135 0.135 0.135 0.135 0.135 0.675

6 GPs 30 30 30 30 30 30 150 1 1 1 1 1 5 60 60 60 60 60 300Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.12 0.12 0.12 0.12 0.12 0.6

7 Community 200 100 100 100 50 50 400 1 1 1 1 1 5 100 100 100 50 50 400Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.2 0.2 0.2 0.1 0.1 0.8

8 EXPOSURE TOUR (INTERSTATE)

150 50 50 50 0 150 1 1 1 1 1 5 350 350 350 0 0 1050

Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 2.10 2.10 2.10 0.00 0.00 6.30

9 EXPOSURE TOUR (INTRASTATE)

150 30 30 30 30 30 150 1 1 1 1 1 5 300 300 300 300 300 1500

Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 1.80 1.80 1.80 1.80 1.80 9.00

10 PM/SLNA 0 0 0.21 0.2 0.2 0.2 0.2 1.0111 TOTAL

PHYSICAL1314 406 401 401 301 213 1722 15 14 14 11 10 64 1719 1655 1655 1193 714 6936

12 TOTAL FINANCIAL

0 0 7.87 7.56 7.56 5.04 3.35 31.36

5 6 7

S. No.

Project Stakeholder

s

Total no. of

persons

No. of persons to be trained during project period

No. of Training to be organized during project period

No. of person days to be trained during project period

Page 46

Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.

1 2 3

I year II year

III year

IV year

V year Total I year II year

III year

IV year

V year Total I year II year

III year

IV year

V year Total

1 PIAs 2 2 2 2 2 1 9 3 2 2 1 1 9 30 20 20 10 5 852 WDTs 4 4 4 4 4 4 20 3 3 3 1 1 11 84 60 60 8 8 2203 UGs 100 25 20 20 20 20 105 2 2 2 2 2 10 150 120 120 120 120 6304 SHGs 663 150 150 150 150 63 663 2 2 2 2 1 9 600 600 600 600 126 25265 WCs 15 15 15 15 15 15 75 1 1 1 1 1 5 45 45 45 45 45 2256 GPs 30 30 30 30 30 30 150 1 1 1 1 1 5 60 60 60 60 60 3007 Commun

ity200 100 100 100 50 50 400 1 1 1 1 1 5 100 100 100 50 50 400

8 EXPOSURE TOUR(INTER STATE)

150 50 50 50 0 0 150 1 1 1 1 1 5 350 350 350 0 0 1050

9 EXPOSURE TOUR(INTRA STATE)

150 30 30 30 30 30 150 1 1 1 1 1 5 300 300 300 300 300 1500

10 PM/SLNA 0.21 0.2 0.2 0.2 0.2 1.01

11 TOTAL PHYSICAL

1314 406 401 401 301 213 1722 15 14 14 11 10 64 1719 1655 1655 1193 714 6937

12 TOTAL FINANCIAL

0 0 9.97 9.66 7.56 7.24 5.55 39.96

5 6 7

S. No.

Project Stakehol

ders

Total no. of

persons

period

g g g project period

project period

Page 47

Table-, Education & Communication (IEC) activities in the project area (1% of total Project cost.)1 2 3 4 6

I year II year III year vI year V year Total

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

0.20 1.00 0.60 1.60

2 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk POP / CLAY / WOOD / PLASTIC ls cuk gqvk ekWMyA

0.20 0.20

3 MhLiys cksMZs@IysxDlh cksMZ@ 0.23 0.20 0.20 0.63

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

0.20 0.10 0.05 0.35

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

0.25 0.10 0.10 0.10 0.10 0.65

6 Ukkjk ys[ku0.25 0.15 0.15 0.10 0.07 0.72

Expected Outcome

0.10

0.20

S. No. Activity Executing agency

Allocation out of 1% of total

Page 48

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

0.20 0.10 0.10 0.10 0.10 0.60

8 fucU/k o okn&fookn izfr;ksfxrk 0.05 0.05 0.05 0.05 0.05 0.25

9 jsfM;ksa@nwjn’kZu ij okrkZ o foKkiu 0.17 0.10 0.10 0.10 0.47

10 lkaLd`frd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh 0.20 0.20

11 uqDdM+ ukVd 0.10 0.10 0.20

12 dViqryh izn’kZu 0.10 0.10 0.10 0.05 0.05 0.40

13 jkf= xks"Bh 0.10 0.10 0.10 0.10 0.40

14 Hkw laj{k.k lIrkg 0.15 0.15 0.15 0.00 0.00 0.45

15 psruk jSyh 0.05 0.05 0.05 0.15

16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe 0.27 0.27

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

0.30 0.30

18 dqy 1.00 3.32 2.40 1.15 0.50 0.47 7.84

0.15

0.10

0.20

Page 49

WAPCOS was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-3 imageries for Creation, development and management of geo-spatial database depicting present conditions of land (terrain), water and vegetation with respect to watershed under different ownerships at village levelVarious thematic layers provided by WAPCOS are :Delineation of Macro/Micro watershed boundaries.Digitised Khasara maps of the villages falling in project area.Network of Drainage lines, existing water bodies, falling in the project area.Base maps (transport network, village/boundaries, and settlements).Land Use / Land cover map.

Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as discussed in chapter 2) final Treatment plan on revenue map for implementation has been framed. Thus each intervention identified has been marked on revenue map (map enclosed in DPR as annexure------).The GIS based intervention map, PRA based intervention map are annexed as ------.

B)Livelihood Action Plan (LAP):

An awareness programme has been undertaken at Gram Sabha for communication & sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the funds under the livelihood component. LAP has been prepared by the PIA in consultation with WDT, WC & the members of SHG,SC/ST, women, landless/ assetless households. Details of funds available & their utilisation is as under :

(i) Total project cost Rs.783.75 Lacs.(ii) Funds available under livelihood component is 9% of total project cost= Rs.50.50 Lacs.(a) Seed money for SHGs as revolving fund = Rs.43.25 Lacs.

(minimum 60% of livelihood component)No. Of SHG to be formed 173 Nos.No of persons (members) in SHGs 1100 Nos.(b) Seed money for enterprising individuals = Rs 7.25 Lacs (minimum 10% of livelihood component)

Page 50

No. Of SHG to be formed 174 Nos.List of shg & Proposed Activities.

S.No Watershed Committee

Basic work 1 2 3 4 5 6cement item

work Fencing pol Gamala making

Chula making

Borsot making

Jali making

Domestic work Masala Dal work Papad making

Badi making

Salewada making

flor Seva making(meggi)

Agriculture work Nursary work Horticulture Ker

colllectionKumath

collectionsangari

collection

Animal husbendry Bakari palan

Netural incemination

(Got)


(Buffellow Bull)

Netural incemination (Cow

Bull)

Dairy milk collection

centre

Wool collection centre

Handi craft work Wall hangings Embrodary Tailoring Painting Pillo cover

making

Technical work Solar cooker making

Solar Drier Making Barber work Luhar

workPuncher shope

Repair & Maintenance

work of House hold Items

Name of SHG

Activity Proposed

1 Khuri kalanA

s pe

r Tab

le n

o 2.

13 S

HG

for

ther

e ac

tivity

is b

eing

iden

tifin

g as

ther

e de

sire

& c

apac

ity

Page 51

No of persons identified as enterprising individuals 28 Nos.List of persons & Proposed Activities.

S.No Watershed Committee

Name of Person

Basic work 1 2 3 4 5 6cement item

work Fencing pol Gamala making

Chula making

Borsot making

Jali making

Domestic work Masala Dal work Papad making

Badi making

Salewada making

flor Seva making(meggi)

Agriculture work Nursary work Horticulture Ker

colllectionKumath

collectionsangari

collection

Animal husbendry Bakari palan


(Got)


(Buffellow Bull)

Netural incemination (Cow

Bull)

Dairy milk collection

centre

Wool collection centre

Handi craft work Wall hangings Embrodary Tailoring Painting Pillo cover

making

Technical work Solar cooker making

Solar Drier Making Barber work Luhar

workPuncher shope

Repair & Maintenance

work of House hold Items

Activity Proposed

1 Khuri kalanY

et to

be

aden

tifie

d

Page 52

(c) Funds for Enterprising Federations of SHG (Maximum 30 % of livelihood activities)= Rs.26.00 Lacs

The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to avail a composite loan for undertaking major livelihood activities or to upscale activities as recommended by the WC & approved by WCDC in consultation with line departments.

Details of enterprising SHG/federation is given below :

S.No. Name of SHG/ SHG federation

Project Name

Project Cost in lacs

Bank loan

1Milk

collection & chilling centre

4

2 Cement Items work 4Technical

work 4Total

* Details of project activities can be prepared in coming years after formation of SHG federation or as the case may be.

Yet to be Identified

Page 53

C) Production Plan:An awareness programme has been undertaken at Gram Sabha for communication & sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is pre-requisite for availing the funds under the Production System & microenterprises component. Production plan has been prepared by the PIA in consultation with WDT, WC & the members of Users Group. Details of funds available & their utilisation is as under :

(iii) Total project cost Rs.783.75 Lacs.(iv) Funds available under Production System & Micro enterprises component is 10% of total project cost= Rs.78.38 Lacs.

List of persons & Proposed Activities for production system

S.No Name of Person Activities Proposed

1Demostration & Horticulture work will be fased on soil serovey Report & Report is

yet pending

Horticuture, Demostration, Kichan gardan

(viii) Funds for Animal Husbandary activities 18.01 lacs.Details of is Animal Husbandary activities given below :

S.No. Name of Activity Quantity Unit cost Total

1 Animal Helth Camp & Treatment 0.00 2.79

2 Bull Distribution 6 0.25 1.50

3 Bufallo Bull Distribution 6 0.25 1.50

4 Goat Distribution 29 0.08 2.32

5 Animal Development (Shed, Manger, Chap cutter & Compost) 33 0.30 9.90

18.01

Page 54

Awareness Programme -Slogan Wall Painting, Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana RallyBroadcasting / Telecasting Film Show Visit- intra/ inter/ out of State/ AbroadFortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.

Creation Of Disease Free Zone: Livestock’s health coverage Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)Distribution of mineral mixture. (Convergence with peer department)Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.Ensure Hygenic measures to check Zonosis.(DAH/ IWMP)Construction of Animal Sheds with Manger and Portable Manger With accessories Provision of Cattle Water Troughs.Infertility Management: To ensure Livestock’s Productivity Expansion of AI Coverage/ reduction in no.of infertile females. PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENTBreed Improvment: To ensure Livestock’s Productivity enhancement A.I. (Convergence with peer department)Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.Registration of bulls (Convergence with peer department)Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.

Financial Incentive to the Inseminator for Calf Borns.Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva An Assistance to control Malnutrition: Protein SupplementationFeed & fodder production enhancement.

ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating outgoing liabilities as well as new projects which they wish to take during next financial years & will submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased changed rates will be applicable for preparing AAP & the effect of same can be met by converging the remaining works with other schemes.

Page 55

Arable conservation Khuri Kalan

According to land topography mep of watershed we came to know that maximum Land holdingas per cultivator is 2 Ha to 15 ha Such that we prescribe earthen bunds for treatment of arable land

(A)Land Holding

Area Unit cost No Total cost Treated areaLand Holding

Area Unit cost No Total cost Treated areaHa Ha2 0.77 5 3.85 10 2 0.51 8 4.08 165 1.07 8 8.56 40 5 0.62 9 5.58 4510 1.53 5 7.65 50 10 0.8 6 4.8 6015 1.75 5 8.75 75 15 0.7 5 3.5 7520 2.05 4 8.2 80 20 0.75 5 3.75 100

27 37.01 255 33 21.71 296

6058.72551Total area treated by earhen bund

Earthen Bund with waste weir Only Waste weirLess then 1% slope

Total No.Total cost

Page 56

Area Cost5225 783.75

(A)

Qua

ntity Total

Cost

Cost

from

Pr

ojec

t Fun

d

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Qua

ntity Total

Cost

Cost

from

Pr

ojec

t Fun

d

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Admn. 78.38 78.38 78.38 78.38Monitoring 7.84 7.84 7.84 7.84Evaluation 7.84 7.84 7.84 7.84

EPA 31.35 31.35 31.35 31.35I & CB 39.19 39.19 39.19 39.19DPR 7.84 7.84 7.84 7.84

Total (A) 172.43 172.43 172.43 172.43(B)

Earthen Bund 0.00 60 58.72 58.72 4.40 60 58.72 58.72 0 4.40

Tanka 1.28 280 358.40 358.40 26.88 280 358.4 358.4 0 26.88

Khet talai 1.54 10 15.40 15.40 1.16 10 15.4 15.4 0 1.16

Total 432.52 432.52 32.44 432.52 432.52 0.00 32.44

Tanka 1.28 5 6.40 6.40 0.48 5 6.4 6.4 0 0.48Total 6.40 6.40 6.40 6.40 0.00 0.48

Grand Total (B) 0 438.92 438.92 32.44 438.92 438.92 0 32.92

Proposed Development Plan

Activity

Conservation measures for arable land(private land)

Conservation measures for non arable land

Natural resource management (56%)

Preparatory phase activities capacity building trainings & EPAKhuri Kalan Total

Unit Unit Cost

Page 57

(C)

Horticulture plantation 0.30 50 15.00 15.00 2.25 50 15.00 15.00 0 2.25Crop Demostration Oil seeds 0.075 100 7.50 7.50 1.13 100 7.50 7.50 0 1.13

Crop Demostration Pulsus & others 0.05514 25.70 25.70 3.86 514 25.70 25.70 0 3.86

Total 48.20 48.20 7.23 48.20 48.20 0.00 7.23

Silvi Pasture Ha. 0.87 14 12.18 12.18 14 12.18 12.18 0 0Total 12.18 12.18 12.18 12.18 0.00 0.00

Animal Helth Camp & Treatment 0.00 2.79 2.79 0.42 0 2.79 2.79 0 0.42Bull Distribution 0.25 6 1.50 1.50 0.23 6 1.50 1.50 0 0.23

Bufallo Bull Distribution 0.25 6 1.50 1.50 0.23 6 1.50 1.50 0 0.23Goat Distribution 0.08 29 2.32 2.32 0.35 29 2.32 2.32 0 0.35

Animal Development (Shed, Manger, Chap cutter & Compost) 0.30 33 9.90 9.90

1.4933 9.90 9.90 0 1.49

Total 18.01 18.01 2.70 18.01 18.01 0 2.70Total (C) 78.39 78.39 9.93 78.39 78.39 0.00 9.93

(D)

Revolving Fund to SHG (60 % minimum ) 0.25 174 43.5 43.5 174 43.50 43.50 0 0

Revolving Fund to enterprising individual (10 % maximum ) 0.25 28 7 7 28 7.00 7.00 0 0

Grant in aid to enterprising SHG or Federation of SHGs individual (30

% maximum ) 2.00 10 20.00 20.00 10 20.00 20.00 0 0

Total (D) 70.50 70.50 70.50 70.50 0 0(D) Consolidation 23.51 23.51 23.51 23.51

Grand Total 783.75 783.75 42.37 783.75 783.75 0.00 42.85

Production measures for arable landProduction System (10%)

Production measures for non arable land pasture

Veterinary Development

Livelihood System 9%

Page 58

CHAPTER -I VActivity wise Total Abstract of cost

Activity Unit Quantity Unit cost Total costCost from

Project FundConvergence

FundBeneficiary

Contribution*

(A)Admn. 78.38 78.375

Monitoring 7.84 7.8375Evaluation 7.84 7.8375

EPA 31.35 31.35I & CB 39.19 39.1875DPR 7.84 7.8375

Total (A) 172.43 172.43 0.00 0.00(B)

Earthen Bund 60 58.72 58.72 0.00 4.40Tanka 280 1.28 358.40 358.40 0.00 26.88

Khet talai 10 1.54 15.40 15.40 0.00 1.16Total 432.52 432.52 0.00 32.44

Tanka 5 1.28 6.40 6.40 0.00 0.48Total 6.40 6.40 0.00 0.48

Grand Total (B) 438.92 438.92 0.00 32.92

Preparatory phase activities capacity building trainings & EPA

Natural resource management (56%)Conservation measures for arable land(private land)


Page 59

(C)

Horticulture plantation 50 0.30 15.00 15.00 0.00 2.25Crop Demostration Oil seeds 100 0.08 7.50 7.50 0.00 1.13Crop Demostration Pulsus & others 514 0.05 25.70 25.70 0.00 3.86

Total 48.20 48.20

Silvi Pasture Ha. 14 0.87 12.18 12.18 0.00 1.13Total 12.18 12.18

Animal Helth Camp & Treatment 0 0.00 2.79 2.79 0.00 0.42Bull Distribution 6 0.25 1.50 1.50 0.00 0.23

Bufallo Bull Distribution 6 0.25 1.50 1.50 0.00 0.23Goat Distribution 29 0.08 2.32 2.32 0.00 0.35

Animal Development (Shed, Manger, Chap cutter & Compost) 33 0.30 9.90 9.90 0.00 1.49

Total 18.01 18.01Total (C) 78.39 78.39

(D) Revolving Fund to SHG

(60 % minimum ) 174 0.25 43.50 43.50 0.00 0.00Revolving Fund to enterprising

individual (10 % maximum ) 28 0.25 7.00 7.00 0.00 0.00

Grant in aid to enterprising SHG or Federation of SHGs individual

(30 % maximum ) 10 2.00 20.00 20.00 0.00 0.00Total (D) 70.50 70.50

(D) Consolidation 23.51 23.51Grand Total (A+B+C+D) 783.75 783.75

*Tentative and will vary during execution according to beneficiary




Production System (10%)Production measures for arable land

Page 60

CHAPTER – VAnnual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Project Fund

Area 5225 Ha Cost Lacs(A)

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Admn. 10 78.38 1.5 11.76 2 15.68 2.5 19.59 2 15.68 2 15.68 10 78.38Monitoring 1 7.84 0.2 1.57 0.25 1.96 0.25 1.96 0.15 1.18 0.15 1.176 1 7.84Evaluation 1 7.84 0 0.00 0.1 0.78 0.4 3.14 0 0.00 0.5 3.919 1 7.84

EPA 4 31.35 4 31.35 0 0.00 0 0.00 0 0.00 0 0 4 31.35I & CB 5 39.19 2 15.68 1 7.84 1 7.84 1 7.84 0 0 5 39.19DPR 1 7.84 1 7.84 0 0.00 0 0.00 0 0.00 0 0 1 7.84

Total (A) 22 172.43 0.00 0.00 8.70 68.19 3.35 26.26 4.15 32.53 3.15 24.69 2.65 20.77 22 172.43(B)

Earthen Bund 60 0 58.72 0 0 23 21.54 25 25.4 12 11.78 0 0 60 58.72Tanka 280 1.28 358.40 0 0 101 129.28 123 157.4 56 71.68 0 0 280 358.40

Khet talai 10 1.54 15.40 0 0 3 4.62 5 7.7 2 3.08 0 0 10 15.40Total 432.52 0.00 0.00 155.44 190.54 86.54 0.00 432.52

Tanka 5 1.28 6.4 0 0 2 2.56 2 2.56 1 1.28 0 0 5 6.40Total 6.40 0.00 0.00 2.56 2.56 1.28 0.00 6.40

Grand Total (B) 438.92 0.00 0.00 158.00 193.10 87.82 0.00 438.92

Activity1st year 2nd year

783.75

Unit Cost

Conservation measures for arable land(private land)


Total

Natural resource management (56%)

Unit 3rd year 4th year

Preparatory phase activities capacity building trainings & EPA

Total cost

6th year5th year

Page 61

(C)

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Horticulture plantation 50 0.3 15.00 0 0 7 2.1 18 5.4 20 6 5 1.5 50 15.00

Crop Demostration Oil seeds 100 0.075 7.50 0 0 20 1.5 35 2.625 35 2.625 10 0.75 100 7.50

Crop Demostration Pulsus & others 514 0.05 25.70 0 0 78 3.9 176 8.8 197 9.85 63 3.15 514 25.70

Total 48.20 0 0 7.5 16.825 18.475 5.4 48.20

Silvi Pasture 14 0.87 12.18 0 0 7 6.09 7 6.09 0 0 0 0 14 12.18Total 12.18 0 6.09 6.09 0 0 12.18

Animal Helth Camp & Treatment 0 0 2.79 0 0 0 0.68 0 0.8 0 0.83 0 0.48 0 2.79Bull Distribution 6 0.25 1.5 0 0 1 0.25 2 0.5 2 0.5 1 0.25 6 1.50Bufallo Bull Distribution 6 0.25 1.5 0 0 1 0.25 2 0.5 2 0.5 1 0.25 6 1.50Goat Distribution 29 0.08 2.32 0 0 0 0 4 0.32 18 1.44 7 0.56 29 2.32

Animal Development (Shed, Manger, Chap cutter & Compost)

33 0.3 9.9 0 0 3 0.9 8 2.4 19 5.7 3 0.9 33 9.90

Total 18.01 0 2.08 4.52 8.97 2.44 18.01Total (C) 78.39 0 15.67 27.44 27.445 7.84 78.39

(D)

Revolving Fund to SHG (60 % minimum )

174 0.25 43.5 0 0 21 5.25 79 19.75 69 17.25 5 1.25 174 43.50

Revolving Fund to enterprising individual (10 % maximum ) 28 0.25 7 0 0 5 1.25 10 2.5 10 2.5 3 0.75 28 7.00

Grant in aid to enterprising SHG or Federation of SHGs individual

(30 % maximum )10 2 20 0 0.00 2 4.00 4 8.00 3 6.00 1 2.00 10 20.00

Total (D) 70.50 0.00 10.50 30.25 25.75 4.00 70.50(D) Consolidation 23.51 23.51 23.51

Grand Total (A+B+C+D) 783.75 0.00 68.19 210.43 283.31 165.70 56.12 783.75

Activity Unit Total cost

1st year




Unit Cost

Production measures for arable land

Production System (10%)

Total3rd year 4th year2nd year 6th year5th year

Page 62

CHAPTER – VI EXPECTED OUT COMES1 2 3 4 5 6S.

No.Item Unit of measurement Pre-project Status

Expected Postproject Status

Remarks

1Status of water table (Depth to Ground

water level)Meters 350-450 300-400

2Ground water structures repaired/

rejuvenatedNo. Nill Nill

3 Quality of drinking water Description Salty water Less Salty water4 Availability of drinking water Description 6 Month 12 Month5 Change in irrigated Area Ha 9.12 156 Change in cropping/ land use pattern Description Crop rotation7 Area under agricultural crop Ha 4387.53

Area under single crop Ha 4387.53 4892.52Area under double crop Ha 182.79 250

Area under multiple crop Ha 208 Change in cultivated Area Ha 4387.53 45509 yield of major crops of area q/ha

Yield of Bajra q/ha 4.95 5.5Yield of Wheat q/ha 19.50 22.1Yield of Gram q/ha 7.10 8.05

Yield of Mustard q/ha 10.50 12.110 production of major crops of area ton

Production of Bajra ton 486.82 748.2Production of Wheat ton 203.68 1810.05Production of Gram ton 27.81 155.1

Production of Mustard ton 68.55 550.311 Area under vegetation Ha Nill 512 Area under horticulture Ha Nill 1513 Area under fuel Ha Nill 1014 Area under Fodder Ha Nill 2815 Fodder production Q 49450 120771.216 Milk production Litres/day 5040.8 600017 SHGs Active No. Nill 17318 No. of livelihoods No. Nill 2919 Income Rs.in la 0.18 Lacs/year 0.36 Lacs/year20 Migration No. 177 Nil21 SHG Federations formed No. Nill 10

Page 63

Area 5225 783.75

To be entered at SLNA Level Financial Target Projectwise

2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.002 Capacity building 0.0005 0.39 0 0.16 0.08 0.08 0.08 0.003 Monitoring 0.002 1.57 0.00 0.31 0.39 0.39 0.24 0.244 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0.01 7.84 0.00 0.00 0.78 3.14 0.00 3.926 EPA 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7Any Other / Consolidation

0.001 0.78 0.00 0.00 0.00 0.00 0.00 0.78

0.0135

No. Head Total costAmount (Rs. in Lakh)

Financial yearUnit

Page 64

783.75Format-4

To be entered at WCDC Level Financial Target Projectwise

2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.002 Capacity building 0.013 10.19 0 4.08 2.04 2.04 2.04 0.003 Monitoring 0.002 1.57 0.00 0.31 0.39 0.39 0.24 0.244 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00


0.001 0.78 0.00 0.00 0.00 0.00 0.00 0.78

0.016

FINANCIAL WCDC


Financial yearUnit

Page 65

783.75

To be entered at PIA Level Financial Target Projectwise

2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0.07 54.86 0.00 8.23 10.97 13.72 10.97 10.972 Capacity building 0.0365 28.61 0 11.44 5.72 5.72 5.72 0.003 Monitoring 0.006 4.70 0.00 0.94 1.18 1.18 0.71 0.714 Preparation Of DPR 0.01 7.84 0.00 7.84 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00


0.002 1.57 0.00 0.00 0.00 0.00 0.00 1.57

0.1245

FINANCIAL PIA


Financial yearUnit

Page 66

783.75

To be entered at WC Level Financial Target Projectwise

2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0.03 23.51 0.00 3.53 4.70 5.88 4.70 4.702 Capacity building 0 0.00 0 0.00 0.00 0.00 0.00 0.003 Monitoring 0 0.00 0.00 0.00 0.00 0.00 0.00 0.004 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 Epa 0.04 31.35 0.00 31.35 0.00 0.00 0.00 0.00


0.026 20.38 0.00 0.00 0.00 0.00 0.00 20.38

0.096


Financial yearUnit

Page 67

Format-6Capacity building plan (WCDC)

Projectwise

2011-12 2012-13 2013-14 2014-15 2015-16 2016-1710.19 0.00 4.08 2.04 2.04 2.04 0.00

1 No of trainings planned 0 12 6 6 6 02 No of persons to be trained 0 120 60 60 60 0

Amount (Rs. in Lakh)

Financial yearTotal CostHeadNo.

Page 68

Format-5Capacity building plan (PIA level)

Name of Project : Khuri Kalan Block: Degana District : Nagaur

2011-12 2012-13 2013-14 2014-15 2015-1628.61 0.00 11.44 5.72 5.72 5.72

1 No of trainings planned 30.00 0 12 6 6 62 No of persons to be trained 3000.00 0 1200 600 600 600

Financial yearTotal CostHeadNo.

Page 69

Format -2

Name of Project : Khuri Kalan Block: Degana Distt.: Nagaur

2011-12 2012-13 2013-14 2014-15 2015-16 2016-171.Watershed Development Works

1.1 Land Development (Productive use) 1.1.1 Afforestation 0 0

1.1.2 Horticulture 0 01.1.3 Agriculture 0 01.1.4 Pasture 0 01.1.5 Others 0 0

1.2 Soil & Moisture Conservation

1.2.1 Staggered trenching 0 0

1.2.2 Countour Bunding 0 0

1.2.3 Graded Bunding 0 0

1.2.4 Bench Terracing 0 0

1.2.5 Others 0 01.3 Vegetative and Engineering Structure

1.3.1 Earthen Checks 58.72 0 0 21.54 25.4 11.78 0

1.3.2 Brushwood Checks 0 0

1.3.3 Gully plugs 0 01.3.4 Loose bolder 0 01.3.5 Gabion structure 0 0

1.3.6 Others 0 0

1.4 Water Harvesting Structure (New Created) 1.4.1 Farm ponds 380.2 0 0 136.5 167.66 76.04 0

1.4.2 Check dams 0 01.4.3 Nallah Bunds 0 01.4.4 Percolation tanks 0 0

Financial Target (Watershed works)

Name of HeadName of Activity Name of Subactivity Total

Target

Amount (Rs. In lakh)

Financial year

Page 70

1.4.5 Ground Water recharge structure 0 0

1.4.6 Others 0 01.5 Water Harvesting Structure (Renovated) 1.5.1 Farm ponds 0 0

1.5.2 Check dams 0 01.5.3 Nallah Bunds 0 01.5.4 Percolation tanks 0 0

1.5.5 Ground Water recharge structure 0 0

1.5.6 Others 0 0

2.Administrative Cost 2.1 Salary 24 0 4.8 4.8 4.8 4.8 4.8

2.2 Others 54.38 0 6.96 10.88 14.79 10.88 10.88

3.Monitoring 3.1 Monitoring of Projects 7.84 0.00 1.57 1.96 1.96 1.18 1.18

4.Entry Point Activity 4.1 Plan for EPA 31.35 0.00 31.35 0.00 0.00 0.00 0.005.Institution & Capacity Building 5.1 SHG Formation 0 0

5.2 UG Formation 0 05.3 Formation of Federation 0 0

5.4 Capacity building 39.19 0.00 15.68 7.84 7.84 7.84 0.00

5.5 Others 0 06.DPR 6.1 Preparation Of DPR 7.84 0.00 7.84 0.00 0.00 0.00 0.007.Livelihood activities for the asset-less persons

7.1 Plan for Livelihood activities 70.5 0 0 10.50 30.25 25.75 4.00

8.Production system & micro-enterprises 8.1 Sericulture 0 0

8.2 Beekeeping 0 08.3 Poultry 0 08.4 Fisheries 0 08.5 Bio-fuel Plantation 0 08.6 Others 78.39 0 0 15.67 27.44 27.445 7.84

Page 71

Format -1

Name of Project : Khuri Kalan Block: Degana Distt.: Nagaur

2011-12 2012-13 2013-14 2014-15 2015-16 2016-17

1.Watershed Development Works

1.1 Land Development (Productive use)

1.1.1 Afforestation (on wasteland) ha

1.1.2 Afforestation (on total land including wasteland) ha

1.1.3 Horticulture(on wasteland) ha

1.1.4 Horticulture(on total land including wasteland) ha

1.1.5 Agriculture (on wasteland) ha

1.1.6 Agriculture(on total land including wasteland) ha

1.1.7 Pasture (on wasteland) ha

1.1.8 Pasture(on total land including wasteland) ha

1.1.9 Others (on wasteland) ha

1.1.10 Others (on total land including wasteland) ha

1.2 Soil & Moisture Conservation 1.2.1 Staggered trenching ha

1.2.2 Countour Bunding ha

1.2.3 Graded Bunding ha

1.2.4 Bench Terracing ha

1.2.5 Others ha1.3 Vegetative and Engineering Structure

1.3.1 Earthen Checks 60 nos0 0 23 25 12 0

1.3.2 Brushwood Checks Rmt

1.3.3 Gully plugs Cubic meter

1.3.4 Loose bolder Cubic meter

1.3.5 Gabion structure Cubic meter

1.3.6 Others nos

Physical Target (Watershed Works)

Name of Head Name of Activity Name of Subactivity Total Target (Quantity)

Unit (ha/nos/Rmt

/Cubic meter)

Financial yearwise Physical Target

Page 72

1.4 Water Harvesting Structure (New created)

1.4.1 Farm ponds 295 nos

0 0 106 130 59 01.4.2 Check dams nos

1.4.3 Nallah Bunds nos

1.4.4 Percolation tanks nos1.4.5 Ground Water recharge structure nos

1.4.6 Others nos

1.5 Water Harvesting Structure (Renovated)

1.5.1 Farm ponds nos

1.5.2 Check dams nos

1.5.3 Nallah Bunds nos

1.5.4 Percolation tanks nos1.5.5 Ground Water recharge structure nos

1.5.6 Others nos

1.6 Water Harvesting Structure ( Storage capacity of New structures)

1.6.1 Farm ponds Cubic meter

1.6.2 Check dams Cubic meter

1.6.3 Nallah Bunds Cubic meter

1.6.4 Percolation tanks Cubic meter

1.6.5 Ground Water recharge structure

Cubic meter

1.6.6 Others Cubic meter

1.7 Water Harvesting Structure ( Storage capacity of Renovated structures)

1.7.1 Farm ponds Cubic meter

1.7.2 Check dams Cubic meter

1.7.3 Nallah Bunds Cubic meter

Page 73

1.7.4 Percolation tanks Cubic meter

1.7.5 Ground Water recharge structure

Cubic meter

1.7.6 Others Cubic meter

2.EPA 2.1 No. of EPA activities 13 nos 0 13 0 0 0 02.2 No. of water extracting unit created

3 nos0 3 0 0 0 0

3.Institution & Capacity Building

3.1 SHG Formation (Newly created) 3.1.1 No. of SHG 174 nos 0 0 21 79 69 5

3.1.2 Total No. of SHGs members 870 nos 0 0 105 395 345 25

3.2.1 No. of SHG assisted nos3.2.2 Total No. of SHGs members nos

3.3 UG Formation 3.3.1 No. of UG 28 nos 0 0 5 10 10 33.3.2 Total No. of members of UGs 140 nos 0 0 25 50 50 15

3.4 Formation of Federation 3.4.1 No. of Federation 10 nos 0 0 2 4 3 1

3.4.2 Total No. of members of Federation 250 nos 0 0 50 100 75 25

3.5 Capacity building 3.5.1 No. of Training 30 nos 0 12 6 6 6 03.5.2 No. of Persons trained 3000 nos 0 1200 600 600 600 0

4.Livelihood activities for the asset-less persons 4.1 No. of activities 202 nos 0 0 26 89 79 8

4.2 No. of Beneficiaries 1010 nos 0 0 130 445 395 40

5.Production system &micro-enterprises 5.1 Sericulture 5.1.1 No. of activities nos

5.1.2 No. of Beneficiaries nos

5.2 Beekeeping 5.2.1 No. of activities nos


5.3 Poultry 5.3.1 No. of activities nos


5.4 Fisheries 5.4.1 No. of activities nos

5.4.2 No. of Beneficiaries nos5.5 Bio-fuel Plantation 5.5.1 Area Covered ha


5.6 Others 5.6.1 No. of activities 9 nos 0 0 9 9 9 95.6.2 No. of Beneficiaries 740 nos 0 0 111 246 293 90Page 74

Model Estimatewaste weir & earthen bund

IWMP 11-12

1.84

Design as per contour and field topography Abstruct of cost

Area 2 ha. Cost of waste weir 51532Slope 0 to 1 % Cost of earthen bund 25573maximum h 2 mtr. Total 77106maximum lenth of treval 200 mtr. Say 0.77 lacs

Page 75

waste weir & earthen bundData to put A C L H h I Df

2 0.3 200 2 0.4 10 25 Structural DesignHydrologic Design IWMP 11-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.4 0.5 2.3I= Intencity of rain fall in Cm./hr.

for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5

A= Catchment area in Hectares 0.35 0.4 2.3 1.3 1.14Q Cofficient I A C Say 0.6

0.7949 0.0276 48 2 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5

1.009 0.4 0.75 1.15 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.00TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.25 0.75 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.25 0.75 0.5

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient2000 200 2828.4 2 1.414 0.575 0.75 0.4 1.15 0.5

0.66 Top width of head wall ext 0.4*H H cofficient

TC Cofficient K K.77 0.3 0.75 0.46.7893 0.0195 2000 348.17 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

48 Use this As I As Reference 1.69 0.75 0.5 1.25 0.937510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t

Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d0.7949 1.71 1.84 0.4 0.253 L=length of the crest wall in mtr wall joint 1.25 0.75 0.5

6.0268 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.6 1.5 0.4

0.105 1.5 0.07 11 Length of wing wall 2.25*h cofficient h0.1 0.9 2.25 0.4

hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h

0.07 0.014 25 5.00 hw=wave length in mtr 0.6 1.5 0.4d h F 13 Top width of toe wall 0.45

0.5 0.4 0.1 14 Height of toe wall 0.315 Thickness of side wall 0.6

Page 76

a = Top width of head wall in m. IWMP 11-12b = 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)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H

a b H h ρ C w H/3 H/2 W10.60 1.00 0.75 0.4 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300

UW2 = ½(b-a)Hρ b a H ρ cofficient

345 1.00 0.60 0.75 2300 0.5cw(h+H)

U = ½Cw(H+h)b w H h H+h b cofficient287.5 1000 0.75 0.4 1.15 1.00 0.5

Fa = whH w h H H 0.75300 1000 0.4 0.75 h 0.4 W1 1035

a 0.60 W2 345Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 287.5

281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 300Fb 281.25

Fc = wah w a h Fc 240240 1000 0.60 0.4

b/3 2b/3

awh

Page 77

Safety against overturningIWMP 11-12

W1 x1 Fc Fa Fb U a b W21035 0.7 240 300 281.25 287.5 0.60 1.00 345

H U0.75 287.5

RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi

983.58 724.5 168 91.08 1.00 0.60 0.40 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3374.4792 112.5 70.3125 191.6667

RM OM RM/OM983.58 374.4792 2.626528 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1332.5 1035 345 240 287.5Th Fa Fb Frictional cofficient

581.25 300 281.25 0.8C.F*Tv/Th 1.83 >1.3 Hence safe

Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv

0.457 609.10 1332.5E=b/2-X b/2 X

0.043 0.5 0.457

e b/60.043 0.167 b/6>e

Hance safe

Page 78

Structural DesignIWMP 11-12

Top Plan 0.61.84

0.61.00

0.402.74

1.29 1.69

0.90.6

ElivationHead wall extention

1.25 1.44

0.85Head wall

1.29 0.45 0.6Land Level

0.3Apron

0.60.6

Foundation0.3

1.002.74

0.40

0.9cc 1:4:8

0.3

1.00

0.6

1.00

Side wall

1.2

0.5

0.75

2.25

0.6

0.3

0.45

0.3

Page 79

Estimate IWMP 11-12

Head wall H.W.E Side wa Toe WallAverage 0.8 0.45 1.87 0.675

Sr. no. Name of work Item no. No Length Width Hight Qty rate amount

1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B

Head wall 1 1.84 1.00 1.2 2.20Head wall extention 2 2.25 0.6 1.2 3.24

side wall 2 2.74 0.6 1.2 3.94Appron 1 1.84 1.29 0.9 2.13

Toe wall 1 1.84 0.9 1.2 1.98Wing Wall 2 0.9 0.6 0.6 0.65

14.15 99 1400.705

2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B


side wall 2 2.74 0.6 0.3 0.99Appron 1 1.84 1.29 0.3 0.71


3.88 2239 8679.621

3RR stone mesonary in Cement sand mortar 1 : 6


side wall 2 2.74 0.6 0.9 2.96Appron 1 1.84 1.29 0.15 0.35


9.21 1925 17724.244 RR stone mesonary in Cement sand mortar 1 : 6 25C


side wall 2 1.87 0.6 0.65 1.46side wall 2 2.74 0.6 0.6 1.97

Appron 1 1.84 1.29 0.00Toe wall 1 1.84 0.675 0 0.00

Wing Wall 2 0.90 0.6 0.6 0.657.71 1925 14842.41

cf 42646.98

25C

Page 80

IWMP 11-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount

5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater

125Abf 42646.98



Appron 1 1.84 1.29 0.08 0.189Toe wall 1 1.84 0.45 0.08 0.066

Wing Wall 2 0.90 0.6 0.08 0.0860.795 2466 1959.264

6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A

Head wall 1 1.84 0.6 1.102Head wall 1 1.84 0.75 1.38

Head wall extention 2 2.25 0.3 1.35Head wall extention 2 2.25 1.25 5.63

side wall 2 1.00 0.6 1.2side wall 2 1.44 0.6 1.73side wall 2 2.74 0.6 3.29side wall 2 1.87 0.65 2.43side wall 2 0.60 1.25 1.50

Appron 1 1.84 1.29 2.37Toe wall 1 1.84 1.05 1.93

Wing Wall 2 0.90 0.6 1.08Wing Wall 2 0.90 0.6 1.08Wing Wall 2 0.6 0.6 0.72

26.78 152 4069.906

7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater

Appron 126 1 1.84 1.288 0.15 0.35 3547 1258.679

8 Pointing 1:3 (1 Cement : 3 Sand) 73

Head wall 1 1.84 0.85 1.56 61.9 96.67742Total 50031.5

3% contengency 1500.94551532.45

Say 0.51

Page 81

IWMP 11-12Earthen bund

Length Left 54Right 50

Maximum cross section Minimum cross section

0.60.6

USDS 2:1 1.25 2:1

2:1 0.6 3:1

2.5 2.5 1.2 1.8

5.6 3.6

CS (Tw+Bw) *Hight2

CS 3.875 CS 1.26

Average Cross section 2.5675

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 54 2.57 138.6550 2.57 128.38

267.02 Cum 92 24565.84 cost of Cumath Seed Row Length To.length interwell No per kg

3 104 312 1 450 0.69 Kg 100 69.333333 Seed Sowing (Cumtha) 312 312 mtr 0.62 193.44

24828.613% contengency 744.86

Total 25573.47

Name of work

1

Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50

2

Page 82


IWMP 11-12

2.19



Page 83








K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient5000 500 11180 5 2.236 0.625 0.75 0.5 1.25 0.5





7.1874 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1627 1.5 0.1084 11 Length of wing wall 2.25*h cofficient h

0.2 1.125 2.25 0.5hw Cofficient Df Df

0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1084 0.014 60 7.75 hw=wave length in mtr 0.75 1.5 0.5

d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3

15 Thickness of side wall 0.6

Page 84



a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300


431.25 1.10 0.60 0.75 2300 0.5cw(h+H)


Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035

a 0.60 W2 431.25Fb = wH2 / 2 w H H H2 cofficient b 1.10 U 343.75

281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 85


W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25

H U0.75 343.75


1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833



1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient



0.525 747.29 1422.5E=b/2-X b/2 X

0.025 0.55 0.525

e b/60.025 0.183 b/6>e

Hance safe

Page 86

Structural Design IWMP 11-12

Top Plan 0.62.19

0.61.10

0.502.89

1.34 1.84

1.10.6


1.51

0.90Head wall

1.34 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.102.89

2.45

0.6

0.3

0.45

0.3

0.50

0.9cc 1:4:8

0.3

1.10

0.6

1.10

Side wall

1.45

1.2

0.7

0.75

Page 87

Estimate IWMP 11-12





side wall 2 2.89 0.6 1.2 4.16Appron 1 2.19 1.34 0.9 2.64


16.39 99 1622.892



side wall 2 2.89 0.6 0.3 1.04Appron 1 2.19 1.34 0.3 0.88


4.52 2239 10121.46



side wall 2 2.89 0.6 0.9 3.12Appron 1 2.19 1.34 0.15 0.44





Appron 1 2.19 1.34 0.00Toe wall 1 2.19 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.019.88 1925 19019.38

cf 51079.1

Page no. 151

25C

Page 88



125Abf 51079.1



Appron 1 2.19 1.34 0.08 0.234Toe wall 1 2.19 0.45 0.08 0.079

Wing Wall 2 1.13 0.6 0.08 0.1080.921 2466 2271.071





Appron 1 2.19 1.34 2.93Toe wall 1 2.19 1.05 2.30


32.70 152 4969.862


Appron 126 1 2.19 1.338 0.15 0.44 3547 1559.357


Head wall 1 2.19 0.90 1.98 61.9 122.2648Total 60001.66

3% contengency 180061802

Say 0.62 lacs

Page no. 152

Page 89




0.60.6

USDS 2:1 1.45 2:1

2:1 0.6 3:1

2.9 2.9 1.2 1.8

6.4 3.6

CS (Tw+Bw) *Hight2

CS 5.075 CS 1.26




139 ii B 75 3.17 237.5675 3.17 237.56


3 150 450 1 450 1.00 Kg 100 1003 Seed Sowing (Cumtha) 450 450 mtr 0.62 279

44090.503% contengency 1322.72

Total 45413.22

Name of work

1


2

Page 90


IWMP 11-12

3.01



Page 91


















Page 92



a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300


672.75 1.25 0.60 0.9 2300 0.5cw(h+H)


Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242


405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 93

Safety against overturning IWMP 11-12

W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75

H U0.9 437.5


1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833




855 450 405 0.8C.F*Tv/Th 1.66 >1.3 Hence safe


0.599 1064.93 1777.25E=b/2-X b/2 X

0.026 0.625 0.599

e b/60.026 0.208 b/6>e

Hance safe

Page 94


Top Plan 0.63.01

0.61.25

0.653.15

1.45 2.10

1.10.6


1.68

1.11Head wall

1.45 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.253.15

0.65

0.9cc 1:4:8

0.36

1.25

0.6

1.25

Side wall

1.6

1.2

0.7

0.9

2.6

0.7

0.36

0.45

0.3

Page 95

Estimate IWMP 11-12





side wall 2 3.15 0.6 1.2 4.54Appron 1 3.01 1.45 0.9 3.93


21.42 99 2120.538



side wall 2 3.15 0.6 0.3 1.13Appron 1 3.01 1.45 0.3 1.31


5.89 2239 13176.65



side wall 2 3.15 0.6 0.9 3.40Appron 1 3.01 1.45 0.15 0.66





Appron 1 3.01 1.45 0.00Toe wall 1 3.01 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0113.01 1925 25043.17

cf 66459.77

25C

Page 96



125Abf 66459.77



Appron 1 3.01 1.45 0.08 0.350Toe wall 1 3.01 0.45 0.08 0.108

Wing Wall 2 1.13 0.6 0.08 0.1081.178 2466 2904.638





Appron 1 3.01 1.45 4.37Toe wall 1 3.01 1.05 3.16


40.08 152 6092.693


Appron 126 1 3.01 1.45 0.15 0.66 3547 2324.461


Head wall 1 3.01 1.11 3.34 61.9 207.0551Total 77988.61


Say 0.80 lacs

Page 97




0.60.6

USDS 2:1 1.6 2:1

2:1 0.6 3:1

3.2 3.2 1.2 1.8

7 3.6

CS (Tw+Bw) *Hight2

CS 6.08 CS 1.26




139 ii B 100 3.67 367.00108 3.67 396.36



70754.673% contengency 2122.64

Total 72877.31

Name of work

1


2

Page 98


IWMP 11-12

3.83



Page 99








K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient7071.1 1000 31623 20 4.472 0.7 0.9 0.5 1.4 0.5


TC Cofficient K K.77 0.36 0.9 0.417.953 0.0195 7071.1 920.67 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)








Page 100



a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300


672.75 1.25 0.60 0.9 2300 0.5cw(h+H)


Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242


405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 101


W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75

H U0.9 437.5


1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833






0.599 1064.93 1777.25E=b/2-X b/2 X

0.026 0.625 0.599

e b/60.026 0.208 b/6>e

Hance safe

Page 102


Top Plan 0.63.83

0.61.25

0.653.15

1.45 2.10

1.10.6


1.68

1.11Head wall

1.45 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.253.15

2.6

0.7

0.36

0.45

0.3

0.65

0.9cc 1:4:8

0.36

1.25

0.6

1.25

Side wall

1.6

1.2

0.7

0.9

Page 103

Estimate IWMP 11-12





side wall 2 3.15 0.6 1.2 4.54Appron 1 3.83 1.45 0.9 5.00


24.61 99 2436.589



side wall 2 3.15 0.6 0.3 1.13Appron 1 3.83 1.45 0.3 1.67


6.77 2239 15163.7



side wall 2 3.15 0.6 0.9 3.40Appron 1 3.83 1.45 0.15 0.83





Appron 1 3.83 1.45 0.00Toe wall 1 3.83 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0113.69 1925 26360.05

cf 73484.64

25C

Page 104



125Abf 73484.64



Appron 1 3.83 1.45 0.08 0.445Toe wall 1 3.83 0.45 0.08 0.138

Wing Wall 2 1.13 0.6 0.08 0.1081.352 2466 3334.233





Appron 1 3.83 1.45 5.56Toe wall 1 3.83 1.05 4.03


43.37 152 6592.306


Appron 126 1 3.83 1.45 0.15 0.83 3547 2958.405


Head wall 1 3.83 1.11 4.26 61.9 263.5247Total 86633.11


Say 0.89 lacs

Page 105




0.60.6

USDS 2:1 1.6 2:1

2:1 0.6 3:1

3.2 3.2 1.2 1.8

7 3.6

CS (Tw+Bw) *Hight2

CS 6.08 CS 1.26




139 ii B 110 3.67 403.70107 3.67 392.69



73816.173% contengency 2214.49

Total 76030.65

Name of work

1


2

Page 106


IWMP 11-12

3.08



Page 107












Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d

1.863 1.71 3.08 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.710.107 10 Hight of the side wall at toe 1.5*h cofficient h

F Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1757 1.5 0.1171 11 Length of wing wall 2.25*h cofficient h





Page 108



a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300


431.25 1.10 0.60 0.75 2300 0.5cw(h+H)


Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035


281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 109


W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25

H U0.75 343.75


1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833






0.525 747.29 1422.5E=b/2-X b/2 X

0.025 0.55 0.525

e b/60.025 0.183 b/6>e

Hance safe

Page 110


Top Plan 0.63.08

0.61.10

0.502.89

1.34 1.84

1.10.6


1.51

0.90Head wall

1.34 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.102.89

2.45

0.6

0.3

0.45

0.3

0.50

0.9cc 1:4:8

0.3

1.10

0.6

1.10

Side wall

1.45

1.2

0.7

0.75

Page 111

Estimate IWMP 11-12

IWMP Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 0.675




side wall 2 2.89 0.6 1.2 4.16Appron 1 3.08 1.34 0.9 3.71


19.60 99 1940.494



side wall 2 2.89 0.6 0.3 1.04Appron 1 3.08 1.34 0.3 1.24


5.41 2239 12117.13



side wall 2 2.89 0.6 0.9 3.12Appron 1 3.08 1.34 0.15 0.62





Appron 1 3.08 1.34 0.00Toe wall 1 3.08 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0110.45 1925 20111.83

cf 57913.21

25C

Page 112



125AIWMP 10-11 bf 57913.21



Appron 1 3.08 1.34 0.08 0.330Toe wall 1 3.08 0.45 0.08 0.111

Wing Wall 2 1.13 0.6 0.08 0.1081.102 2466 2716.708





Appron 1 3.08 1.34 4.12Toe wall 1 3.08 1.05 3.24


36.02 152 5475.59


Appron 126 1 3.08 1.338 0.15 0.62 3547 2192.845


Head wall 1 3.08 0.90 2.78 61.9 171.9349Total 68470.29


Say 0.70 lacs

Page 113

IWMP 11-12



0.60.6

USDS 2:1 1.45 2:1

2:1 0.6 3:1

2.9 2.9 1.2 1.8

6.4 3.6

CS (Tw+Bw) *Hight2

CS 5.075 CS 1.26




139 ii B 150 3.17 475.13196 3.17 620.83



101702.093% contengency 3051.06

Total 104753.15

Name of work

1


2

Page 114


IWMP 11-12

3.08



Page 115
















0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.099 0.014 50 7.07 hw=wave length in mtr 0.75 1.5 0.5d h F 13 Top width of toe wall 0.450.65 0.5 0.15 14 Height of toe wall 0.3


Page 116



a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300


672.75 1.25 0.60 0.9 2300 0.5cw(h+H)


Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242


405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 117

Safety against overturning

W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75

H U0.9 437.5


1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833






0.599 1064.93 1777.25E=b/2-X b/2 X

0.026 0.625 0.599

e b/60.026 0.208 b/6>e

Hance safe

Page no. 181

Page 118

Structural Design

Top Plan 0.63.08

0.61.25

0.653.11

1.41 2.06

1.10.6


1.62

1.11Head wall

1.41 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.253.11

2.55

0.7

0.36

0.45

0.3

0.65

0.9cc 1:4:8

0.36

1.25

0.6

1.25

Side wall

1.55

1.2

0.65

0.9

Page 119

Estimate





side wall 2 3.11 0.6 1.2 4.48Appron 1 3.08 1.41 0.9 3.92


21.44 99 2122.918



side wall 2 3.11 0.6 0.3 1.12Appron 1 3.08 1.41 0.3 1.31


5.89 2239 13187.37



side wall 2 3.11 0.6 0.9 3.36Appron 1 3.08 1.41 0.15 0.65





Appron 1 3.08 1.41 0.00Toe wall 1 3.08 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0112.66 1925 24375.79

cf 65856.62

25C

Page 120



125AIWMP 10-11 bf 65856.62



Appron 1 3.08 1.41 0.08 0.348Toe wall 1 3.08 0.45 0.08 0.111

Wing Wall 2 1.13 0.6 0.08 0.1081.175 2466 2896.937





Appron 1 3.08 1.41 4.35Toe wall 1 3.08 1.05 3.24


39.36 152 5982.061


Appron 126 1 3.08 1.413 0.15 0.65 3547 2315.808


Head wall 1 3.08 1.11 3.42 61.9 211.7609Total 77263.19


Say 0.79 lacs

Page 121



0.60.6

USDS 2:1 1.55 2:1

2:1 0.6 3:1

3.1 3.1 1.2 1.8

6.8 3.6

CS (Tw+Bw) *Hight2

CS 5.735 CS 1.26




139 ii B 150 3.50 524.63200 3.50 699.50


3 350 1050 1 450 2.33 Kg 100 233.33333 Seed Sowing (Cumtha) 1050 1050 mtr 0.62 651

113503.833% contengency 3405.12

Total 116908.95

Name of work

1


2

Page 122


IWMP 11-12

3.56



Page 123


















Page 124



a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300


431.25 1.10 0.60 0.75 2300 0.5cw(h+H)


Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035


281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 125


W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25

H U0.75 343.75


1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833






0.525 747.29 1422.5E=b/2-X b/2 X

0.025 0.55 0.525

e b/60.025 0.183 b/6>e

Hance safe

Page 126


Top Plan 0.63.56

0.61.10

0.502.89

1.34 1.84

1.10.6


1.51

0.90Head wall

1.34 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.102.89

0.50

0.9cc 1:4:8

0.3

1.10

0.6

1.10

Side wall

1.45

1.2

0.7

0.75

2.45

0.6

0.3

0.45

0.3

Page 127

Estimate IWMP 11-12





side wall 2 2.89 0.6 1.2 4.16Appron 1 3.56 1.34 0.9 4.29


21.33 99 2111.51



side wall 2 2.89 0.6 0.3 1.04Appron 1 3.56 1.34 0.3 1.43


5.89 2239 13191.72



side wall 2 2.89 0.6 0.9 3.12Appron 1 3.56 1.34 0.15 0.71





Appron 1 3.56 1.34 0.00Toe wall 1 3.56 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0110.75 1925 20700.08

cf 61593.12

25C

Page 128



125Abf 61593.12



Appron 1 3.56 1.34 0.08 0.381Toe wall 1 3.56 0.45 0.08 0.128

Wing Wall 2 1.13 0.6 0.08 0.1081.199 2466 2956.667





Appron 1 3.56 1.34 4.76Toe wall 1 3.56 1.05 3.74


37.82 152 5747.906


Appron 126 1 3.56 1.338 0.15 0.71 3547 2533.954


Head wall 1 3.56 0.90 3.21 61.9 198.6803Total 73030.32


Say 0.75 lacs

Page 129

Earthen bund Length Left 175

Right 255Maximum cross section Minimum cross section

0.60.6

USDS 2:1 1.45 2:1

2:1 0.6 3:1

2.9 2.9 1.2 1.8

6.4 3.6

CS (Tw+Bw) *Hight2

CS 5.075 CS 1.26




139 ii B 175 3.17 554.31255 3.17 807.71



126392.773% contengency 3791.78

Total 130184.55

Name of work

1


2

Page 130


IWMP 11-12

4.11



Page 131



















Page 132



a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2

W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300


672.75 1.25 0.60 0.9 2300 0.5cw(h+H)


Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242


405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405

Fc = wah w a h Fc 300300 1000 0.60 0.5

b/3 2b/3

awh

Page 133


W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75

H U0.9 437.5


1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3

FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833






0.599 1064.93 1777.25E=b/2-X b/2 X

0.026 0.625 0.599

e b/60.026 0.208 b/6>e

Hance safe

Page 134


Top Plan 0.64.11

0.61.25

0.653.13

1.43 2.08

1.10.6


1.65

1.11Head wall

1.43 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.253.13

2.57

0.7

0.36

0.45

0.3

0.65

0.9cc 1:4:8

0.36

1.25

0.6

1.25

Side wall

1.57

1.2

0.67

0.9

Page 135

Estimate IWMP 11-12





side wall 2 3.13 0.6 1.2 4.50Appron 1 4.11 1.43 0.9 5.28


25.51 99 2525.505



side wall 2 3.13 0.6 0.3 1.13Appron 1 4.11 1.43 0.3 1.76


7.02 2239 15717.61



side wall 2 3.13 0.6 0.9 3.38Appron 1 4.11 1.43 0.15 0.88





Appron 1 4.11 1.43 0.00Toe wall 1 4.11 0.675 0 0.00

Wing Wall 2 1.13 0.6 0.75 1.0113.68 1925 26330.99

cf 75087.14

25C

Page 136



125AIWMP 10-11 bf 75087.14



Appron 1 4.11 1.43 0.08 0.469Toe wall 1 4.11 0.45 0.08 0.148

Wing Wall 2 1.13 0.6 0.08 0.1081.398 2466 3446.761





Appron 1 4.11 1.43 5.87Toe wall 1 4.11 1.05 4.31


43.84 152 6663.712


Appron 126 1 4.11 1.428 0.15 0.88 3547 3120.535


Head wall 1 4.11 1.11 4.56 61.9 282.3479Total 88600.49


Say 0.91 lacs

Page 137

IWMP 11-12



0.60.6

USDS 2:1 1.57 2:1

2:1 0.6 3:1

3.14 3.14 1.2 1.8

6.88 3.6

CS (Tw+Bw) *Hight2

CS 5.8718 CS 1.26




139 ii B 175 3.57 624.03256 3.57 912.87



142484.063% contengency 4274.52

Total 146758.58

Name of work

1


2

Page 138

Abstruct cost of Tanka with Plantation work

Gen & OBC SC & ST Total10% 5%

1 Cost of tanka 128000.00 12800 6400.00 19200Conservation measure

for water harvesting

Note :- 1 Rates are taken as per GKN Nagaur. & forest dept.2 For Horticulture plantation is as per norms of Agriculture ext. Dept.3 For development of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.

ProjectContribution

Sr. noMeasuresName of work

Page 139

Design of tanka

Collection of Water = Area * rainfall* 80% Capacity as per Structural design

Catchment Area = ^4*D2 (D= 11.70 Cum= ^4*Dt2 * Hight Dt= Inner diameter of tanka

= 107.4587 SqmRainfall = 0.3 Mtr Dt= 3

Hight = 3.60Collection of water = 25.79008 Cum

25.434 CumCapacity Cum*1000 Capacity Cum*1000

= 25790.08 = 25434

Hence rainfall on catchment area can fillup the tanka by water

ProductionTotal capacity of tanka 25500 LtrUse of water for drinking purpose 40% 10200 LtrAvailable water for plantation 60% 15300 LtrOne watering require 20 Ltr

No of watering per Year 30 No

Total Ltr require per plant per year 600 Ltr

No of plant can survive = Available plantation for Plantation/ water require per plant per year= 25.50

say 25 plant

Page 140

Capacity 25434 LTR

Khuri Kalan IWMP Tanka D d u H h u-3Mtr 3.9 3 3.6 3.90 0.6 0.6

S.No Discription Item no.No

/fector Length Width Hight Qty Rate Amount

1Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 2B

0.785 3.9 3.9 0.3 3.58 99 354.61

2Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 2B

0.785 3.9 3.9 1.2 14.33 99 1418.45

3Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 one extra lift 2B+3

0.785 3.9 3.9 1.5 17.91 111 1987.99

4Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 With two Extra lift 2B+3

0.785 3.9 3.9 0.6 7.16 123 881.165 Cement concrete 1:5:10 (1cement:5 sand:10 concrete) 40 mm concrete 10 0.785 3.9 3.9 0.3 3.58 1966 7042.12

RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 3.9 3.9 3.9 46.57B 0.785 3 3 3.9 27.55

A-B 19.01 1925 36597.947 Lintal work supply & fixing in Cement sand mortar 1 : 4 32 4 3.35 0.25 3.35 998 3343.308 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 3.14 3 3.60 33.91 174 5900.69

Roof on tanka with Jodhpur stone slabe including Pointing of joints & 50mm Cement concrete 1 : 2 : 4 A 0.785 3 3 7.07

Gate B 1 0.45 0.45 0.20 A-B 6.86 1235 8475.19 50 mm Cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 concrete) 12mm A 0.785 3.9 3.9 11.94 B B 0.785 3 3 7.07 C 4.87 A+B-C 0.785 3 3 7.07

11.94 247 2949.1412 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 71B 3.14 3.9 0.6 7.35 101 742.11

TOTAL A 69692.70

10 56

51C

25C

Model estimate

6

9

Page 141

Working period D d H h H-h c/c hAngor wall 11.70 11.10 0.6 0.3 0.3 0.15

S.No Discription Item no.No

/fector Length Width Hight Qty Rate AmountEarth work Excavation in hard soil up to 1.5 mt Hight A 0.785 11.7 11.7 0.3 32.24and deposited excavated meterial lead op to 150 B 0.785 11.1 11.1 0.3 29.02

A-B 3.22 99 318.94Cement concrete 1:5:10 (1cement:5 sand:10 concrete) A 0.785 11.7 11.7 0.15 16.1240 mm concrete B 0.785 11.1 11.1 0.15 14.51

A-B 1.61 1966 3166.87RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 11.7 11.7 0.75 80.59

B 0.785 11.1 11.1 0.75 72.54 A-B 8.05 1925 15504.14

Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick A 0.785 11.7 11.7 107.46on stone B 0.785 11.1 11.1 96.72 A-B 10.74

3.14 11.7 0.6 22.043.14 11.1 0.6 20.91

53.69 101 5423.09Total B 24413.05

3

1

2

4 71B

2B

10

25C

Page 142

HodiLw Sw w h Th Lw Sw w h Th0.6 0.6 0.3 0.6 0.1 0.6 0.6 0.3 0.6 0.1

Lw+2w Sw+w 2Sw+Lw H Lw+2w Sw+w 2Sw+Lw H1.2 0.9 1.8 0.7 1.2 0.9 1.8 0.7

Earth work Excavation in hard soil up to 1.5 mt Hight and 1 1.2 0.9 0.7 0.76deposited excavated meterial lead op to 150 1 1.2 0.9 0.7 0.76 A+B 1.51 82 123.98RR stone mesonary in Cement sand mortar 1 : 6 2 0.6 0.3 0.6 0.22

1 1.2 0.3 0.6 0.222 0.6 0.3 0.6 0.221 1.2 0.3 0.6 0.22

A-B 0.86 1925 1663.20 Cement concrete 1 : 5 : 10 (1 cement 1 1.2 0.9 0.1 0.11

1 1.2 0.9 0.1 0.11total 0.22 1966 424.66Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 1 0.6 0.6 0.36 B 1 1.8 0.6 1.08 C 2 0.6 0.3 0.36 D 1 1.2 0.3 0.36 a 1 0.6 0.6 0.36 b 1 1.8 0.6 1.08 c 2 0.6 0.3 0.36 d 1 1.2 0.3 0.36

4.32 101 436.32Total C 2648.16

soil murram KhurraMis Work 0.3 0 0.15

1 Gate as per voucher L .S. 500Jali inlets L. S. 200Spreding And compection of excaveted soil in required profile A 0.784 11.1 11.1 0.3 28.98

B 0.784 3.9 3.9 0.3 3.58 A-B 25.40 40 1016.06

Dry stone kharnja A 0.784 11.1 11.1 0.15 14.49B 0.784 3.9 3.9 0.15 1.79A-B 12.70 896 11379.92

Lime plaster 1:2 (1 lime : 2 sand) 25 mm thick A 0.784 11.1 11.1 96.60B 0.784 3.9 3.9 11.92A-B 84.67 149 12616.13

5 Hanp - Pamp & Pipe 2000.00Total D 27712.11

Total 124466.02Add 3% contengecy 3733.9806

128200.00Say 128000

1 2A

2 25C

3

4

52

3 52

10

68A

71B

4

Page 143

PLANKhuri Kalan IWMP

11.7

Capacity 25434 Ltr3.9

3 1.2

3.6

11.1

11.7

ROOF 3.6

0.6 0.6 0.3

0.3

3.90 0.93

3.6

cc 1:5:10

3.9

0.6

Page 144

Abstruct cost of Khet Talai with Plantation workArea 0.20 Ha.

Gen /OBC BPL/SC Govt share Farmer share10% 5%

1Cost of Khet Talai 154000.00 15400 7700

Conservation measure for water harvesting

20% 10%2 Cost of Horticulture plantation 7700 1540 770 Production

3 Cost of Barbered wire fencing with post fixing 22300 4460 2230 Production Total for production 30000 6000 3000

90% 10%10916 0 0 9824 1092

Total Cost of tanka unit 194916.00 21400.00 10700.00 9824.40 1091.60

Note :- 1 Rates are taken as per GKN Nagaur. & forest dept.2 For Horticulture plantation is as per norms of Agriculture ext. Dept.3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.

Convergence with Ag.Ext dept.

Measures

4 Cost of Drip irrigation system

Sr. noName of work

Contribution

Page 145

Design of Khet talai

Collection of Water = Area * rainfall*30% Capacity as per Structural design

Catchment Area = 0.2 ha. Cum= Area*Hight= 2000 Sqm Area = 83.72

Rainfall = 0.3 MtrHight = 1.50

Collection of water = 180 Cum125.58 Cum

Capacity Cum*1000 Capacity Cum*1000= 180000 = 125580

Hence rainfall on catchment area can fillup the tanka by waterFull capacity 125580Evoporation 30% 37674Daily use for animal and birds 25% 31395

Net avalable water for Horticulture Plantation 56511

Production

One watering require 20 Ltr

No of watering per Year 50 No

Total Ltr require per plant per year 1000 Ltr

No of plant can survive = capacity/ water require per plant per year= 56.511

say 55 plantMinimum 55

Page 146

Model Estimate

Khet Talai Length Width Excavation Above GL Mesonary Wall Width

Water tank For collection of water 9.2 9.1 1.8 0.6 2.1 0.45

Capacity Plant Ha.

0 125580 Ltr 55 0.20

S.no Activity No Length Width Hight Qty Unit Rate Amount

1Earth work Excavation in hard soil up to 1.5 mt Hight anddeposited excavated meterial lead op to 150

139/p15 1 9.2 9.1 1.8 150.696 cum. 84 12658.46

2 Spreding And compection of excaveted soil in required profile 5 1 9.2 9.1 1.8 150.696 cum. 40 6027.84

2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B 1 9.2 9.1 0.3 25.116 cum. 2282 57314.71

3 RR stone mesonary in Cement sand mortar 1 : 6 25C 2 8.3 0.45 2.1 15.6872 9.1 0.45 2.1 17.199

32.886 cum. 1919 63108.23

5

50 mm Cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 concrete) 12mm

56

2 8.3 0.45 7.472 9.1 0.45 8.19

15.66 sqm. 247 3868.026 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 2 8.3 2.1 34.86

2 8.2 2.1 34.4469.3 sqm. 173 11988.9

7Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick on stone 71A

2 9.2 0.6 11.042 9.1 0.6 10.92

21.96 sqm. 151 3315.96158282.1

Excavation will be done by farmer (-) 12658.46Net (a) 145623.7

Hight

Page 147

Water tank Capacity 216 LtrL W H w

1.2 1.2 0.60.6 0.6 0.6 0.3

S.N. Discription Item no.No

/fector Length Width Hight Qty Rate Amount1 RR stone mesonary in Cement sand mortar 1 : 6 1 1.2 1.2 0.6 0.86

2 1.2 0.3 0.6 0.432 0.6 0.3 0.6 0.22

A-B 1.51 1919 2901.532 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 4 1.2 1.2 5.76

2 1.2 0.3 0.722 0.6 0.3 0.364 0.6 0.6 1.44

8.28 151 1250.28Total 4151.81

Total 149775.47Add 3 % contengency 4493.26Grand total 154268.74

Say 154000.00

NameBase

Super Structure

25C

71B

Page 148

Name of Plant Buded Ber Area 0.20 Ha

Horticulture Cost per plant No. of per ha. Plants 55

Year No./Year

1 Diging of pit 1 0.9 0.9 0.9 0.73 cum. 84 61.24 3367.982 Apply of manure

(A) Compost Khad 5.00 kg. 0.4 2.00 110(B) S.S.P. (16%) 1.00 kg. 4 4.00 220(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 165

3 Mixing with soil & filling pit 1 0.9 0.9 0.75 0.61 cum. 39 23.69 1303.08754 Plant cost 1 1.00 No 15 15.00 8255 Planting tree 1.00 No. 3.1 3.10 170.56 Weeding & hoeing 3 1 3.00 No. 1.3 3.90 214.57 Sprey

(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 462(B) Sulpher 3 0.02 Kg 0.06 200 12.00 660

8Trancepotation of Plant from Jodhpur 100 km including loading and unloading 1.00 no 1.25 1.25 68.75TOTAL 7566.82

7500Add 3% contengency 225

Total 7725Say 7700

Note:- And also Provide 50% subcidy for Bird netFarmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)Farmer will ensured for Watch and Ward by himselfFarmer will be benifited by Drip Irrigation by Ag.extention dept. seperetaly. Add 3% contengency

Problem:- NEEL GAY ( Roz) can destroy all plantation work. Such that six time barberbed wire fencing is require.and farmer do not have much money about 0.33 Lacs for this Such that project will provide Barberd wire fencing.

S.No DiscriptionTotal

Length Width Unit Rate Amount Amount for 55 Plants

Model estimate

Hight Qty

Page 149

Fencing post

2.1 0.2

0.15No of post 100

S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 100 2.1 0.18 0.15 5.51 Cum 3170 17474.632 Centering & shutering 100 2.1 0.3 63 Sqm 104 6552.00

Mtr Kg/MtrRain forcement with tor bar 8mm bar 400 2.1 840 0.4 336 KGRing specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG

462.9 KG 62 28699.80Cost for 100 posts 52726Cost for one post 527

Add 3% contengency 16543

Say 540Area 0.2 Ha Length 183 mtr.

No of post As per length 28.00Fencing will be done by Project

S.No Discription Item no. No Length of single wire

Total length Kg/mtr Quantity Unit Rate Amount

1 Supply of barberbed wire fencing 14 gauge 65 5 183 915 0.08 73.2 Kg 64 4684.82 Supply of cement concrete post mo.est. 28 28.00 No 540 15120.003 Trancepotation of posts 2 km. 194C 28 0.0393 1.10 Cum 66.7 73.404 Cement concrete 1:6:12 40mm 10 4 0.45 0.45 0.45 0.36 Cum 1880 685.265 fixing of Rcc post in 45 cm. deep pit 2B 24 0.45 0.45 0.45 2.19 Cum 68 148.726 Cost of binding wire mo.est. 1.5 Kg 70 105.007 Tidening of barberded wire 5.5/forest 915 mtr 0.95 869.25

21686.42Add 3% contengency 650.59

22337.02Say 22300

Model estimate

0.15

3

Page 150

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 0.93 175000.00 0.00 163551.40 0.00

2 II 0.87 1020.00 0.00 890.91 0.00

3 III 0.82 1020.00 37500.00 832.62 30611.17

4 IV 0.76 1020.00 37500.00 778.15 28608.57

5 V 0.71 1020.00 37500.00 727.25 26736.98

6 VI 0.67 1020.00 37500.00 679.67 24987.83

7 VII 0.62 1020.00 37500.00 635.20 23353.12

8 VIII 0.58 1020.00 37500.00 593.65 21825.34

9 IX 0.54 1020.00 37500.00 554.81 20397.52

10 X 0.51 1020.00 37500.00 518.52 19063.10

184180 300000.00 169762.18 195583.63

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

1.15

Total

Page 151

Abstruct of cost IWMP 11-12

Horticulture Plantation work with drip

Gen & OBC SC & ST Govt share Farmer share Total20% 10%

1Cost of Horticulture

plantation6700 1340 670 0 0 0

Production Cost of Barbered wire fencing with post fixing

23300 4660 2330Production

Total 30000 6000 3000 0 0 090% 10%

21000 0 18900 2100 21000

Total Cost of unit 51000.00 6000.00 3000.00 18900.00 2100.00 21000.00

Note :- 1 Rates are taken as per GKN Nagaur. & forest dept.2 For Horticulture plantation is as per norms of Agriculture ext. Dept.3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.

Project

3

MeasuresConvergence with Ag.Ext dept.

Cost of Drip irrigation system

Contribution Sr. no Name of work

Page 152

Name of Plant Buded Ber Area 0.2 Ha Spacing 6.3

Horticulture Cost per plant No. of per ha. Plants 50.39053

IWMP 11-12 say 50

Year No./Year

1 Diging of pit 1 0.9 0.9 0.9 0.73 cum. 61.5 59.20 29602 Apply of manure

(A) Compost Khad 5.00 kg. 0.4 2.00 100(B) S.S.P. (16%) 1.00 kg. 4 4.00 200(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 150

3Mixing with soil & fillingpit 1 0.9 0.9 0.75 0.61 cum. 27 23.69 1184.5

4 Plant cost 1 1.00 No 10 15.00 7505 Planting tree 1.00 No. 2.2 3.20 1606 Weeding & hoeing 3 1 3.00 No. 0.9 3.90 1957 Sprey

(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 420(B) Sulpher 3 0.02 Kg 0.06 200 12.00 600

8

Trancepotation of Plant from Jodhpur 100 km including loading and unloading 1.00 no 1.25 1.25 62.5TOTAL 134.39 6719.5

6700Note :- And also Provide 50% subcidy for Bird net

Farmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)

Farmer will ensured for Watch and Ward by himself

Farmer will be benifited by Drip Irrigation by Ag.extention dept. seperetaly.

Problem :- NEEL GAY ( Roz) can destroy all plantation work. Such that six time barberbed wire fencing is require.and farmer do not have much money about 0.33 Lacs for this Such that project will provide Barberd

wire fencing.

Model estimate

S.No DiscriptionTotal

Length Width Hight Qty Unit Rate AmountAmount for 50 Plants

Page 153

Fencing post

2.1 0.15

0.1

No of post 100

Name of work Item no. No Lingth Width Hight Qty Unit RateCement concrete 1:2:4 100 2.1 0.125 0.15 3.9375 Cum 3137 12351.9

Centering & shutering 100 2.1 0.3 63 Sqm 105 6615Mtr Kg/Mtr

Rain forcement with tor bar 6mm bar 300 2.1 630 0.282 177.66 KG

Ring specing 0.20 mtr & Hook 6mm 1050 0.4 420 0.282 118.44 KG

296.1 KG 68.2 20194

Cost for 100 posts 39161

Cost for one post 391.61Add 3% contengency 11.7483

403.358

Say 400.00

Model estimate

0.15

Page 154

Model estimateArea 0.2 Ha Specing

Length 178.8854 mtr. 6.5No of post As per length= Length/specing 27.5Two Aditional post require at corner 8

35.52Fencing will be done by Project Say 36



1Supply of barberbed wire fencing 14 gauge 65 6 178.89 1073.3 0.08 85.865 Kg 64 5495.361

2 Supply of cement concrete post mo.est. 36 36 No 400 14400

3 Trancepotation of posts 2 km. 194C 36 0.05 1.8 Cum 66.7 120.06

4Trancepotation of posts to pit up to one km. 36 36 No 18.75 675

5fixing of Rcc post in 45 cm. deep pit 2B 36 0.45 0.45 0.45 3.2805 Cum 70 229.635

6 Cost of binding wire mo.est. 10 Kg 70 700

7 Tidening of barberded wire 5.5/forest 1073.31 mtr 0.95 1019.647

22639.7

Add 3% contengency 679.1911

23318.89

Say 23300

Page 155

Silvi Pasture DevelopmentArea 7 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 7 25 175 120 21000 20 3500 17500 52500

Dhaman 0.32 Dhaman grass 7 2000 14000 5 70000 1 14000 56000 168000Kumatha 2.94 73500 220500Fencing 2.60Gate 0.20Total 6.06 lacs

Note:- This benefit is for initial phase. If we menage it best we can fullfill other requirement of villagerslike fodder problem

Cost Benefit RatioBenefit Cost Ratio

Initial phase 22.68 6.06 3.74

Prodoction Expenditure

Page 156

Estimate for Dhaman Sowing

Dhaman require =5 kg/ha 35 KgSpacing 5 mtrSpacing of grass seed 15 Cm

Sr. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount1 Jungal clearence July flora 107 7 Ha. 850.5 5953.5

2Making of balls of grass

seed(1:1:2:2) 1 grass seed:1FYM : 2 sand : 2 clay

3/1/9 forest 35 Kg. 35.00

Per 6 kg meterial 24.99 145.8

3Grass seed sowing by twice plough with Tractor in pasture development areas 10 7 Ha. 2757.72 19304.0

4 Cost of seed CAZARI Jodhpur 35 Kg 120 4200

5

sowing of grass seeds by sprinkling and convering it in the area which has already been ploughed

Forest BSR 7 Ha. 135 945

30548.3Contengency 3% 916.45Grand total 31464.8

Say 0.32

Page 157

Model estimate for Kumatha Plantation Silvi Pasture Development

Available Area 7 Ha.Total

LengthTotal no of

Plants Say

1587 1587.4508 1600

Cost per plantItem no

Year No./Year

1 Diging of pit 132 (B) 1 0.3 0.3 0.3 1.00 No 2.19 2.19 35042 Mixing soil & filling pit 5 1 0.3 0.3 0.3 0.03 cum. 40 1.08 17283 Cost of Plant 1.00 No. 10 10.00 160004 Planting tree 133(B) 1.00 No. 3.2 3.20 51205 Making thavla 137(B) 3 1 3.00 No. 1.9 17.10 273606 Watering 135 3 6 18.00 no 1.9 34.20 54720

Total month

per month days Total days

7 Watch & ward Minimum

wetges 3 1236 26 936.00 Month 147 86 137592

Water require per watering

Waterring per year

No of plant

Water requirement

8 Supply of water tanker 196(b) 3 15 6 1 270.00per 1000 ltr 3km 22.7 6.13 9806.4

9 Chokidar hut 30000TOTAL 160 285830

Contengency 3% 8575Grand total 294405

Say 2.94Problem & 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 %

Plant to pant Spacing (mtr.)

1

DiscriptionTotal

S.No Total Amount

RateAmount for per plant

UnitLength Width Hight Qty

Page 158

Fencing post

2.1 0.2

0.15No of post 100

S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 100 2.1 0.18 0.15 5.51 Cum 3170 17474.632 Centering & shutering 100 2.1 0.3 63 Sqm 104 6552.00

Mtr Kg/MtrRain forcement with tor bar 8mm bar 400 2.1 840 0.4 336 KGRing specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG

462.9 KG 62 28699.80Cost for 100 posts 52726Cost for one post 527

Add 3% contengency 16543

Say 540

Total length 264.575 1058.3 1.5 1587Area 7 Ha Length 1587.45 mtr. Specing 6

Say 1600No of post As per length 266.67

Fencing will be done by Project Two Aditional post require after every 10 Posts 77Net 343.67

Say 344.00



1 Supply of barberbed wire fencing 14 gauge 65 5 1587 7937.3 0.08 634.98 Kg 64 40638.742 Supply of cement concrete post mo.est. 344 344.00 No 540 185760.003 Trancepotation of posts 2 km. 194C 344 0.0393 13.52 Cum 66.7 901.734 Cement concrete 1:6:12 40mm 10 77 0.45 0.45 0.45 7.02 Cum 1880 13191.265 fixing of Rcc post in 45 cm. deep pit 2B 767 0.45 0.45 0.45 69.89 Cum 68 4752.726 Cost of binding wire mo.est. 1.5 Kg 70 105.007 Tidening of barberded wire 5.5/forest 7937.25 mtr 0.95 7540.3912


260476.53Say 2.6

Model estimate

0.15

3

Page 159

Model Estimategate

So.No Name of work Item no. No Length width Hight Qty Unit Rate Amount1 Excavation 2B 1 5.4 0.6 0.6 1.944

Hard soil 1.94 Cum 99 192.462 C/C (1:6:12) 10 1 5.4 0.6 0.3 0.972

0.97 Cum 2008 1951.783 Stone mesonary 25C 1 5.4 0.6 0.3 0.972

(1:6) 2 1.5 0.45 0.6 0.811.78 Cum 1919 3419.66

4 Super structure 26 2 1.5 0.37 1.2 1.332 2088 2781.216

7 Plaster 71A(1:6) 4 1.5 1.8 10.825 mm 4 0.37 1.2 1.776

4 0.45 0.6 1.082 1.5 0.37 1.11

14.77 Sqm 151 2229.6668 Gate & hole pass 88 117 kg 68.1 7967.7

Dasa 4 " 33C 1 2.6 0.35 0.91 Sqm 1089 990.99


20119.47Say 0.20

Page 160

vdq'ky Je dqqy Je

4 1.50 1.50 1.50 13.50 ?ku Qh

0.38 ?ku eh- 73.50 81.00 99.00 37.82

4 1.50 1.50 0.50 4.50 ?ku Qh

0.13 ?ku eh- 313.11 356.00 2216.00 282.21

4 1.00 1.00 1.00 4.00 ?ku Qh0.11 ?ku eh- 205.80 508.00 1919.00 217.23

2 1.00 1.00 9.00 18.00 ?ku Qh2 1.00 1.00 7.50 15.00 ?ku Qh2 5.50 1.00 2.00 22.00 ?ku Qh2 2.00 1.00 2.00 8.00 ?ku Qh

63.00 ?ku Qh1.78 ?ku eh- 205.80 508.00 2467.00 4398.41

1 12.00 10.00 120.00 o- Qh

11.15 o- eh- 11.98 28.00 598.00 6666.50

pkS@eh- x-@ÅW ek=k bdkbZJfed nj

dqy nj lkexzh lfgr

dqy ykxr

1 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] ikuh Mkyuk] cxy dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA lk/kkj.k@eqyk;e feV~Vh esaA

Name of Work:- Estimate of Animal shed with Manger

Ø-la dk;Z fooj.k la- y-

2 lhesUV dadjhV uhao ;k Q'kZ esa 40 fe-eh- ukih; eki dh iRFkj feV~Vh lhesUV& jsr elkyk esa 1 lhesUV % 4 jsr % 8 feV~Vh ds vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA

3 uhao rFkk dqlhZ esa iRFkj dh cs j)k <ksdk lhesUV ^ ctjh 1%6 elkys esa] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA vfrjDr tksMs_ vf/kjpuk iRFkj dh fpukbZ esa vkbZVe 22 ls 25 rd 30 ls-eh- ;k 30 ls-eh- ls de eksVkbZ ds fy;A'kSM o eSUtj

4 80 fe-eh- eksVkbZ ¼22 xzt9 dh yksgS dh bLikr ukyhnkj pn~nj ftUgs bLikr ds ts ;k ,y gqd rFkk 8 fe-eh- O;kl ds cksYV rFkk uV] fcVqeu ok'kj ds lkFk yxkbZ tk,xhA blesa dSph rFkk ijfyu dh ykxr 'kkfey ugh gSA

Page 161

vdq'ky Je dqqy JepkS@eh- x-@ÅW ek=k bdkbZ

Jfed njdqy nj lkexzh

lfgrdqy ykxrØ-la dk;Z fooj.k la- y-

1 4.00 2.00 0.50 4.00 ?ku Qh

0.11 ?ku eh- 239.61 316.11 1880.00 212.82

2 1.00 9.00 18.00 o- Qh2 1.00 7.50 15.00 o- Qh2 5.50 2.00 22.00 o- Qh2 3.50 2.00 14.00 o- Qh2 4.00 2.00 16.00 o- Qh2 2.00 2.00 8.00 o- Qh

93.00 o- Qh8.64 o- eh- 27.93 83.00 151.00 1304.59

96.00 fd-xzk96.00 fd-xzk 2.94 11.40 62.00 5952.00

8 lwpuk iV dk cksMZ o uke vknh 500.009 daVhtsUlh @3% 540.00

10 BSR njkssa es laHkkohr c<ksrjh mDr njsa 2012 dh gSAub njsa ftyk nj fu/kkZj.k lfefr }kjk r; dh tkuh gSA

1400.00dqy ;ksx 21511.59

5 Q'kZ ds uhps lhesUV dadhV 1%6%12 feJ.k ftlesa 1 lhesaV 6 ctjh 12 Hkkx 40 eh-eh- ukHkh; iRFkj dh fxV~VVh ds lkFk feykdj Mkyuk]dqVdj nckuk] rjkbZ vkfn lesr gkFk ls feykdj MkyukA eSUtj

6 lhesUV IykLVj nhokj ij 1%6 vuqikr esa lhesUV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 25 eh-eh-

7 nks ,axy ¼40x 40 x 5 mm)lkbZt dh yxkuk ,ao ihyj ds lkFk fQDl djuk lkbZt 12 QhV izR;sd dk A

Page 162

Compost

Name of work Item No Length Width Hight Qty Rate Amount

1 Earth work excavation 139&140 3 2 2 12 84 1008In Hard soil

1008Say 1000

3

2

2

PIT

Page 163

a Location –District, block, village, watershed location map b Map of Thirod IWMP Project (Watershed Boundary demarcation in cadastral & Topo Sheet)c PRA Map (along with photos & paper drawing)d Treatment map (Indicate proposed works)e Cadastral Map on watershed boundary f Information on Soils, Soil fertility, Land capability, Soil chemical problems like salinity, alkalinity g Land Use Land Cover maph Information on existing water harvesting structures & well inventory along with GPS co-ordinates. i High resolution, latest Remote Sensing Satellite data

Documents of Agreements:

1 Proceedings of gram sabha for EPA approval2 Proceedings of gram sabha Resolution for committee constitution3 Proceedings of gram sabha for DPR approval4 Proceeding of Standing Committee of P.S. for DPR approval.5 Proceeding of Standing Committee of Z.P. for DPR approval.

CHAPTER - VIII Enclosures -

Ravindra Joshi S.R. BanjaraAssistant Engineer, PIA Project Manager, WCDCWD&SC P.S.Mundwa WD&SC.Distt.Nagaur

Page 164

Page 165

Page 166

Page 167

Page 168

Page 169

Page 170

Page 171

Page 172

Page 173

Base MapNagour(IWMP)25/2011-12

Degana-2(Nagour)

Nagaur

Degana

KHUDI KALA

KHUDI KALA

PANDWALA

DUGOR ACHLA

KHURDI KHURD

JODHDAS

CHURIYAS

TREATED AREA

74°10'0"E

74°1

0'0"

E

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

6'0"

N

26°5

6'0"

N

26°5

5'0"

N

26°5

5'0"

N

26°5

4'0"

N

26°5

4'0"

N

26°5

3'0"

N

26°5

3'0"

N

26°5

2'0"

N

26°5

2'0"

N

µ

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

Kota Baran

Ganganagar

Bundi

Sirohi

Karauli

Chittaurgarh Jhalawar

Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Bans

wara

Rajsa

mand

Dungarpur

Dhaulpur

Sawai Madhopur

1 centimeter = 100 meters

Legend Type Area (Ha) Allocated Area 5225

Gram Panchayat Boundary 5742.60

Village Boundary 5230.79 Treated Area 511.81

Settlement 87.66

Medium Road 20.99

Village Road 5.45

Other Road 40.99

Water Body 4.24

0 0.5 10.25KM

Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur

KHUDI KALA

CHURIYAS

JODHDASKHUDI KALA

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

1'0"

N

26°5

1'0"

N

26°5

0'0"

N

26°5

0'0"

N

26°4

9'0"

N

26°4

9'0"

N

26°4

8'0"

N

26°4

8'0"

N

KHUDI KALA

PANDWALA

CHURIYAS

DUGOR ACHLAKHURDI KHURD

JODHDAS

Legend Village Name Gram Panchayat Name Area (Ha) CHURIYAS KHUDI KALAN 649.05

DUGOR ACHLA KHUDI KALAN 693.05

JODHDAS KHUDI KALAN 306.39

KHUDI KALAN KHUDI KALAN 2145.63

KHURDI KHURD KHUDI KALAN 195.15

PANDWALA KHUDI KALAN 1241.51

WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)

Page 174

Khasara MapNagour(IWMP)25/2011-12

Degana-2(Nagour)

Nagaur

Degana

KHUDI KALA

KHUDI KALA

PANDWALA

DUGOR ACHLA

KHURDI KHURD

JODHDAS

CHURIYAS

TREATED AREATreated Area

85

48

98

36

3

1

7

197

67

2

19

10

225

76

28

3

16

437

126

88

31

127

20

122

77

83

14

68

20

65

6

74

128

82

62

17

81

90

120

50

88

198

9

156

91

43

62

85

224

22

44

66

96

41

184

91

17

38

151

159

118

49

74

203

190

44

179

50

11

103

104

120188

613

8

400

40

154

72

117

39

5

18

57

34

314

37

40

200

25

4

105

41

17

87

8

3

29

192

130

595

58

56

67

543

7

195

52

9

207

133

9

134

202

611

71

43

74

99

116

108

2

89

6

8

326

60

101

14

5

171

131

48

22

6

633

15

5

60

23

442

150

195/2

98

4

51

553

2

642

42

167

5

151

383

6

202

71

391

79

586

77

82

8

384

35

118

12

318

6

121

240

13

72

388

223

458

98

323

183

21332

84

265

1

81

44

86

190

99

257

19

135

266

105

158

21

190

70

69

128

183

228

243

208

487

206

282

51

392

69

161

33

325

307

50

80

55

53

1

20

84

23

7

124

46

63

49

24

183

33

591

119

135

240

579

409

68

21

194

570

129

110

39

505

59

32

375

103

573

210

25

197

532

35

422

15

126

20

47

18

64

317

37

138

635

26

59

100

284

149

636

1

18

79

61

52

70

76/1

159

54

99

367

192

316

529

247

138

303

18

575

64

226

1

133

389

81

83

452

588

564

93

106

78

213

255

102

606

140

631

349

491

112

61

66

90

596

298

5/1

57

132

104

176

30

47

84

175

89

1

604

374

34

651

56

41

457

444

75

31

377

208

568

25

469

556

185

480

518

152

196

24

34

248

31

133

82

28

8

87

305

59

145

193

580

11

587

95

65

355

16

593

32

45

80

30

171

192

33

201

223

194

478

555

364

615

169

170

411

44

135

366

165

557

11

79

644

91

199

141

87

179/4

321

208

311

621

80

395

28

590581

520

224

561

96

640

627

562

101

55/1

140

299

19

2

54

97

191

45

10

396

229

147

219

35

500

135

469

488

463

624

601

139

132

648

215

153

136

39

300

187

73

181

231

616

583

496

546

242

123

125

191

235

180

519

8

146

471

470

4

639

286

630

594

45

527

540

100

425

653

415

178

166

26

333

30

220

95

42

551211

274

186

385

10

119

55

92

272

387

94

86

150

404

550

230

87

98

38 216

32

149

168

148

221

27

80

112234

60

88

205

647

306

650

608

46

423

55

40

127

378

232

531

63

312

322

24

81

207

85

259

137

197/1

93

92

36

155

78

386

39

269

212

113

258

467

22

356

645

92

66

5

577

178

459

194

345

32

71

67

152

393

394

94

177

73

302

449

137

179/1

324

195

243

217

54

58

241

42

499

101

541

214

204

88

193

451

490

566

236

351

146

129

95

242

12

461

401

193/1

544

234/2

227

50

53

49

328

42

62

222

609

357

309

181

182

629

346

153

110

521

134

124

92

43

134

507

610

206

29

57

10 210

3

534

30

145

123

16

94

29

169

107

165

108

27

4

626

157

56

48/1

15

597

372

78

607

273

439

173187

643

27

525

43

614

655

65

134

477

371

185

617

144

516

106

13

141

158

93

320

184

481

310

93

524

84625

380

195

97

110

600

598

14

41

182

197

589

406

234/5

199

189

174

108193

145

209

542

382

195

528

106

209

15

56

198

526

462

69

420

139

281

153/2

464

343

634

185

79

363

13

548

425/1

290

49/1

234/4

652

35

23328

599

445

11

139

227

649

283

129

656

218

179

147

58

222

424

139

571

26

36

199

327

196

313

498

203

308

654

210289

179

109

340

57

82

153/1

622

254

489

381

267

75

582

29

278

476

238

114

263

584

334

164

85

7

535

268

292

592

222/1

170

492

90

474

241

37

25

660

38

219

250

167

195/1

341

128

154

249

89

144

638

637

362

460

585

237

149

146

275

107

234/3

472

612

205

225

147148

657

402

483

260

73

200

251

64

191

201

6/1

12

465

205

153/1

58

38

236

419

239

261

418

256

137

569

97

565

515

417

413

291

61

136

162

276

116

138

231

27/1

35

252

253

204

179/7

6/2

97

484

416

502

155

13

560

319

235

200

91

623

72

45

233

361

102

354

198/1

13

628

150

169

172

46

466

111

549

143

661

211

89

218

23

109

658

4

522

173

118

196

33

602

659

111

220

226

171

414

59

73/2

539

237

195/1

288

164

403

7

405

90

17

40

338

331

620

133/1

142

22

301

125

67

559

48

180

66

75

337

27

223

501113

234

70

142

232

99

407

83

270

304

166

428

448

73

184

94

31

187

128

115

63

239

221

339

129

140

168

27

131

151

438

335

25

440

73/1

344

143

350

189

222

504

517

294

212

71

558

1633

436

65

379

198

147

157

72

182

224

188

167

115

234/1

107

186

53

217

293

486

485

153

397

206

78

53

222/1

163

390

209

172

233/1

184/4

213

175

130

12

202

523

96

497

124

63

114

174

203

101

131

82

11

426

126

142

201

552

64

214

214

142

211

133

285

162

353

429

646

139/1

76

125

165

233/2

277

77

225220

191

112

399

9

619

184/3

213

21

160

113

453

618

9

152

238

358

132

336

493

115

125

126

3/1

330

74

116

69

554

137

68

229

246

227

144

447

228

352

148

421

34

212

181

36

443

65

102

27

77

19

120

60

216

70

178/1

184/1

158/1

244245

376

219

174

216

76

122

296

26

62

51

279

16

456

168

141

506

23

2

122/1

47

221

9

348

287

218

68

130

76

28

347

86

143

14

537

105

86

46

6

140

280

117

3

47

123

512

83

475

329

178

138

360

398

176

482

156

109

177

7

503

533

5224

473

75

297

207

61

155

2

359

170

427

494

127

190

103

547

184/2

119

342

51

163

408

48

215

136

160

204

121

455

111

12249

164

104

24

454

52

161

536

226

103

180

495

215

100

154

102

100

603

572

508

271

230

513

373

95

567

538

96

576509

28/1

365

632

26

10

11/2

37

574

578

315

12

412

441

605

563

545

446

11/1

530

514

121

510

217

114117

262

156

311/1 450

641

264

26 145

4

74°10'0"E

74°1

0'0"

E

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

6'0"

N

26°5

6'0"

N

26°5

5'0"

N

26°5

5'0"

N

26°5

4'0"

N

26°5

4'0"

N

26°5

3'0"

N

26°5

3'0"

N

26°5

2'0"

N

26°5

2'0"

N

µ

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

Kota Baran

Ganganagar

Bundi

Sirohi

Karauli


Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Bans

wara

Rajsa

mand

Dungarpur

Dhaulpur

Sawai Madhopur




Village Boundary 5230.79 Khasara Boundary 5230.79

Treated Area 511.81

Koop 1 Nos

Sihada Patthar 23 Nos

Abadi 2 Nos

0 0.5 10.25KM


KHUDI KALACHURIYAS

JODHDASKHUDI KALA

KHUDI KALA8

68

74

67

95

20

43

5

92

84

7

72

37

22

30

80

77

27436

49

48

79

178

36

18

13

34

85

6

93

44

194

6

371

70

35

27

29

39

435

87

26

112

19

40

78

32

15 26

73

4

151

191

71

38

27/1147

193

349

96

50

437

23

94

1

22

3

12214

180

120

76

196

192

103/2

148

17

99

65

90

16

28

103

204

45

13

182

17429

140

31

66

147

41

105

198

86

189

203

178/1

369

42

116

159

17

81

28/1

12

179

18

434

185

121

153

197

28

49

21

190

53

83

91

14/1

104

109

82

149

79/1

33

14

146

31/1177

29

21

62 57

160

108

64

75

103/1

10

145

3/1

31/2

142163

103

55

126

88

97

9

16

119

118

123

370433

346

348

25

152

194/1

25

52

175

139

36

125

124

98

54

15

107

11367

117

372

100

176

157

106

58

186

156

46

114185

31

198

101

199

141

161

31

115

164

23

184

9769

20

24

62

2

89

5

110

19

51

59

347

30

181

24

170

200

356

187

374

368

162

158

373358350

28

113

183

12

109

157

97

110

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

1'0"

N

26°5

1'0"

N

26°5

0'0"

N

26°5

0'0"

N

26°4

9'0"

N

26°4

9'0"

N

26°4

8'0"

N

26°4

8'0"

N

KHUDI KALA

PANDWALA

CHURIYAS


JODHDAS








Page 175

LULC MapNagour(IWMP)25/2011-12

Degana-2(Nagour)

Nagaur

Degana

KHUDI KALA

KHUDI KALA

PANDWALA

DUGOR ACHLA

KHURDI KHURD

JODHDAS

CHURIYAS

Treated Area

85

48

98

36

3

1

7

197

67

2

19

10

225

76

28

3

16

437

126

88

31

127

20

122

77

83

14

68

20

65

6

74

128

82

62

17

81

90

120

50

88

198

9

156

91

43

62

85

224

22

44

66

96

41

184

91

17

38

151

159

118

49

74

203

190

44

179

50

11

103

104

120188

613

8

400

40

154

72

117

39

5

18

57

34

314

37

40

200

25

4

105

41

17

87

8

3

29

192

130

595

58

56

67

543

7

195

52

9

207

133

9

134

202

611

71

43

74

99

116

108

2

89

6

8

326

60

101

14

5

171

131

48

22

6

633

15

5

60

23

442

150

195/2

98

4

51

553

2

642

42

167

5

151

383

6

202

71

391

79

586

77

82

8

384

35

118

12

318

6

121

240

13

72

388

223

458

98

323

183

21332

84

265

1

81

44

86

190

99

257

19

135

266

105

158

21

190

70

69

128

183

228

243

208

487

206

282

51

392

69

161

33

325

307

50

80

55

53

1

20

84

23

7

124

46

63

49

24

183

33

591

119

135

240

579

409

68

21

194

570

129

110

39

505

59

32

375

103

573

210

25

197

532

35

422

15

126

20

47

18

64

317

37

138

635

26

59

100

284

149

636

1

18

79

61

52

70

76/1

159

54

99

367

192

316

529

247

138

303

18

575

64

226

1

133

389

81

83

452

588

564

93

106

78

213

255

102

606

140

631

349

491

112

61

66

90

596

298

5/1

57

132

104

176

30

47

84

175

89

1

604

374

34

651

56

41

457

444

75

31

377

208

568

25

469

556

185

480

518

152

196

24

34

248

31

133

82

28

8

87

305

59

145

193

580

11

587

95

65

355

16

593

32

45

80

30

171

192

33

201

223

194

478

555

364

615

169

170

411

44

135

366

165

557

11

79

644

91

199

141

87

179/4

321

208

311

621

80

395

28

590581

520

224

561

96

640

627

562

101

55/1

140

299

19

2

54

97

191

45

10

396

229

147

219

35

500

135

469

488

463

624

601

139

132

648

215

153

136

39

300

187

73

181

231

616

583

496

546

242

123

125

191

235

180

519

8

146

471

470

4

639

286

630

594

45

527

540

100

425

653

415

178

166

26

333

30

220

95

42

551211

274

186

385

10

119

55

92

272

387

94

86

150

404

550

230

87

98

38 216

32

149

168

148

221

27

80

112234

60

88

205

647

306

650

608

46

423

55

40

127

378

232

531

63

312

322

24

81

207

85

259

137

197/1

93

92

36

155

78

386

39

269

212

113

258

467

22

356

645

92

66

5

577

178

459

194

345

32

71

67

152

393

394

94

177

73

302

449

137

179/1

324

195

243

217

54

58

241

42

499

101

541

214

204

88

193

451

490

566

236

351

146

129

95

242

12

461

401

193/1

544

234/2

227

50

53

49

328

42

62

222

609

357

309

181

182

629

346

153

110

521

134

124

92

43

134

507

610

206

29

57

10 210

3

534

30

145

123

16

94

29

169

107

165

108

27

4

626

157

56

48/1

15

597

372

78

607

273

439

173187

643

27

525

43

614

655

65

134

477

371

185

617

144

516

106

13

141

158

93

320

184

481

310

93

524

84625

380

195

97

110

600

598

14

41

182

197

589

406

234/5

199

189

174

108193

145

209

542

382

195

528

106

209

15

56

198

526

462

69

420

139

281

153/2

464

343

634

185

79

363

13

548

425/1

290

49/1

234/4

652

35

23328

599

445

11

139

227

649

283

129

656

218

179

147

58

222

424

139

571

26

36

199

327

196

313

498

203

308

654

210289

179

109

340

57

82

153/1

622

254

489

381

267

75

582

29

278

476

238

114

263

584

334

164

85

7

535

268

292

592

222/1

170

492

90

474

241

37

25

660

38

219

250

167

195/1

341

128

154

249

89

144

638

637

362

460

585

237

149

146

275

107

234/3

472

612

205

225

147148

657

402

483

260

73

200

251

64

191

201

6/1

12

465

205

153/1

58

38

236

419

239

261

418

256

137

569

97

565

515

417

413

291

61

136

162

276

116

138

231

27/1

35

252

253

204

179/7

6/2

97

484

416

502

155

13

560

319

235

200

91

623

72

45

233

361

102

354

198/1

13

628

150

169

172

46

466

111

549

143

661

211

89

218

23

109

658

4

522

173

118

196

33

602

659

111

220

226

171

414

59

73/2

539

237

195/1

288

164

403

7

405

90

17

40

338

331

620

133/1

142

22

301

125

67

559

48

180

66

75

337

27

223

501113

234

70

142

232

99

407

83

270

304

166

428

448

73

184

94

31

187

128

115

63

239

221

339

129

140

168

27

131

151

438

335

25

440

73/1

344

143

350

189

222

504

517

294

212

71

558

1633

436

65

379

198

147

157

72

182

224

188

167

115

234/1

107

186

53

217

293

486

485

153

397

206

78

53

222/1

163

390

209

172

233/1

184/4

213

175

130

12

202

523

96

497

124

63

114

174

203

101

131

82

11

426

126

142

201

552

64

214

214

142

211

133

285

162

353

429

646

139/1

76

125

165

233/2

277

77

225220

191

112

399

9

619

184/3

213

21

160

113

453

618

9

152

238

358

132

336

493

115

125

126

3/1

330

74

116

69

554

137

68

229

246

227

144

447

228

352

148

421

34

212

181

36

443

65

102

27

77

19

120

60

216

70

178/1

184/1

158/1

244245

376

219

174

216

76

122

296

26

62

51

279

16

456

168

141

506

23

2

122/1

47

221

9

348

287

218

68

130

76

28

347

86

143

14

537

105

86

46

6

140

280

117

3

47

123

512

83

475

329

178

138

360

398

176

482

156

109

177

7

503

533

5224

473

75

297

207

61

155

2

359

170

427

494

127

190

103

547

184/2

119

342

51

163

408

48

215

136

160

204

121

455

111

12249

164

104

24

454

52

161

536

226

103

180

495

215

100

154

102

100

603

572

508

271

230

513

373

95

567

538

96

576509

28/1

365

632

26

10

11/2

37

574

578

315

12

412

441

605

563

545

446

11/1

530

514

121

510

217

114117

262

156

311/1 450

641

264

26 145

4

TREATED AREA

74°10'0"E

74°1

0'0"

E

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

6'0"

N

26°5

6'0"

N

26°5

5'0"

N

26°5

5'0"

N

26°5

4'0"

N

26°5

4'0"

N

26°5

3'0"

N

26°5

3'0"

N

26°5

2'0"

N

26°5

2'0"

N

µ

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

Kota Baran

Ganganagar

Bundi

Sirohi

Kara

uli


Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Bans

wara

Rajsa

mand

Dungarpur

Dhaulpur

Sawai Madhopur




Village Boundary 5230.79 Khasara Boundary 5230.79

Treated Area 511.81

Settlement 87.66

Road 67.42

Water Body 4.24

Fallow Land 227.50

Land With Scrub 1.67

Land Without Scrub 238.61

Wet Land 0.25

Rabi crop 89.68

Kharif Crop 4336.44

Rabi And Kharif Crop 177.23

0 0.5 10.25KM


KHUDI KALACHURIYAS

JODHDASKHUDI KALA

KHUDI KALA8

68

74

67

95

20

43

5

92

84

7

72

37

22

30

80

77

27436

49

48

79

178

36

18

13

34

85

6

93

44

194

6

371

70

35

27

29

39

435

87

26

112

19

40

78

32

15 26

73

4

151

191

71

38

27/1147

193

349

96

50

437

23

94

1

22

3

12214

180

120

76

196

192

103/2

148

17

99

65

90

16

28

103

204

45

13

182

17429

140

31

66

147

41

105

198

86

189

203

178/1

369

42

116

159

17

81

28/1

12

179

18

434

185

121

153

197

28

49

21

190

53

83

91

14/1

104

109

82

149

79/1

33

14

146

31/1177

29

21

62 57

160

108

64

75

103/1

10

145

3/1

31/2

142163

103

55

126

88

97

9

16

119

118

123

370433

346

348

25

152

194/1

25

52

175

139

36

125

124

98

54

15

107

11367

117

372

100

176

157

106

58

186

156

46

114185

31

198

101

199

141

161

31

115

164

23

184

9769

20

24

62

2

89

5

110

19

51

59

347

30

181

24

170

200

356

187

374

368

162

158

373358350

28

113

183

12

109

157

97

110

74°9'0"E

74°9

'0"E

74°8'0"E

74°8

'0"E

74°7'0"E

74°7

'0"E

74°6'0"E

74°6

'0"E

26°5

1'0"

N

26°5

1'0"

N

26°5

0'0"

N

26°5

0'0"

N

26°4

9'0"

N

26°4

9'0"

N

26°4

8'0"

N

26°4

8'0"

N

KHUDI KALA

PANDWALA

CHURIYAS


JODHDAS








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