District Watershed Development Unit, Nagaur

180
Government of Rajasthan Deptt. Watershed Development & Soil Conservation District Watershed Development Unit, Nagaur IWMP 31 (2011-12) KURDAYA-BARGAON Block :- Merta District :- Nagaur Project Area :- 6660 ha. Project Cost :- Rs. 999.00 Lacs Convergence Cost :- Rs. 44.94 Lacs Total Cost :- Rs. 1043.94 Lacs Prakash Hatila S.R. Banjara Assistant Engineer Executive Engineer (L.R.) Panchayat Samiti, Merta cum Project Manager, DWDU, Nagaur Page 1

Transcript of District Watershed Development Unit, Nagaur

Government of Rajasthan Deptt. Watershed Development & Soil Conservation District Watershed Development Unit, Nagaur

IWMP 31 (2011-12) KURDAYA-BARGAON Block :- Merta District :- Nagaur Project Area :- 6660 ha.

Project Cost :- Rs. 999.00 Lacs Convergence Cost :- Rs. 44.94 Lacs Total Cost :- Rs. 1043.94 Lacs Prakash Hatila S.R. Banjara Assistant Engineer Executive Engineer (L.R.) Panchayat Samiti, Merta cum Project Manager, DWDU, Nagaur

Page 1

Chapter I :- Project back ground

S.no. Broad Outlines For Preparation Page No.1 Location 72 Macro Micro Information Village Wise 8 to 9

3 Climatic and Hydrological information 10 to 114 Other Development Schemes in the project area 12

5 Details of infrastructure in the project areas 126 Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary) 13

7 Details of Watershed Committees (WC) 14 to 158 Problems and scope of improvement in the project area 16

9 Base Line Survey Format for IWMP MIS website 17

Chapter II :- Basic & Technical Features,

S.no. Broad Outlines For Preparation Page No.1 Population & Household Details: 18 -192 Development indicators 203 Land Use 20 - 254 Agriculture and Horticulture status and fuel availability. 26 -275 Productivity Gap Analysis 28-316 Existing area under horticulture/Vegetables/Floriculture (ha) 327 Land holding Pattern in project area 32-338 Livestock Status - animals/milk production / average yield. 34-359 Existing area under fodder (ha) 36

10 NREGA Status 3711 Migration Details 3712 Major activities (On Farm) 37-3813 Status of Existing SHG 38

Technical feature14 Ground Water 3915 Availability of drinking water 3916 Water Use efficiency 4017 Slope details. 4018 Water Budgeting 4119 Soil details 4220 Erosion details 43

Page 2

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

1 Preparatory phase activities Capacity Building Trainings and EPA 44-452 The PRA exercise 463 CAPACITY BUILDING 47-514 Livelihood Action Plan 52-555 Production Plan 56-576 Earthen bund plan 58-597 Proposed Development Plan GP wise 60-61

Chapter IV :- Activity wise Total Abstract of cost 62-63

Chapter V :- Yearwise Breakup of watershed Activities 64-65

CHAPTER VI :- EXPECTED OUT COMES 66

MIS Feeding 67-77

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

1 Earthan Bund With Waste Weir 78-1412 Tanka with Plantation work 142-1513 Khet Talai with Plantation work 152-1584 Silvi Pasture Development 159-1635 Manger work 164-166

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

1 Soil Nutrient Level 1682 Administrative Setup 1693 Geomorphology 1704 Hydrogeology 1715 Ground Water Potential Zones 1726 Water Level Trends 1737 Ground Water Potability & Salinity 1748 Nitrate Distribution 1759 Fluoride Distribution 176

10 Irrigation Sources 17711 Ridge Line, Micro & Drainage Line 17812 Khasra Map with Ridge Boundary 17913 Land sue & Land Cover Map 180 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-31 Kurdayan-Bargaon project, at P.S. MertaDistrict 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. Merta P.S. Merta Distt.Nagaur1234

CERTIFICATE

Page 4

Photo of EPA work

NAME OF PROJECT : IWMP 31 Kurdayan-BargaonEFFECTIVE AREA OF PROJECT : 6660 Ha.COST /HA - 0.15COST OF PROJECT : 999.00BLOCK : MertaDISTRICT: Nagaur

PIA – ASSISTANT ENGINEER PROJECT MANAGER, WCDC W.D. & S.C., P.S. - Merta 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 31 Kurdayan-Bargaon2 Sanction No. & date of Project : IWMP 31 / 2011-123 Macro & Micro Nos : 17/14 Deviation from Project Sanctioned :

Items As per Project Sanctioned As proposed in DPR Project Area 7625 6660

Macro/Micro No 17/1 17/1Bargaon Bargaon

Kurdayann KurdayanName of Villages Bargaon Bargaon

Basni Kachchhawa RamliyasPeethas PeethasBeetan Beetan

Kurdayan KurdayanProject Cost (Rs in Lakhs) 1143.75 999.00

Name of Gram Panchayats

Page 6

Location.Kurdaya-Bargaon Project is located in Merta Block, of Nagour district. The project area is between the latitudes 26°22' to 26° 32' & longitudes 73° 49' to 73° 59'. It is at a distance of 36km from its Block head quarters and 116 Kms from the district head quarters. There are 5 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) Kurdaya-Bargaon Unit(a) Name of Catchment luni

(b)Name of watershed area(local name) Kurdaya-Bargaon

(C) Project Area 7625 Ha(d) Net treatable Area 6660 Ha(e) Cost of Project 999 Lacks(f) Cost/hectare 15000 Rs/ha(g) Year of Sanction 11-12 Year(h) Watershed Code 31

(I)No. of Gram Panchayats in project area 2

(j) No. of villages in project area 5(k) Type of Project Watershed(l) Elevation (metres) 380 to 280 msl

(m) Major streams luni river(n) Slope range (%) 0% to 3%

Note:- When we Proposed area in PPR only SRSAC atlus mep was avaible within us.It was on Very big scale.Such that it was tentative area.But when WABCOS marked acurate ridge line of macro 17 that cut area of Beaten Village. Finaly we find area 6660 ha instead of proposed area 7625 Ha.

• CHAPTER – I INTRODUCTION

Page 7

Macro Micro Information Village Wise

Macro microCensus code of villages

AreaProject

CostPIA

01840700 1452 217.8001834400 823 123.4501834300 409 61.3501834100 802 120.3001834200 3174 476.10

6660 999.00

Digrame :- Area Covered in Village

Village Bargaon Ramliyas Peethas Beetan KurdayaArea 1452.00 823.00 409.00 802.00 3174.00

Aen WD &SC

Merta City

TotalKurdaya

Name of Gram Panchayat

Bargaon17 1

Kurdaya

Name of Villages Covered

BargaonRamliyasPeethasBeetan

22%

12%

6%12%

48%

AreaBargaon

Ramliyas

Peethas

Beetan

Kurdaya

Page 8

Digrame :- Cost in Village Wise

Village Bargaon Ramliyas Peethas Beetan KurdayaCost 217.80 123.45 61.35 120.30 476.10

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. 89.40% land is under cultivation 69.47% land is irrigated through tube well. 68 No of households are BPL(3.17% households) 66 are landless households(12.18% households) and 1674 household are small and marginal farmers (25.14%household) .Average land holding in the area is 3.10 ha. 58.39% area is single cropped area and 10.05% 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 10127 population with Communities like Rajput Jat and Megawal.

22%

12%

6%

12%

48%

Cost

Bargaon

Ramliyas

Peethas

Beetan

Kurdaya

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

20112012

Source:-

397436200

20062007200820092010

465388548

Average Monthly rainfall (last ten years)

1

359396355226

Year

200320042005

Average Annual Rainfall(mm)

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

0.080.02

Runoff

15 minute duration 30 minute duration

15 minute duration 65 mm

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

PET

60 minute duration

Season

4

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

(ha.m.)

SummerWinterRainy 0.06

Temperature (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 950

2 TFC Panchayat Simiti Rural Dovelopment 72

3 SFC Panchayat Simiti Water Potability 45

Source :- Vikas Adhikari Panchayat samitti & Narega

Details of infrastructure in the project areasS.No

i

ii

iii

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

8 2 - -

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

2

Nil

10

Nagaur2

NIL

1 -2

Nil2

cooperative society

NGOs

Credit institutions

(i) Bank

No. of villages with access to Agro-industries

(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)

Nearest KVK

No. of villages with access to Primary Health Centre

No. of villages with access to Veterinary Dispensary

No. of villages with access to Post Office

No. of villages with access to Banks

No. of villages with access to Markets/ mandis

Provisions under the Scheme

Catgary 1 to 9 work

Sanitary & Dovelopment

Water Potability

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

55

1

Parameters Status

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 :

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 Rakesh M Civil (Diploma) Nil NilEngineer

2 Jayparkash Meena ML.S.A.

(Diploma)Veterinary

Development3 Sima Meena F B.A sociology Social Works4 Rajesh Bhawal M Msc. Agri. Nil Nil Agriculture

E-mail [email protected]

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

Merta (Nagaur).Telephone 01590 220043Fax 01590 220511

2 3Particulars Details of WCDC

Name of PIA Aen Watershed

FaxE-mail

PIA particulars

01582 [email protected].

2 3Particulars

PM ,WCDCAddress with contact no., websiteTelephone

Details of WCDCWCDC Nagaur

Project menager of WCDC is XEn watershed01582 - 243270

Page 13

1 Details of Watershed Committees (WC) Bargaon

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

Educational qualification

President Omparkash M OBC BFAgri.Land

Development12th

Secretary Sarwanram M SC SFNon Arable

Land Development

B.A.

Member Jivanram M OBC BFAgri.Land

Development8th

Member Ramparkash M OBC MFArable Land

Development8th

Member Jivaraj M SC SFNon Arable

Land Development

4th

Member Joraram M OBC SFNon Arable

Land Development

12th

Member Ramniwash M SC MFGovt. Land

Development10th

Member Sarda Devi F OBC SHG LiterateMember Sita Devi F OBC SHG Literate

Member Chuka Devi F OBCVeterinary

DevelopmentLiterate

Member Sumitra Devi F SCVeterinary

DevelopmentLiterate

Member Phepha Devi F OBC SHG LiterateMember Purkharam M SC SF 8th

1Kurdaya - Bargaon

18-1-12

Not

Req

uire

d

Page 14

2 Details of Watershed Committees (WC) Kurdaya

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

Educational qualification

President Dinesh Kumar M OBC MFAgri.Land

Development10th

Secretary Ganmbhirsing M Gen MF 8th

Member Mangilal M SC SFAgri.Land

DevelopmentLiterate

Member Subrat M Gen MFNon Arable

Land Development

B.A.

Member Ramnarayan M OBC MFNon Arable

Land Development

Literate

Member Phulki Devi F OBCVeterinary

DevelopmentLiterate

Member Hadaman M SC SF Technical LiterateMember Ramsawrup M Gen MF Technical 8th

Member Chandraram M OBC MF 8th

Member Shila Devi F OBC BPL SHG 8th

Member Sonki Devi F SC SHG Literate

Member Hadaman M OBC SFVeterinary

DevelopmentLiterate

Member Dharuram M OBC MFAgri.Land

DevelopmentLiterate

1Kurdaya - Barganw

19-1-12

Not

Req

uire

d

Page 15

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. 1327.25 ha is only irrigated and Having salti water which decreasing production season by season. With efforts this can be increased to 738 ha. The productivity gap of major crops in the area as compared withdistrict 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)2058.15 Tonns fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 413 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 16

Base Line Survey Format for IWMP MIS website

Project Name Kurdaya-Bargaon

Total Geographical Area of Project (Lakh Hectares) - 6660 Ha.Treatable Area

Wasteland (Lakh Hectares) Nil Rainfed Agricultural Land (Lakh Hectares) 4626.58 Ha.

Total Cropped Area (Lakh Hectares) 5953.83 Ha. Net Sown Area (Lakh Hactares) 5953.83 Ha.

Total no. of Water Storage Structure 20 Nadi & 1 WHS Total no. of Water Extracting Units 21

Total storage capacity of water storage structures (cubic meters)

100706 Cum.

No. of Household SC 2872 ST 0

Others Total Population of the project

Area 10127 No. of Household of Landless people 66

Total no. of BPL Household 68 No. of Marginal Farmer’s Household 1315

No. of person-days of Seasonal Migration 413

Depth of Ground Water (meters) below Ground levelPre- monsoon 413 Post-monsoon Nill

No. of person-days of Seasonal Migration 413

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

Page 17

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

Male Female Total SC ST1 Bargaon 1085 1009 2094 428 02 Ramliyas 144 129 273 56 03 Peethas 137 124 261 21 04 Beetan 1862 1675 3537 1287 05 Kurdaya 2085 1877 3962 1080 0

5313 4814 10127 2872 0

Digrame :- Population of Village Village Bargaon Ramliyas Peethas Beetan Kurdaya

Population 2094 273 261 3537 3962

Source :- Base line survey ,Sensus Record & NREGS Job card Detaile

Total PopulationS. No.

Village

Total

21%

3%

2%

35%

39%

PopulationBargaon

Ramliyas

Peethas

Beetan

Kurdaya

Page 18

BPL house hold

L. LessLarge

FarmerSmall

FarmerM. Farmer

Total house hold

SC house hold

ST house hold

1 Bargaon 7 6 57 61 333 457 86 02 Ramliyas 1 0 47 30 101 178 38 03 Peethas 0 0 10 25 70 105 24 04 Beetan 27 27 107 96 345 575 214 05 Kurdaya 33 33 184 147 466 830 180 0

68 66 405 359 1315 2145 542 0

Digrame :- Household of Village Village Bargaon Ramliyas Peethas Beetan Kurdaya

Household 457 178 105 575 830

Source :- Base line survey ,Sensus Record & NREGS Job card Detaile

Total

Household DetailsS.

No. Village

21%

8%

5%

27%

39%

HouseholdBargaon Ramliyas

Peethas Beetan

Kurdaya

Page 19

Table 2.2 Development indicators

S. No.

State Project

Area1 16260 135002 0.22 0.183 0.604 0.5404 921 91056

Source :- Base line survey ,Sensus Record & Literacy Report of Nagaur DistrictThe table indicates poor socio economic conditions.

Table 2.3 Land Use Bargaon

Private Total1293.54 1293.54

97.00 97.0010.00 10.00

858.82 858.82327.72 327.72

1350.40 1350.40

163.86 163.86

0.000.00

85.3473.12

1293.54 1452.00

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

Land Use

Agriculture LandTemporary fallowPermanent Fallow

Panchayat

Waste LandPasturesOthersTotal

Cultivated RainfedCultivated irrigatedNet Sown Area

Net Area sown more than onceForest Land

Total area in Ha.Community

Sex Ratio Infant mortality rate

Maternal mortality ratio

Development Indicators

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

Government

17.25 21.9121.91

85.3433.96

119.30 17.25

Page 20

Ramliyas

Private Total718.52 718.5258.00 58.008.00 8.00

568.00 568.0084.52 84.52

714.52 714.52

62.00 62.00

0.000.00

23.8530.47 80.63

748.99 823.00Peethas

Private Total379.00 379.0032.00 32.007.00 7.00

340.00 340.000.00

340.00 340.00

0.00 0.00

0.000.002.24

0.94 27.76379.94 409.00

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

Land Use Total area in Ha.

Panchayat Government Community

Permanent FallowCultivated Rainfed

Agriculture LandTemporary fallow

Net Area sown more than onceForest Land

Cultivated irrigatedNet Sown Area

Others 3.13 10.22Total 26.98 36.81 10.22

Waste Land

36.81Pastures 23.85

Agriculture LandTemporary fallow

Land Use Total area in Ha.

Panchayat Government Community

Cultivated irrigatedNet Sown Area

Permanent FallowCultivated Rainfed

Waste LandPastures 2.24

Net Area sown more than onceForest Land

Others 20.93 5.89Total 2.24 20.93 5.89

Page 21

Beetan

Private Total669.75 669.7574.00 74.0040.00 40.00

350.86 350.86204.89 204.89659.75 659.75

104.00 104.00

0.000.00

62.738.29 69.52

678.04 802.00Kurdaya

Private Total2893.02 2893.02330.00 330.0082.00 82.00

1770.90 1770.90710.12 710.12

2821.02 2821.02

340.00 340.00

0.000.00

78.4575.00 202.53

2968.02 3174.00

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

Land Use Total area in Ha.

Panchayat Government Community

Permanent FallowCultivated Rainfed

Agriculture LandTemporary fallow

Net Area sown more than onceForest Land

Cultivated irrigatedNet Sown Area

Others 56.37 4.86Total 60.74 58.36 4.86

Waste LandPastures 60.74 1.99

Agriculture LandTemporary fallow

Land Use Total area in Ha.

Panchayat Government Community

Cultivated irrigatedNet Sown Area

Permanent FallowCultivated Rainfed

Waste LandPastures 78.45

Net Area sown more than onceForest Land

Others 23.64 70.89 33.00Total 102.09 70.89 33.00

Page 22

Compile

Private Total5953.83 5953.83591.00 591.00147.00 147.00

3888.58 3888.581327.25 1327.255885.69 5885.69

669.86 669.86

0.00 0.000.00 0.000.00 252.61

114.70 453.566068.53 6660.00

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

Others 60.73 202.25 75.88Total 311.35 204.24 75.88

Forest Land 0.00 0.00 0.00Waste Land 0.00 0.00 0.00Pastures 250.62 1.99 0.00

Cultivated irrigated 0.00 0.00 0.00Net Sown Area 0.00 0.00 0.00

Net Area sown more than once0.00 0.00 0.00

0.00 0.00 0.00

Land Use Total area in Ha.

Panchayat Government CommunityAgriculture LandTemporary fallow 0.00 0.00 0.00Permanent Fallow 0.00 0.00 0.00Cultivated Rainfed 0.00 0.00 0.00

Page 23

Digrame :- Land Use

Land Use Private

Area 6068.53

Panchayat Government Community

311.35 204.24 75.88

91%

5%

3% 1%

Area

Private

Panchayat

Government

Community

Page 24

Digrame :- Land Use

Land UseAgriculture

LandTemporary

fallowPermanent

FallowCultivated

RainfedCultivated irrigated

Net Sown Area

Waste Land

Pastures Others

Area 5953.83 591.00 147.00 3888.58 1327.25 5885.69 0.00 252.61 453.56

32%

3%

1%

21%

7%

32%

0% 1%

3%

AreaAgriculture Land

Temporary fallow

Permanent Fallow

Cultivated Rainfed

Cultivated irrigated

Net Sown Area

Waste Land

Pastures

Others

Page 25

The project area has 738.00 ha of cultivable Tempeory fellow & Permanent fellow. 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 19.93%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 252.61 hectare pasture land 3.79% 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 3888.58 Bajara 1555.43 769.94 495.00 Cotton 200.96 35.17 175.00 1756.39 805.11

Mung 1944.29 384.97 198.00 Mung 334.93 66.32 198.00 2279.22 451.29Moth 388.86 81.66 210.00 Saesmum 133.97 19.83 148.00 522.83 101.49

2 Rabi 669.86 Wheat 796.35 1552.88 1950.00 796.35 1552.88Gram 132.73 94.23 710.00 132.73 94.23Mustard 265.45 278.72 1050.00 265.45 278.72Cumin 132.73 33.18 250.00 132.73 33.18

3 Zaid 0.00 0.000.00 0.00

Total 4558.44 3888.58 1236.57 903.00 1997.11 2080.33 4481.00 5885.69 3316.90

3888.58669.86

**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.

Source :- Base line survey ,Revinue Record avalable With Patawari & Agriculture Jounaral 2011

Cropping Status

S. No.

SeasonCrop sown

Rain fed Irrigated Total

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

Page 26

Crop wise Kharif CropsCrop Cotton Bajara Mung MothArea 200.96 1555.43 2279.22 388.86

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

Crop wise Rabi cropsCrop wheat Gram MusterdArea 796.35 132.73 265.45

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

Cumin132.73

Saesmum133.97

4%34%

50%

9%

3%

Area

Cotton

Bajara

Mung

Moth

Saesmum

60%10%

20%10%

Area

wheat

Gram

Musterd

Cumin

Page 27

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 669.86 ha is (10.06%) 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

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

Source :- Base line survey & Agriculture Literacy Report of Omprakash Ahalavat

Name of the crop

Productivity kg/ha

Page 28

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(19.93% 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 Kurdaya285 387 292 250

050

100150200250300350400

India Rajasthan Nagaur Kurdaya Series1

Page 29

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 Kurdaya India Rajasthan Nagaur Kurdaya362 317 258 175 802 655 507 495

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

India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya317 159 200 198 144 122 271 180

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

0

100

200

300

400

India RajasthanNagaur KurdayaSeries1

0100200300400500600700800900

India RajasthanNagaur Kurdaya Series1

0

50

100

150

200

250

300

350

India Rajasthan Nagaur Kurdaya Series1

0

50

100

150

200

250

300

India Rajasthan Nagaur KurdayaSeries1

Page 30

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

India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya2619 2762 2292 1950 808 443 905 710

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

India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya310 149 172 148 1177 1232 1320 1050

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

0

500

1000

1500

2000

2500

3000

India Rajasthan Nagaur Kurdaya Series1

0

200

400

600

800

1000

India Rajasthan Nagaur Kurdaya Series1

050

100150200250300350

India Rajasthan Nagaur Kurdaya Series1

0200400600800

100012001400

India Rajasthan Nagaur Kurdaya Series1

Page 31

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 405 756.53 1110.38 1866.91 690.76 336 0 840.15 0(ii) Small farmer 359 451.26 2590.88 3042.14 1125.59 547.58 0 1368.97 0

(iii) Marginal farmer 1315 119.46 879.05 998.51 369.45 179.73 0 449.33 0

(iv) Landless person 66 0 0 0 0 0 0

(V)No. of BPL households 68 46.27 46.27 0 0 0 0 46.27

Total 2145 1327.25 4626.58 5953.83 2185.8 1063.31 0 2658.45 0

Source :- Base line survey & Revinue Record available by Patawari office

Type of FarmerTotal

House holds

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

Activity

Horticulture

Vegetables

FloricultureMedicinal Plants

Page 32

60.67% land holdings belong to small and marginal farmers who own 89.40% 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 33

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 497 347.9 5 1269835 1269.835

Hybrid 298 447 Nil 761390 761.392 Buffaloes 1380 2760 3 3525900 3525.93 Goat 1854 370.8 927 2030130 2030.13

Wool 04 Sheep 1865 932.5 932.5 2042175 2042.1755 Camel 5 2.5 Nil 18250 18.256 Horse 18 NA 07 Piggery Nil NA 0

Total 5917 9647680 9647.68

Source :- Base line survey, Veterinary office & PRA Exercise

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 34

Page 35

Name fo Crop wich produced in watershed areaProduction as table no. 2.4 a

Fodder fectorProduction of M.T.

Wheat 1552.88 1.08 1677.11Bajara 769.94 1.6 1231.90

Mung/Moth 917.92 0.25 229.483138.49

As prectical weight analysis studyTable 2.8 Existing area under fodder (ha)

S.No Item Unit Area/Quantity1 Existing Cultivable area under Fodder Ha Nil2 Production of Green fodder Tonns/year 2803 Production of Dry fodder Tonns/ Year 3138.494 Area under Pastures Ha Nil5 Production of fodder Tonns/year 3418.496 Existing area under Fuel wood Ha Nil7 Supplementary feed Kgs/ day 28 Silage Pits No Nil9 Availability of fodder Tonns 3418.4910 Deficiency of fodder Tonns 6229.19

The table above shows there is fodder deficiency (Requirement is 9647.68 and availability 3418.49)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 3502 Sprayers-manual/ power 3003 Cultivators/Harrows 1004 Seed drill 3505 Any Other 50

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 36

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 Bargaon 513 20%2 Ramliyas 62 18%3 Peethas 62 22%4 Beetan 630 19%5 Kurdaya 994 15%

Total 2261Table 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)

Income from such

occupation (Rs. in lakh)

Bargaon 91 120 Unemployment 25 8.736Ramliyas 13 180 Unemployment 28 1.872Peethas 10 180 Unemployment 25 1.440Beetan 137 120 Unemployment 28 13.152

Kurdaya 162 180 Unemployment 35 23.328Total 413 48.528

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 holds2079NillNillNill66

Average annual income from the15500

Road, Nadi, Categary 4

Activity taken up so far

Road, Nadi, Categary 4Road, Nadi, Categary 4Road, Nadi, Categary 4Road, Nadi, Categary 4

NillNill

13500

Name of activitycultivatorsDairyingPoultryPiggery

Landless Agri. Labourers

Nill

Page 37

Table 2.12 (b) Major activities (Off Farm)

Name of activity Households / individuals

Artisans 3Carpenter 11Blacksmith 10Leather Craft 10Porter 5 Mason 9Others specify (Cycle Repair ,STD,Craft etc)

12

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 Hriyalo Rajsthan 12 600 9002 Maa Srswati 12 600 28503 Savita Bhart 13 600 11004 Ajad Bhart 13 600 16005 Kenra Bhart 13 600 11006 Jay Mahadev 10 1000 100007 Laxmi 8 800 40008 Pabuji Rathor 5 5009 Hriyalo Rajsthan 10 500 200010 Siree Balaji 11 550 270011 Maa Bhagwati 17 850 200012 Dadhimati 5 50013 Jay Siree Baba Ramdev 5 50014 Baba Devidas 5 50015 Dhandas ji 5 500

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

4200036000

Average annual income from the

2800035000370002200018500

Page 38

II. Technical Features

Table 2.14 Ground Water

S.No Source No. Functional depth Dry Area

irrigatedWater

availability(days)

i) Dug wells 16 No water 16 Nill Nill

ii) Shallow tube wells 0 0 0 0 0

iii) Pumping sets 0 0 0 0 0iv) Deep Tube Wells 127 450 -500 Fit 30 1327.25 365

Total 143 0 46 1327.25 365

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 Bargaon 10470 5832.05 4 Nadi 1 3 02 Ramliyas 1365 644.38 1 Nadi 1 1 03 Peethas 1305 2976.44 1 Nadi 1 0 04 Beetan 17685 373.97 4 Nadi 2 2 05 Kurdaya 19810 13275.07 10 Nadi 2 8 0

50635 23101.92Note :- Total run of available As table no 2.18 (b) stored in Nadi.

Only 40% becomes available for drinking purpose. Belence runoff is not availablebecouse of infiltration,evoporation & animal defolcation.

Villegers are have to be use hard water from tubewell & contaminated water of Nadi

Page 39

Table 2.16 Water Use efficiency

through water saving

devices(Drip/Sprinklers)

through water conserving agronomic practices#

Any other (pl. specify) Total

7 Nil Nil 71 Nil Nil 1

• 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 66602 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

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

Slope of Watershed

Name of major crop

WheatCumin

Area (Hectare)

Page 40

Table 2.18 Water BudgetingTable 2.18 (a) Total available runoff(cum) use Stranges table

Macro/Micro Area Type of Catchment Total Runoff

17/1 6660 Average 1165500

Total 6660.00 1165500

Table 2.18 (b) Details of already stored runoff(Surface Water structures)

Sr no Name of village Unit Structure No Area according to Yield of

Total Runoff

1 Barganw No Nadi 4 30.41 175 5321.75

2 Ramliyas No Nadi 1 3.36 175 588

3 Peethas No Nadi 1 15.52 175 2716

4 Beetan No Nadi 4 1.95 175 341.25

5 Beetan No WHS 1 205 175 35875

6 Kurdaya No Nadi 10 69.22 175 12113.5

56955.5

STORAGE OF RUNOFF BY PROPOSED STRUCTURES

S.No. Name of Structure No.Storage Capacity

of eachStorage Capacity

total

1 Khet talai 54 150 8100

8100

Runoff trapped in existing & proposed structures =-56955.5 +8100= 65055.5cum.

% Runoff trapped = total runoff trapped x100/Total available runoff=5.58

Source:- Available Revinue Record data & WAPCOS map data

Yield of runoff from catchment per ha.(cum.) use Stranges table

175

175

Total

Page 41

Table 2.19 Soil details

AS.No.

12

BS.No.

123

C Soil fertility Status Kg/haN 32P 17K 140

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 hectares1190.774763.06

Soil ProfileMajor Soil Classes

Sandy loamClay loam

5953.83706.17

Area in hectares

Page 42

Table 2.20 Erosion details

Cause Type of erosionArea

affected (ha)

Run off(mm/y

ear)

a Sheet 6072 325b Rill 523 325c Gully 65 325

6660

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 10674

91081046520

Erosion status in project Area

Water erosion

Page 43

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. Name of the Gram Panchayat

1 Barganw2 Kurdaya

GLR of Kurdaya (EPA) Pangat & Pasu kheli of Kurdaya (EPA)

Date on which Grama Sabha approved EPA

18-1-1219-1-12

Page 44

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 8.71

Tanka work at samsan , Plantation & Fancing work at Nadi to

protect potable water from animals

8.71 3.2 5.51Village public will happy and trust to our project activity &

creation of awareness

Pure water will be available through out the year for drinking

purpose

2 4.94Tanka work at samsan & school,

Plantation & Fancing work at samsan to stop animals

4.94 2.72 2.22Village public will happy and trust to our project activity &

creation of awareness

Pure water will be available through out the year for drinking

purpose

3 2.45Fancing work at Nadi to protect

potable water from animals 2.45 0.5 1.95

Village public will happy and trust to our project activity &

creation of awareness

Pure water will be available through out the year for drinking

purpose

4 4.81

Tanka work at govt land to provide potable water to

villegers, Plantation & Fancing work to protect Plantation

4.81 2.72 2.09Village public will happy and trust to our project activity &

creation of awareness

Pure water will be available through out the year for drinking

purpose

5 19.04Water management &

Arrangement of potable water at water source

19.04 6.75 12.29Village public will happy and trust to our project activity &

creation of awareness

Pure water will be available through out the year for drinking

purpose39.95 39.95 15.89 24.06

Ramliyas

Peethas

2

Beetan

Kurdaya

Names of village

Bargaon

Page 45

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

S. No.

12345

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 May 2012 to Dec. 2012 (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 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.• 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 ------.

Kurdaya

Ramliyas

Beetan

11-2-13

Date on which PRA conducted

Bargaon11-2-13

5-2-136-2-13

11-2-13Peethas

Name of the village/Habitation

Page 46

. 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]

Parkash Chander Hatila 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]

Parkash Chander Hatila 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

# 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)@ The training institutes must fulfill the conditions mentioned in the operations guidelines.

WCs5

UGs3

PIAs

WDTs

1

2

Page 47

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 250 100 100 100 100 100 500 1 1 1 1 1 5 100 100 100 100 100 500Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.2 0.2 0.2 0.2 0.2 1

8 EXPOSURE TOUR (INTERSTATE)

500 100 100 50 50 50 350 1 1 1 1 1 5 700 700 350 350 350 2450

Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 4.20 4.20 2.10 2.10 2.10 14.70

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

PHYSICAL1714 456 451 401 401 313 2022 15 14 14 11 10 64 2079 2015 1663 1600 1120 8476

12 TOTAL FINANCIAL

0 0 9.97 9.66 7.56 7.24 5.55 39.956

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 48

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 4 1 1 2 4 4 82 WDTs 4 4 4 4 0 0 12 2 2 1 0 0 5 40 40 8 0 0 883 UGs 30 30 30 60 2 2 4 60 60 1204 SHGs 663 150 150 150 150 63 663 1 1 1 1 1 5 150 150 150 150 63 6635 WCs 15 15 15 15 45 1 1 1 3 15 15 15 456 GPs 30 30 30 60 1 1 2 30 30 607 Commun

ity100 100 100 1 1 100 100

8 EXPOSURE TOUR(INTER STATE)

100 50 50 100 5 5 10 250 250 500

9 EXPOSURE TOUR(INTRA STATE)

30 30 30 10 10 300 300

10 PM/SLNA 0 0 0

11 TOTAL PHYSICAL

974 381 311 169 150 63 1074 14 23 3 1 1 42 649 849 173 150 63 1884

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

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 49

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 0.99 1.99

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@ 0.30 0.25 0.25 0.80

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

0.35 0.10 0.05 0.50

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[ku 0.75 0.20 0.20 0.10 0.10 1.35

S. No. Activity Executing agency

Allocation out of 1% of total

Project cost

Expected Outcome

(may quantify, wherever possible)

0.10

0-25

Page 50

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

0.20 0.15 0.15 0.15 0.20 0.85

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 0.20 0.10 0.10 0.40

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

11 uqDdM+ ukVd 0.20 0.20 0.40

12 dViqryh izn’kZu0.10 0.10 0.10 0.05 0.05 0.40

13 jkf= xks"Bh 0.15 0.15 0.15 0.10 0.55

14 Hkw laj{k.k lIrkg 0.15 0.15 0.15 0.15 0.15 0.75

15 psruk jSyh 0.05 0.05 0.05 0.15

16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe 0.25 0.25

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 4.20 3.09 1.25 0.70 0.75 9.99

0.20

0.15

0.10

Page 51

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.Contours at 1 meter interval, slope map ( in delineated watershed projects)

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.999 Lacs.(ii) Funds available under livelihood component is 9% of total project cost= Rs.89.91 Lacs.(a) Seed money for SHGs as revolving fund = Rs.55.16 Lacs.

(minimum 60% of livelihood component)No. Of SHG to be formed 221 Nos.No of persons (members) in SHGs 1105 Nos.(b) Seed money for enterprising individuals = Rs 8.75 Lacs (minimum 10% of livelihood component)

Page 52

No. Of SHG to be formed 221 Nos.List of shg & Proposed Activities.

S.No Watershed Committee

Basic work 1 2 3 4 5 6

cement 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)

Netural incemination

(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

2 Barganw

As

per T

able

no

2.13

S

HG

for t

here

act

ivity

is

bei

ng id

entif

ing

as

ther

e de

sire

&

capa

city

Activity Proposed

1 Kurdaya

Same as above

As

per T

able

no

2.13

SH

G f

or th

ere

activ

ity is

bei

ng

iden

tifin

g as

ther

e de

sire

& c

apac

ity

Name of SHG

Page 53

No of persons identified as enterprising individuals 35 Nos.List of persons & Proposed Activities.

S.No Watershed Committee

Name of Person

Basic work 1 2 3 4 5 6

cement 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)

Netural incemination

(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

2 Barganw Yet to be adentified

Activity Proposed

1 Kurdaya

Yet

to b

e ad

entif

ied

Same as above

Page 54

(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 Quantity Project Cost

in lacs Total cost Cost from

Project Fund

Convergence Fund By Bank

loan / Self investment

1 Dairy Works Milk

collection & chilling centre

2 4.50 9.00 4.00 5.00

2 Mason Cement Items work 8 4.20 33.60 16.00 17.60

3 Viswakarma Technical work 3 4.00 12.00 6.00 6.00

Total 54.60 26.00 28.60

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

Page 55

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.999 Lacs.(iv) Funds available under Production System & Micro enterprises component is 10% of total project cost= Rs.99.90 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 13.83 lacs.Details of is Animal Husbandary activities given below :

S.No. Name of Activity Quantity Unit cost Total

1 cow Bull Distribution 2 0.245 0.49

2 Bufallo Bull Distribution 2 0.25 0.50

3 Goat Distribution 33 0.08 2.64

4 Animal Development (Shed, Manger, Chap cutter & Compost) 34 0.3 10.20

Total 13.83

Page 56

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 57

Arable conservation Bargonw

According to land topography and contour map 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 2 1.54 4 2 0.51 14 7.14 285 1.07 1 1.07 5 5 0.62 15 9.3 7510 1.53 1 1.53 10 10 0.8 16 12.8 16015 1.75 1 1.75 15 15 0.7 15 10.5 22520 2.05 1 2.05 20 20 0.75 15 11.25 300

6 7.94 54 75 50.99 788

(B)Land Holding

Area Unit cost No Total cost Treated areaLand Holding

Area Unit cost No Total cost Treated areaHa Ha10 1.65 1 1.65 10 10 0.89 2 1.78 2015 1.96 1 1.96 15 15 0.79 3 2.37 4520 2.38 1 2.38 20 20 0.91 6 5.46 120

3 5.99 45 11 9.61 185

9574.531072

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

Total No.Total cost

Total area treated by earhen bund

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

Page 58

Arable conservation Kurdaya

According to land topography and contour map 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 0 0 0 2 0.51 15 7.65 305 1.07 1 1.07 5 5 0.62 15 9.3 7510 1.53 1 1.53 10 10 0.8 15 12 15015 1.75 1 1.75 15 15 0.7 16 11.2 24020 2.05 1 2.05 20 20 0.75 16 12 320

4 6.4 50 77 52.15 815

(B)Land Holding

Area Unit cost No Total cost Treated areaLand Holding

Area Unit cost No Total cost Treated areaHa Ha10 1.65 1 1.65 10 10 0.89 4 3.56 4015 1.96 1 1.96 15 15 0.79 3 2.37 4520 2.38 1 2.38 20 20 0.91 4 3.64 80

3 5.99 45 11 9.57 165

9574.111075

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

Total No.Total cost

Total area treated by earhen bund

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

Page 59

Area Cost

Proposed Development Plan 6660 999.00

(A)

Qua

ntity Total

Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Qua

ntity Total

Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Qua

ntity Total

Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Admn. 10% 99.90 10% 52.29 52.29 10% 47.61 47.61 99.90 99.90Monitoring 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99Evaluation 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99

EPA 4% 39.96 4% 20.916 20.916 4% 19.044 19.044 39.96 39.96I & CB 5% 49.95 5% 26.145 26.145 5% 23.805 23.805 49.95 49.95DPR 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99

Total (A) 219.78 115.04 115.04 104.74 104.742 219.78 219.78

(B)

Waste weir & Earthen Bund 190 95 74.53 74.53 5.59 95 74.11 74.11 5.56 190 148.64 148.64 11.15Tanka 224 1.36 114 155.04 155.04 11.63 110 149.60 149.60 11.22 224 304.64 304.64 22.85

Khet talai 54 1.75 34 59.50 59.50 4.46 20 35.00 35.00 2.63 54 94.50 94.50 7.09Total 289.07 289.07 21.68 258.71 258.71 19.40 547.78 547.78 41.08

Tanka 6 1.36 2 2.72 2.72 0.00 4 5.44 5.44 0.00 6 8.16 8.16 0.00Khet talai 2 1.75 0 0.00 0.00 0.00 2 3.50 3.50 0.00 2 3.50 3.50 0.00

Total 2.72 2.72 8.94 8.94 11.66 11.66 0.00Total (B) 0 291.79 291.79 21.68 267.65 267.65 19.40 559.44 559.44 41.08

Preparatory phase activities capacity building trainings & EPATotal

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

ActivityQ

uant

ity Unit Cost

Barganw Kurdaya

Conservation measures for non arable land

Page 60

( C )

Qua

ntity Total

Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Qua

ntity Total Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Qua

ntity Total

Cost

Cost

from

Pro

ject

Fu

nd

Conv

erge

nce

Fund

Bene

ficia

ry

Cont

ribu

tion

Production measures for arable landHorticulture 214 0.30 107 32.10 32.10 22.47 4.82 107 32.10 32.10 22.47 4.82 214 64.20 64.20 44.94 9.63Kitchen Garden 20 0.075 10 0.75 0.75 0.11 10 0.75 0.75 0.11 20 1.50 1.50 0.23Crop Demostration(oil seed) 44 0.075 22 1.65 1.65 0.25 22 1.65 1.65 0.25 44 3.30 3.30 0.50Crop Demostration(pulses) 39 0.05 20 1.00 1.00 0.15 19 0.95 0.95 0.14 39 1.95 1.95 0.29Production measures for non arable land pastureSilvi Pasture (Ha.) 72 Ha. 0.21 0.00 0.00 72 15.12 15.12 72 15.12 15.12 0.00Veterinary DevelopmentBull Distribution 2 0.245 1 0.245 0.245 0.04 1 0.245 0.245 0.04 2 0.49 0.49 0.07Bufallo Bull Distribution 2 0.25 1 0.25 0.25 0.04 1 0.25 0.25 0.04 2 0.50 0.50 0.08Goat Distribution 33 0.08 17 1.36 1.36 0.20 16 1.28 1.28 0.19 33 2.64 2.64 0.40Animal Development (Shed, Manger, Chap cutter & Compost, Milk cane, Demo)

34 0.3 17 5.10 5.100.77

17 5.10 5.100.77

34 10.20 10.20 1.53

Total (C) 42.46 42.46 22.47 6.37 57.45 57.45 22.47 6.35 99.90 99.90 44.94 12.72(D)

Revolving Fund to SHG (60 % minimum ) 221 0.25 114 28.50 28.50 107 26.66 26.66 221 55.16 55.16 0.00

Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 18 4.50 4.50 17 4.25 4.25 35 8.75 8.75 0.00

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

13 2.00 7 14.00 14.00 6 12.00 12.00 13 26.00 26.00 0.00

Total (D) 47.00 47.00 42.91 42.91 89.91 89.91 0.00(E) Consolidation 29.97 29.97

Grand Total 496.28 496.28 28.05 0.00 472.75 472.75 25.75 0.00 999.00 999.00 44.94 53.80

Activity

Qua

ntity Unit

Cost

Livelihood System 9%

Production System Micro interprises 10%Barganw Kurdaya Total

Page 61

CHAPTER -I VActivity wise Total Abstract of cost

Activity Unit Quantity Unit cost Total costCost from

Project FundConvergence

FundBeneficiary

Contribution*

(A)Admn. 99.90 99.9

Monitoring 9.99 9.99Evaluation 9.99 9.99

EPA 39.96 39.96I & CB 49.95 49.95DPR 9.99 9.99

Total (A) 219.78 219.78 0.00 0.00(B)

Waste weir & Earthen Bund 190 0.00 148.64 148.64 0.00 11.15Tanka 224 1.36 304.64 304.64 0.00 22.85

Khet talai 54 1.75 94.50 94.50 0.00 7.09Total 547.78 547.78 0.00 41.08

Tanka 6 1.36 8.16 8.16 0.00 0.00Khet talai 2 1.75 3.50 3.50 0.00 0.00

Total 11.66 11.66 0.00 0.00Grand Total (B) 559.44 559.44 0.00 41.08

Preparatory phase activities capacity building trainings & EPA

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

Conservation measures for non arable land

Page 62

(C)

Horticulture 214 0.30 64.20 64.20 44.94 9.63Kitchen Garden 20 0.08 1.50 1.50 0.00 0.23

Crop Demostration(oil seed) 44 0.08 3.30 3.30 0.00 0.50Crop Demostration(pulses) 39 0.05 1.95 1.95 0.00 0.29

Silvi Pasture 72 0.21 15.12 15.12 0.00 0.00

Bull Distribution 2 0.245 0.49 0.49 0.00 0.07Bufallo Bull Distribution 2 0.25 0.50 0.50 0.00 0.08Goat Distribution 33 0.08 2.64 2.64 0.00 0.40Animal Development (Shed, Manger, Chap cutter & Compost, Milk cane, Demo) 34 0.30 10.20 10.20 0.00 1.53

Total (C) 99.90 99.90 44.94 12.72(D)

Revolving Fund to SHG (60 % minimum ) 221 0.25 55.16 55.16 0.00 0.00

Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 8.75 8.75 0.00 0.00

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

13 2 26.00 26.00 0.00 0.00

Total (D) 89.91 89.91 0.00 0.00(E) Consolidation 29.97 29.97

Grand Total (A+B+C+D+E) 999.00 999.00 44.94 53.80*Tentative and will vary during execution according to beneficiary

Veterinary Development

Livelihood System 9%

Production System (10%)Production measures for arable land

Production measures for non arable land pasture

Page 63

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 6660 Ha Cost Lacs(A)

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

Admn. 10 99.9 1.5 14.99 2 19.98 2.5 24.98 2 19.98 2 19.98 10 99.90Monitoring 1 9.99 0.2 2.00 0.25 2.50 0.25 2.50 0.15 1.50 0.15 1.499 1 9.99Evaluation 1 9.99 0 0.00 0.1 1.00 0.4 4.00 0 0.00 0.5 4.995 1 9.99

EPA 4 39.96 4 39.96 0 0.00 0 0.00 0 0.00 0 0 4 39.96I & CB 5 49.95 2 19.98 1 9.99 1 9.99 1 9.99 0 0 5 49.95DPR 1 9.99 1 9.99 0 0.00 0 0.00 0 0.00 0 0 1 9.99

Total (A) 22 219.78 0.00 0.00 8.70 86.91 3.35 33.47 4.15 41.46 3.15 31.47 2.65 26.47 22 219.78(B)

Waste weir & Earthen Bund 190 0 148.64 0 0 68 53.51 84 65.4 38 29.728 0 0 190 148.64Tanka 224 1.36 304.64 0 0 81 110.2 98 133.3 45 61.2 0 0 224 304.64

Khet talai 54 1.75 94.5 0 0 19 33.25 24 42 11 19.25 0 0 54 94.50Total 547.78 0.00 0.00 196.92 240.68 110.18 0.00 547.78

Tanka 6 1.36 8.16 0 0 3 4.08 3 4.08 0 0 0 0 6 8.16Khet talai 2 1.75 3.50 0 0 1 1.75 1 1.75 0 0 0 0 2 3.50

Total 11.66 0 5.83 5.83 0 0 11.66Grand Total (B) 559.44 0.00 0.00 202.75 246.51 110.18 0.00 559.44

Activity Unit Total cost

1st year Total2nd year 3rd year

999.00

Unit Cost

Conservation measures for arable land(private land)

Conservation measures for non arable land

Natural resource management (56%)

4th year 5th year 6th yearPreparatory phase activities capacity building trainings & EPA

Page 64

(C)

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

Horticulture 214 0.30 64.20 0 0 11 3.3 92 27.6 95 28.5 16 4.8 214 64.20Kitchen Garden 20 0.08 1.50 0 0 4 0.3 7 0.525 7 0.525 2 0.15 20 1.50

Crop Demostration(oil seed) 44 0.08 3.30 0 0 10 0.75 16 1.2 16 1.2 2 0.15 44 3.30Crop Demostration(pulses) 39 0.05 1.95 0 0 10 0.5 12 0.6 14 0.7 3 0.15 39 1.95

Silvi Pasture 72 0.21 15.12 0 0 72 15.12 0 0 0 0 0 0 72 15.12

Bull Distribution 2 0.245 0.49 0 0 0 0 1 0.245 1 0.245 0 0 2 0.49Bufallo Bull Distribution 2 0.25 0.50 0 0 0 0 1 0.25 0 0 1 0.25 2 0.50Goat Distribution 33 0.08 2.64 0 0 0 0 12 0.96 10 0.8 11 0.88 33 2.64

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

34 0.30 10.20 0 0 0 0 12 3.6 10 3 12 3.6 34 10.20

Total (C) 99.90 0.00 0.00 19.97 34.98 34.97 9.98 99.90(D)

Revolving Fund to SHG (60 % minimum ) 221 0.25 55.16 0 0 35 8.75 94 23.41 89 22.25 3 0.75 221 55.16

Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 8.75 0 0.00 5 1.25 11 2.75 10 2.50 9 2.25 35 8.75

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

13 2.00 26.00 0 0.00 1 2.00 6 12.00 5 10.00 1 2 13 26.00

Total (D) 89.91 0.00 0.00 12.00 38.16 34.75 5.00 89.91(E) Consolidation 29.97 29.97 29.97

Grand Total (A+B+C+D+E) 999.00 0.00 86.91 268.19 361.11 211.37 71.42 999.00

Activity Unit Total cost

1st year 2nd yearUnit Cost

Production measures for non arable land pasture

Veterinary Development

Livelihood System 9%

Production measures for arable land

3rd year 4th year 5th year 6th year Total

Production System (10%)

Page 65

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)Feet 450 -500 Fit 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 1327.25 14106 Change in cropping/ land use pattern Description Crop rotation7 Area under agricultural crop Ha 5953.83 5953.83

Area under single crop Ha 3888.58 4479.58Area under double crop Ha 669.86 716

Area under multiple crop Ha 238 Change in cultivated Area Ha 5885.69 5953.839 yield of major crops of area q/ha

Yield of Bajra q/ha 4.95 5.2Yield of Wheat q/ha 19.50 20.3Yield of Gram q/ha 7.10 8

Yield of Mustard q/ha 10.50 11.2510 production of major crops of area ton

Production of Bajra ton 495.00 586Production of Wheat ton 1552.88 1659Production of Gram ton 94.23 105

Production of Mustard ton 278.72 32511 Area under vegetation Ha Nill 2412 Area under horticulture Ha Nill 1513 Area under fuel Ha Nill 1014 Area under Fodder Ha Nill 2415 Fodder production Q 3418.49 9647.6816 Milk production Litres/day 3925.7 456217 SHGs Active No. Nill 22118 No. of livelihoods No. Nill 3519 Income Rs.in la 0.18 Lacs/year 0.36 Lacs/year20 Migration No. 413 Nil21 SHG Federations formed No. Nill 13

Page 66

Area 6660 999

To be entered at SLNA Level Financial Target Projectwise

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

1 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 Capacity building 0.0005 0.50 0.00 0.20 0.10 0.10 0.10 0.00

3 Monitoring 0.002 2.00 0.00 0.40 0.50 0.50 0.30 0.30

4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 Evoluation 0.01 9.99 0.00 0.00 1.00 4.00 0.00 5.00

6 EPA 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7Any Other / Consolidation

0.001 1.00 0.00 0.00 0.00 0.00 0.00 1.00

0.0135

Financial yearUnitNo. Head Total cost

Amount (Rs. in Lakh)

Page 67

999Format-4

To be entered at WCDC Level Financial Target Projectwise

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

1 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 Capacity building 0.013 12.990

5.19 2.60 2.60 2.60 0.00

3 Monitoring 0.002 2.00 0.00 0.40 0.50 0.50 0.30 0.30

4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7Any Other / Consolidation

0.001 1.00 0.00 0.00 0.00 0.00 0.00 1.00

0.016

FINANCIAL WCDC

No. Head Total cost

Amount (Rs. in Lakh)

Financial yearUnit

Page 68

999

To be entered at PIA Level Financial Target Projectwise

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

1 Administrative 0.07 69.93 0.00 10.49 13.99 17.48 13.99 13.99

2 Capacity building 0.0365 36.460

14.59 7.29 7.29 7.29 0.00

3 Monitoring 0.006 5.99 0.00 1.20 1.50 1.50 0.90 0.90

4 Preparation Of DPR 0.01 9.99 0.00 9.99 0.00 0.00 0.00 0.00

5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7Any Other / Consolidation

0.002 2.00 0.00 0.00 0.00 0.00 0.00 2.00

0.1245

FINANCIAL PIA

No. Head Total cost

Amount (Rs. in Lakh)

Financial yearUnit

Page 69

999

To be entered at WC Level Financial Target Projectwise

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

1 Administrative 0.03 29.97 0.00 4.50 5.99 7.49 5.99 5.99

2 Capacity building 0 0.000

0.00 0.00 0.00 0.00 0.00

3 Monitoring 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 Epa 0.04 39.96 0.00 39.96 0.00 0.00 0.00 0.00

7Any Other / Consolidation

0.026 25.97 0.00 0.00 0.00 0.00 0.00 25.97

0.096

Financial yearUnitNo. Head Total cost

Amount (Rs. in Lakh)

Page 70

Format-6Capacity building plan (WCDC)

Projectwise

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

1 No of trainings planned 0 8 4 4 4 0

2 No of persons to be trained 0 33 17 17 17 0

No. HeadAmount (Rs. in Lakh)

Financial year

Page 71

Format-5Capacity building plan (PIA level)

Name of Project : Block: District :

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

1 No of trainings planned 0 18 8 8 8

2 No of persons to be trained 0 3646 1823 1823 1823

No. Head Financial year

Page 72

Format -2

Name of Project : Block: Distt.:

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 148.64 0 0 53.51 65.4 29.728 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 410.8 0 0 149.28 181.13 80.45 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 73

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 #REF! 0 #REF! #REF! #REF! #REF! #REF!

3.Monitoring 3.1 Monitoring of Projects 5.99 0.00 1.20 1.50 1.50 0.90 0.90

4.Entry Point Activity 4.1 Plan for EPA 39.96 0.00 39.96 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 36.46 0.00 14.59 7.29 7.29 7.29 0.00

5.5 Others 0 06.DPR 6.1 Preparation Of DPR 9.99 0.00 9.99 0.00 0.00 0.00 0.007.Livelihood activities for the asset-less persons

7.1 Plan for Livelihood activities 89.91 0 0 12.00 38.16 34.75 5.00

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 99.9 0 0 19.97 34.98 34.97 9.98

Page 74

Format -1

Name of Project : Block: Distt.:

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 190 nos0 0 68 84 38 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 75

1.4 Water Harvesting Structure (New created)

1.4.1 Farm ponds 286 nos

0 0 104 126 56 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 76

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 5 nos 0 5 0 0 0 02.2 No. of water extracting unit created

2 nos0 2 0 0 0 0

3.Institution & Capacity Building

3.1 SHG Formation (Newly created) 3.1.1 No. of SHG 221 nos 0 0 35 94 89 3

3.1.2 Total No. of SHGs members 1105 nos 0 0 175 470 445 153.2.1 No. of SHG assisted nos3.2.2 Total No. of SHGs members nos

3.3 UG Formation 3.3.1 No. of UG 35 nos 0 0 5 11 10 93.3.2 Total No. of members of UGs 175 nos 0 0 25 55 50 45

3.4 Formation of Federation 3.4.1 No. of Federation 13 nos 0 0 1 6 5 1

3.4.2 Total No. of members of Federation 325 nos 0 0 25 150 125 25

3.5 Capacity building 3.5.1 No. of Training 42 nos 0 18 8 8 8 03.5.2 No. of Persons trained 9115 nos 0 3646 1823 1823 1823 0

4.Livelihood activities for the asset-less persons 4.1 No. of activities 256 nos 0 0 40 105 99 12

4.2 No. of Beneficiaries 1280 nos 0 0 200 525 495 60

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

5.2.2 No. of Beneficiaries nos

5.3 Poultry 5.3.1 No. of activities nos

5.3.2 No. of Beneficiaries 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

5.5.2 No. of Beneficiaries nos

5.6 Others 5.6.1 No. of activities 389 nos 0 0 36 153 153 475.6.2 No. of Beneficiaries 389 nos 0 0 36 153 153 47Page 77

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

1.84

Design as per contour and field topography Abstruct of cost

Area 2 ha. Cost of waste weir 51618Slope 0 to 1 % Cost of earthen bund 25573maximum h 2 mtr. Total 77192maximum lenth of treval 200 mtr. Say 0.77 lacs

Page 78

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 Kurdaya-Badganw IWMP 2011-12

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 79

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 80

Safety against overturningKurdaya-Badganw IWMP 2011-12

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 81

Structural DesignKurdaya-Badganw IWMP 2011-12

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

2.25

0.6

0.3

0.45

0.3

0.40

0.9cc 1:4:8

0.3

1.00

0.6

1.00

Side wall

1.2

0.5

0.75

Page 82

Estimate Kurdaya-Badganw IWMP 2011-12

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

Head wall 1 1.84 1.00 0.3 0.55Head wall extention 2 2.25 0.6 0.3 0.81

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

Toe wall 1 1.84 0.9 0.3 0.50Wing Wall 2 0.90 0.6 0.3 0.32

3.88 2282 8846.313

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 1.84 1.00 0.9 1.65Head wall extention 2 2.25 0.6 0.9 2.43

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

Toe wall 1 1.84 0.9 0.9 1.49Wing Wall 2 0.90 0.6 0.3 0.32

9.21 1919 17668.994 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 1.84 0.8 0.75 1.10Head wall extention 2 2.25 0.45 1.25 2.53

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 1919 14796.15

cf 42712.16

25C

Page 83

Kurdaya-Badganw IWMP 2011-12Sr. 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 42712.16

Head wall 1 1.84 0.6 0.1 0.110Head wall extention 2 2.25 0.3 0.08 0.108

side wall 2 1.00 0.6 0.08 0.096side wall 2 1.44 0.6 0.08 0.138

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 2507 1991.839

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

26.78 151 4043.131

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 3587 1272.874

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

Head wall 1 1.84 0.85 1.56 60.7 94.80322Total 50114.81

3% contengency 1503.44451618.25

Say 0.51

Page 84

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 52Right 52

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 52 2.57 133.5152 2.57 133.51

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 85

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

2.19

Design as per contour and field topography Abstruct of cost

Area 5 ha. Cost of waste weir 61897Slope 0 to 1 % Cost of earthen bund 45413maximum h 5 mtr. Total 107310maximum lenth of treval 500 mtr. Say 1.07 lacs

Page 86

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

5 0.3 500 5 0.5 10 60 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

1.3248 0.0276 32 5 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

1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7

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

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

TC Cofficient K K.77 0.3 0.75 0.413.748 0.0195 5000 705.03 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

32 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 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 d1.3248 1.71 2.19 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.7

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 87

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.10 0.75 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5

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 88

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient

656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe

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

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 89

Structural Design Kurdaya-Badganw IWMP 2011-12

Top Plan 0.62.19

0.61.10

0.502.89

1.34 1.84

1.10.6

ElivationHead wall extention

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 90

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 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 2.19 1.10 1.2 2.89Head wall extention 2 2.45 0.6 1.2 3.53

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

Toe wall 1 2.19 0.9 1.2 2.37Wing Wall 2 1.125 0.6 0.6 0.81

16.39 99 1622.892

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

Head wall 1 2.19 1.10 0.3 0.72Head wall extention 2 2.45 0.6 0.3 0.88

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

Toe wall 1 2.19 0.9 0.3 0.59Wing Wall 2 1.13 0.6 0.3 0.41

4.52 2282 10315.84

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 2.19 1.10 0.9 2.17Head wall extention 2 2.45 0.6 0.9 2.65

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

Toe wall 1 2.19 0.9 0.9 1.77Wing Wall 2 1.13 0.6 0.3 0.41

10.55 1919 20252.064 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 2.19 0.85 0.75 1.40Head wall extention 2 2.45 0.45 1.45 3.20

side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60

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 1919 18960.09

cf 51150.88

Page no. 151

25C

Page 91

Kurdaya-Badganw IWMP 2011-12Sr. 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 51150.88

Head wall 1 2.19 0.6 0.1 0.131Head wall extention 2 2.45 0.3 0.08 0.1176

side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145

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 2507 2308.83

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

Head wall 1 2.19 0.6 1.315Head wall 1 2.19 0.75 1.64

Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11

side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74

Appron 1 2.19 1.34 2.93Toe wall 1 2.19 1.05 2.30

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

32.70 151 4937.165

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

Appron 126 1 2.19 1.338 0.15 0.44 3587 1576.942

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

Head wall 1 2.19 0.90 1.98 60.7 119.8946Total 60093.72

3% contengency 180361897

Say 0.62 lacs

Page no. 152

Page 92

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 75Right 75

Maximum 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

Average Cross section 3.1675

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 75 3.17 237.5675 3.17 237.56

475.13 Cum 92 43711.50 cost of Cumath Seed Row Length To.length interwell No per kg

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

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

2

Page 93

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

3.01

Design as per contour and field topography Abstruct of cost

Area 10 ha. Cost of waste weir 80456Slope 0 to 1 % Cost of earthen bund 72527maximum h 10 mtr. Total 152983maximum lenth of treval 1000 mtr. Say 1.53 lacs

Page 94

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

10 0.3 1000 10 0.5 10 80 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.7 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

1.8216 0.0276 22 10 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

1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.6 0.9 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.6 0.9 0.7

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient10000 1000 31623 10 3.162 0.7 0.9 0.5 1.4 0.5

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

TC Cofficient K K.77 0.36 0.9 0.423.444 0.0195 10000 1202.3 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

22 Use this As I As Reference 2.10 0.9 0.7 1.6 1.210 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 d1.8216 1.71 3.01 0.5 0.354 L=length of the crest wall in mtr wall joint 1.6 0.9 0.7

9.8827 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 0.50.1878 1.5 0.1252 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 h0.1252 0.014 80 8.94 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 95

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.25 0.9 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5

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

a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5

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 96

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient

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

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

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 97

Structural DesignKurdaya-Badganw IWMP 2011-12

Top Plan 0.63.01

0.61.25

0.653.15

1.45 2.10

1.10.6

ElivationHead wall extention

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 98

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.20 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 3.01 1.25 1.2 4.52Head wall extention 2 2.6 0.7 1.2 4.37

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

Toe wall 1 3.01 0.9 1.2 3.25Wing Wall 2 1.125 0.6 0.6 0.81

21.42 99 2120.538

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

Head wall 1 3.01 1.25 0.3 1.13Head wall extention 2 2.6 0.7 0.3 1.09

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

Toe wall 1 3.01 0.9 0.3 0.81Wing Wall 2 1.13 0.6 0.3 0.41

5.89 2282 13429.71

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 3.01 1.25 0.9 3.39Head wall extention 2 2.6 0.7 0.9 3.28

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

Toe wall 1 3.01 0.9 0.9 2.44Wing Wall 2 1.13 0.6 0.3 0.41

13.57 1919 260384 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 3.01 0.925 0.9 2.51Head wall extention 2 2.6 0.53 1.6 4.41

side wall 2 2.20 0.6 0.85 2.24side wall 2 3.15 0.6 0.75 2.84

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 1919 24965.11

cf 66553.36

25C

Page 99

Kurdaya-Badganw IWMP 2011-12Sr. 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 66553.36

Head wall 1 3.01 0.6 0.1 0.181Head wall extention 2 2.60 0.36 0.08 0.14976

side wall 2 1.25 0.6 0.08 0.12side wall 2 1.68 0.6 0.08 0.161

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 2507 2952.931

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

Head wall 1 3.01 0.6 1.808Head wall 1 3.01 0.9 2.71

Head wall extention 2 2.60 0.36 1.87Head wall extention 2 2.60 1.6 8.32

side wall 2 1.25 0.6 1.5side wall 2 1.68 0.6 2.02side wall 2 3.15 0.75 4.73side wall 2 2.20 0.85 3.74side wall 2 0.60 1.6 1.92

Appron 1 3.01 1.45 4.37Toe wall 1 3.01 1.05 3.16

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

40.08 151 6052.609

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

Appron 126 1 3.01 1.45 0.15 0.66 3587 2350.675

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

Head wall 1 3.01 1.11 3.34 60.7 203.0411Total 78112.61

3% contengency 234380456

Say 0.80 lacs

Page 100

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 100Right 107

Maximum cross section Minimum cross section

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

Average Cross section 3.67

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 100 3.67 367.00107 3.67 392.69

759.69 Cum 92 69891.48 cost of Cumath Seed Row Length To.length interwell No per kg

3 207 621 1 450 1.38 Kg 100 1383 Seed Sowing (Cumtha) 621 621 mtr 0.62 385.02

70414.503% contengency 2112.44

Total 72526.94

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 101

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

3.83

Design as per contour and field topography Abstruct of cost

Area 10 ha. Cost of waste weir 89394Slope 1 to 2 % Cost of earthen bund 75330maximum h 20 mtr. Total 164724maximum lenth of treval 1000 mtr. Say 1.65 lacs

Page 102

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

10 0.3 1000 20 0.5 10 80 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.7 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

2.3184 0.0276 28 10 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

1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.6 0.9 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.6 0.9 0.7

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

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

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)

28 Use this As I As Reference 2.10 0.9 0.7 1.6 1.210 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 d2.3184 1.71 3.83 0.5 0.354 L=length of the crest wall in mtr wall joint 1.6 0.9 0.7

12.578 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 0.50.1878 1.5 0.1252 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 h0.1252 0.014 80 8.94 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 103

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.25 0.9 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5

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

a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5

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 104

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient

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

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

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 105

Structural DesignKurdaya-Badganw IWMP 2011-12

Top Plan 0.63.83

0.61.25

0.653.15

1.45 2.10

1.10.6

ElivationHead wall extention

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 106

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.20 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 3.83 1.25 1.2 5.75Head wall extention 2 2.6 0.7 1.2 4.37

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

Toe wall 1 3.83 0.9 1.2 4.14Wing Wall 2 1.125 0.6 0.6 0.81

24.61 99 2436.589

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

Head wall 1 3.83 1.25 0.3 1.44Head wall extention 2 2.6 0.7 0.3 1.09

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

Toe wall 1 3.83 0.9 0.3 1.04Wing Wall 2 1.13 0.6 0.3 0.41

6.77 2282 15454.92

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 3.83 1.25 0.9 4.31Head wall extention 2 2.6 0.7 0.9 3.28

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

Toe wall 1 3.83 0.9 0.9 3.11Wing Wall 2 1.13 0.6 0.3 0.41

15.34 1919 29432.284 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 3.83 0.925 0.9 3.19Head wall extention 2 2.6 0.53 1.6 4.41

side wall 2 2.20 0.6 0.85 2.24side wall 2 3.15 0.6 0.75 2.84

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 1919 26277.89

cf 73601.68

25C

Page 107

Kurdaya-Badganw IWMP 2011-12Sr. 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 73601.68

Head wall 1 3.83 0.6 0.1 0.230Head wall extention 2 2.60 0.36 0.08 0.14976

side wall 2 1.25 0.6 0.08 0.12side wall 2 1.68 0.6 0.08 0.161

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 2507 3389.669

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

Head wall 1 3.83 0.6 2.301Head wall 1 3.83 0.9 3.45

Head wall extention 2 2.60 0.36 1.87Head wall extention 2 2.60 1.6 8.32

side wall 2 1.25 0.6 1.5side wall 2 1.68 0.6 2.02side wall 2 3.15 0.75 4.73side wall 2 2.20 0.85 3.74side wall 2 0.60 1.6 1.92

Appron 1 3.83 1.45 5.56Toe wall 1 3.83 1.05 4.03

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

43.37 151 6548.936

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

Appron 126 1 3.83 1.45 0.15 0.83 3587 2991.768

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

Head wall 1 3.83 1.11 4.26 60.7 258.416Total 86790.47

3% contengency 260489394

Say 0.89 lacs

Page 108

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 110Right 105

Maximum cross section Minimum cross section

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

Average Cross section 3.67

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 110 3.67 403.70105 3.67 385.35

789.05 Cum 92 72592.60 cost of Cumath Seed Row Length To.length interwell No per kg

3 215 645 1 450 1.43 Kg 100 143.33333 Seed Sowing (Cumtha) 645 645 mtr 0.62 399.9

73135.833% contengency 2194.08

Total 75329.91

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 109

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

3.08

Design as per contour and field topography Abstruct of cost

Area 15 ha. Cost of waste weir 70655Slope 0 to 1 % Cost of earthen bund 104753maximum h 15 mtr. Total 175408maximum lenth of treval 1500 mtr. Say 1.75 lacs

Page 110

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

15 0.3 1500 15 0.5 10 70 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

1.863 0.0276 15 15 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

1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient15000 1500 58095 15 3.873 0.625 0.75 0.5 1.25 0.5

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

TC Cofficient K K.77 0.3 0.75 0.432.035 0.0195 15000 1642.8 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

15 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 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 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

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 h0.1171 0.014 70 8.37 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 111

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.10 0.75 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5

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 112

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient

656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe

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

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 113

Structural Design Kurdaya-Badganw IWMP 2011-12

Top Plan 0.63.08

0.61.10

0.502.89

1.34 1.84

1.10.6

ElivationHead wall extention

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 114

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 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 3.08 1.10 1.2 4.07Head wall extention 2 2.45 0.6 1.2 3.53

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

Toe wall 1 3.08 0.9 1.2 3.33Wing Wall 2 1.125 0.6 0.6 0.81

19.60 99 1940.494

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

Head wall 1 3.08 1.10 0.3 1.02Head wall extention 2 2.45 0.6 0.3 0.88

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

Toe wall 1 3.08 0.9 0.3 0.83Wing Wall 2 1.13 0.6 0.3 0.41

5.41 2282 12349.84

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 3.08 1.10 0.9 3.05Head wall extention 2 2.45 0.6 0.9 2.65

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

Toe wall 1 3.08 0.9 0.9 2.50Wing Wall 2 1.13 0.6 0.3 0.41

12.33 1919 23669.754 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 3.08 0.85 0.75 1.96Head wall extention 2 2.45 0.45 1.45 3.20

side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60

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 1919 20049.14

cf 58009.23

25C

Page 115

Kurdaya-Badganw IWMP 2011-12Sr. 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 58009.23

Head wall 1 3.08 0.6 0.1 0.185Head wall extention 2 2.45 0.3 0.08 0.1176

side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145

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 2507 2761.876

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

Head wall 1 3.08 0.6 1.849Head wall 1 3.08 0.75 2.31

Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11

side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74

Appron 1 3.08 1.34 4.12Toe wall 1 3.08 1.05 3.24

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

36.02 151 5439.567

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

Appron 126 1 3.08 1.338 0.15 0.62 3587 2217.574

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

Head wall 1 3.08 0.90 2.78 60.7 168.6018Total 68596.85

3% contengency 205870655

Say 0.70 lacs

Page 116

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 150Right 196

Maximum 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

Average Cross section 3.1675

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 150 3.17 475.13196 3.17 620.83

1095.96 Cum 92 100827.86 cost of Cumath Seed Row Length To.length interwell No per kg

3 346 1038 1 450 2.31 Kg 100 230.66673 Seed Sowing (Cumtha) 1038 1038 mtr 0.62 643.56

101702.093% contengency 3051.06

Total 104753.15

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 117

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

3.08

Design as per contour and field topography Abstruct of cost

Area 15 ha. Cost of waste weir 79711Slope 1 to 2 % Cost of earthen bund 116575maximum h 20 mtr. Total 196286maximum lenth of treval 1500 mtr. Say 1.96 lacs

Page 118

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

15 0.3 1500 20 0.5 10 50 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.65 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

1.863 0.0276 15 15 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

1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.55 0.9 0.65 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.55 0.9 0.65

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient12990 1500 58095 20 4.472 0.7 0.9 0.5 1.4 0.5

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

TC Cofficient K K.77 0.36 0.9 0.428.676 0.0195 12990 1470.6 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

15 Use this As I As Reference 2.06 0.9 0.65 1.55 1.162510 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 d

1.863 1.71 3.08 0.5 0.354 L=length of the crest wall in mtr wall joint 1.55 0.9 0.6510.107 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 0.50.1485 1.5 0.099 11 Length of wing wall 2.25*h cofficient h

0.15 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 h0.099 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

15 Thickness of side wall 0.6

Page 119

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.25 0.9 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5

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

a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5

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 120

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient

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

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

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 121

Kurdaya-Badganw IWMP 2011-12Structural Design

Top Plan 0.63.08

0.61.25

0.653.11

1.41 2.06

1.10.6

ElivationHead wall extention

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 122

Estimate

Kurdaya-Badganw IWMP 2011-12Head wall H.W.E Side wa Toe Wall

Average 0.925 0.53 2.18 0.675Sr. 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 3.08 1.25 1.2 4.62Head wall extention 2 2.55 0.7 1.2 4.28

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

Toe wall 1 3.08 0.9 1.2 3.33Wing Wall 2 1.125 0.6 0.6 0.81

21.44 99 2122.918

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

Head wall 1 3.08 1.25 0.3 1.16Head wall extention 2 2.55 0.7 0.3 1.07

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

Toe wall 1 3.08 0.9 0.3 0.83Wing Wall 2 1.13 0.6 0.3 0.41

5.89 2282 13440.64

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 3.08 1.25 0.9 3.47Head wall extention 2 2.55 0.7 0.9 3.21

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

Toe wall 1 3.08 0.9 0.9 2.50Wing Wall 2 1.13 0.6 0.3 0.41

13.60 1919 26088.984 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 3.08 0.925 0.9 2.57Head wall extention 2 2.55 0.53 1.55 4.19

side wall 2 2.18 0.6 0.8 2.09side wall 2 3.11 0.6 0.75 2.80

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 1919 24299.81

cf 65952.34

25C

Page 123

Kurdaya-Badganw IWMP 2011-12Sr. 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 65952.34

Head wall 1 3.08 0.6 0.1 0.185Head wall extention 2 2.55 0.36 0.08 0.14688

side wall 2 1.25 0.6 0.08 0.12side wall 2 1.62 0.6 0.08 0.156

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 2507 2945.101

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

Head wall 1 3.08 0.6 1.849Head wall 1 3.08 0.9 2.77

Head wall extention 2 2.55 0.36 1.84Head wall extention 2 2.55 1.55 7.91

side wall 2 1.25 0.6 1.5side wall 2 1.62 0.6 1.95side wall 2 3.11 0.75 4.67side wall 2 2.18 0.8 3.49side wall 2 0.60 1.55 1.86

Appron 1 3.08 1.41 4.35Toe wall 1 3.08 1.05 3.24

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

39.36 151 5942.705

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

Appron 126 1 3.08 1.413 0.15 0.65 3587 2341.924

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

Head wall 1 3.08 1.11 3.42 60.7 207.6557Total 77389.73

3% contengency 232279711

Say 0.79 lacs

Page 124

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 150Right 199

Maximum cross section Minimum cross section

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

Average Cross section 3.4975

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 150 3.50 524.63199 3.50 696.00

1220.63 Cum 92 112297.73 cost of Cumath Seed Row Length To.length interwell No per kg

3 349 1047 1 450 2.33 Kg 100 232.66673 Seed Sowing (Cumtha) 1047 1047 mtr 0.62 649.14

113179.543% contengency 3395.39

Total 116574.92

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 125

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

3.56

Design as per contour and field topography Abstruct of cost

Area 20 ha. Cost of waste weir 75371Slope 0 to 1 % Cost of earthen bund 129882maximum h 20 mtr. Total 205253maximum lenth of treval 2000 mtr. Say 2.05 lacs

Page 126

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

20 0.3 2000 20 0.5 10 85 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

2.1528 0.0276 13 20 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

1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient20000 2000 89443 20 4.472 0.625 0.75 0.5 1.25 0.5

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

TC Cofficient K K.77 0.3 0.75 0.439.979 0.0195 20000 2050.2 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

13 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 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 d2.1528 1.71 3.56 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.7

11.68 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 0.50.1936 1.5 0.1291 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 h0.1291 0.014 85 9.22 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 127

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.10 0.75 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5

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 128

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient

656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe

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

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 129

Structural DesignKurdaya-Badganw IWMP 2011-12

Top Plan 0.63.56

0.61.10

0.502.89

1.34 1.84

1.10.6

ElivationHead wall extention

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 130

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 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 3.56 1.10 1.2 4.70Head wall extention 2 2.45 0.6 1.2 3.53

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

Toe wall 1 3.56 0.9 1.2 3.85Wing Wall 2 1.125 0.6 0.6 0.81

21.33 99 2111.51

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

Head wall 1 3.56 1.10 0.3 1.18Head wall extention 2 2.45 0.6 0.3 0.88

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

Toe wall 1 3.56 0.9 0.3 0.96Wing Wall 2 1.13 0.6 0.3 0.41

5.89 2282 13445.07

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 3.56 1.10 0.9 3.53Head wall extention 2 2.45 0.6 0.9 2.65

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

Toe wall 1 3.56 0.9 0.9 2.88Wing Wall 2 1.13 0.6 0.3 0.41

13.29 1919 25510.054 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 3.56 0.85 0.75 2.27Head wall extention 2 2.45 0.45 1.45 3.20

side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60

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 1919 20635.56

cf 61702.18

25C

Page 131

Kurdaya-Badganw IWMP 2011-12Sr. 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 61702.18

Head wall 1 3.56 0.6 0.1 0.214Head wall extention 2 2.45 0.3 0.08 0.1176

side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145

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 2507 3005.825

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

Head wall 1 3.56 0.6 2.137Head wall 1 3.56 0.75 2.67

Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11

side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74

Appron 1 3.56 1.34 4.76Toe wall 1 3.56 1.05 3.74

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

37.82 151 5710.09

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

Appron 126 1 3.56 1.338 0.15 0.71 3587 2562.53

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

Head wall 1 3.56 0.90 3.21 60.7 194.8287Total 73175.46

3% contengency 219575371

Say 0.75 lacs

Page 132

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 175Right 254

Maximum 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

Average Cross section 3.1675

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 175 3.17 554.31254 3.17 804.55

1358.86 Cum 92 125014.89 cost of Cumath Seed Row Length To.length interwell No per kg

3 429 1287 1 450 2.86 Kg 100 2863 Seed Sowing (Cumtha) 1287 1287 mtr 0.62 797.94

126098.833% contengency 3782.96

Total 129881.79

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 133

Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12

4.11

Design as per contour and field topography Abstruct of cost

Area 20 ha. Cost of waste weir 91431Slope 1 to 2 % Cost of earthen bund 146759maximum h 35 mtr. Total 238190maximum lenth of treval 2000 mtr. Say 2.38 lacs

Page 134

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

20 0.3 2000 35 0.5 10 70 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12

Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.67 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 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6

2.484 0.0276 15 20 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

1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.57 0.9 0.67 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.57 0.9 0.67

K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient15119 2000 89443 35 5.916 0.7 0.9 0.5 1.4 0.5

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

TC Cofficient K K.77 0.36 0.9 0.432.23 0.0195 15119 1652.8 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)

15 Use this As I As Reference 2.08 0.9 0.67 1.57 1.177510 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 d

2.484 1.71 4.11 0.5 0.354 L=length of the crest wall in mtr wall joint 1.57 0.9 0.6713.476 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

0.17 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 h0.1171 0.014 70 8.37 hw=wave length in mtr 0.75 1.5 0.5

d h F 13 Top width of toe wall 0.450.67 0.5 0.17 14 Height of toe wall 0.3

15 Thickness of side wall 0.6

Page 135

a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = 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 1.25 0.9 0.5 2300 0.5 1000 W2

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

UW2 = ½(b-a)Hρ b a H ρ cofficient

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

U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5

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

a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5

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 136

Safety against overturningKurdaya-Badganw IWMP 2011-12

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

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

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

RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe

Safety against slidingTv W1 W2 Fc U

1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient

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

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

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 137

Structural Design Kurdaya-Badganw IWMP 2011-12

Top Plan 0.64.11

0.61.25

0.653.13

1.43 2.08

1.10.6

ElivationHead wall extention

1.65

1.11Head wall

1.43 0.45 0.75Land Level

0.3Apron

0.60.6

Foundation0.3

1.253.13

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

2.57

0.7

0.36

0.45

0.3

Page 138

Estimate Kurdaya-Badganw IWMP 2011-12

Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.19 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 4.11 1.25 1.2 6.16Head wall extention 2 2.57 0.7 1.2 4.32

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

Toe wall 1 4.11 0.9 1.2 4.44Wing Wall 2 1.125 0.6 0.6 0.81

25.51 99 2525.505

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

Head wall 1 4.11 1.25 0.3 1.54Head wall extention 2 2.57 0.7 0.3 1.08

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

Toe wall 1 4.11 0.9 0.3 1.11Wing Wall 2 1.13 0.6 0.3 0.41

7.02 2282 16019.46

3RR stone mesonary in Cement sand mortar 1 : 6

Head wall 1 4.11 1.25 0.9 4.62Head wall extention 2 2.57 0.7 0.9 3.24

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

Toe wall 1 4.11 0.9 0.9 3.33Wing Wall 2 1.13 0.6 0.3 0.41

15.85 1919 30417.934 RR stone mesonary in Cement sand mortar 1 : 6 25C

Head wall 1 4.11 0.925 0.9 3.42Head wall extention 2 2.57 0.53 1.57 4.28

side wall 2 2.19 0.6 0.82 2.15side wall 2 3.13 0.6 0.75 2.81

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 1919 26248.92

cf 75211.82

25C

Page 139

Kurdaya-Badganw IWMP 2011-12Sr. 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 75211.82

Head wall 1 4.11 0.6 0.1 0.247Head wall extention 2 2.57 0.36 0.08 0.148032

side wall 2 1.25 0.6 0.08 0.12side wall 2 1.65 0.6 0.08 0.158

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 2507 3504.067

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

Head wall 1 4.11 0.6 2.465Head wall 1 4.11 0.9 3.70

Head wall extention 2 2.57 0.36 1.85Head wall extention 2 2.57 1.57 8.07

side wall 2 1.25 0.6 1.5side wall 2 1.65 0.6 1.98side wall 2 3.13 0.75 4.69side wall 2 2.19 0.82 3.59side wall 2 0.60 1.57 1.88

Appron 1 4.11 1.43 5.87Toe wall 1 4.11 1.05 4.31

Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90

43.84 151 6619.872

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

Appron 126 1 4.11 1.428 0.15 0.88 3587 3155.726

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

Head wall 1 4.11 1.11 4.56 60.7 276.8743Total 88768.36

3% contengency 266391431

Say 0.91 lacs

Page 140

Kurdaya-Badganw IWMP 2011-12Earthen bund

Length Left 175Right 256

Maximum cross section Minimum cross section

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

Average Cross section 3.5659

Sr.no.BSR Itam No Length

Cross secction Qty Unit Rate Amount

139 ii B 175 3.57 624.03256 3.57 912.87

1536.90 Cum 92 141395.07 cost of Cumath Seed Row Length To.length interwell No per kg

3 431 1293 1 450 2.87 Kg 100 287.33333 Seed Sowing (Cumtha) 1293 1293 mtr 0.62 801.66

142484.063% contengency 4274.52

Total 146758.58

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 141

Abstruct cost of Tanka with Plantation work

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

1Cost of tanka 136000.00 13600 6800

Conservation measure for water harvesting

20% 10%

2 Cost of Horticulture plantation 7700 1540 770 Production

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

90% 10%

21000 0 0 18900 2100 Total Cost of tanka unit 187000.00 19600.00 9800.00 18900.00 2100.00

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.

4

Sr. no Measures

Contribution Convergence with Ag.Ext dept.

Cost of Drip irrigation system

Name of work

Page 142

Design of tanka

Collection of Water = Area * rainfall* 60% Capacity as per Structural design

Catchment Area = ^4*D2 (D= 15.00 Cum= ^4*Dt2 * Hight Dt= Inner diameter of tanka

= 176.625 SqmRainfall = 0.3 Mtr Dt= 3

Hight = 3.60Collection of water = 31.7925 Cum

25.434 CumCapacity Cum*1000 Capacity Cum*1000

= 31792.5 = 25434Used during season 6000

for potebilityNet 25792.5

Hence rainfall on catchment area can fillup the tanka by water

ProductionTotal capacity of tanka 25500 LtrUse of water for drinking purpose 20% 5100 LtrAvable water for plantation 80% 20400 LtrOne watering require 15 Ltr

No of watering per Year 25 No

Total Ltr require per plant per year 375 Ltr

No of plant can survive = Avable plantation for Plantation/ water require per plant per year= 54.40

say 55 plant

Page 143

Capacity 25434 LTR

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 2008 7192.57

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 1919 36483.867 Lintal work supply & fixing in Cement sand mortar 1 : 4 32 4 3.35 0.25 3.35 988 3309.808 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 3.14 3 3.60 33.91 173 5866.78

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 1246 8550.68 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) 25 mm thick on stone 71B 3.14 3.9 0.6 7.35 151 1109.49

TOTAL A 70104.53

10 56

51C

25C

Model estimate

6

9

Page 144

Working period D d H h H-h c/c hAngor wall 15.00 14.40 0.7 0.3 0.4 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 15 15 0.3 52.99and deposited excavated meterial lead op to 150 B 0.785 14.4 14.4 0.3 48.83

A-B 4.15 99 411.27Cement concrete 1:5:10 (1cement:5 sand:10 concrete) A 0.785 15 15 0.15 26.4940 mm concrete B 0.785 14.4 14.4 0.15 24.42

A-B 2.08 2008 4170.84RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 15 15 0.85 150.13

B 0.785 14.4 14.4 0.85 138.36 A-B 11.77 1919 22587.19

Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick A 0.785 15 15 176.63on stone B 0.785 14.4 14.4 162.78 A-B 13.85

3.14 15 0.7 32.973.14 14.4 0.7 31.65

78.47 151 11848.76Total B 39018.05

3

1

2

4 71B

2B

10

25C

Page 145

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 99 149.69RR 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 1919 1658.02 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 2008 433.73Cement 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 2677.75

soil murram MurramMis Work 0.3 0 0.3

1 Gate as per voucher L .S. 500Jali inlets L. S. 200Spreding And compection of excaveted soil in required profile A 0.784 14.4 14.4 0.3 48.77

B 0.784 3.9 3.9 0.3 3.58 A-B 45.19 40 1807.75

supply of murram A 0.784 14.4 14.4 0.3 48.77B 0.784 3.9 3.9 0.3 3.58A-B 45.19 80 3615.49

Trancepotation of murram up to 5 km A 0.784 14.4 14.4 0.3 48.77B 0.784 3.9 3.9 0.3 3.58A-B 45.19 87.9 3972.52

spreading of binding meterial in require profile including wateringin 15 cm layer 118 b 45.19 38 1717.36compection by plate vibretorwith operator & desal 125b/ 45.19 42 1898.13

analysis7 Hanp - Pamp & Pipe 2000.00

Total D 15711.26

5

6

68A

71B

4

4

52

3 116 E

1 2A

2 25C

3 10

Page 146

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 E 4151.81

Total (A,B,C,D & E) 131663.40Add 3 % contengency 3949.90Grand total 135613.30

Say 136000.00

71B

NameBase

Super Structure

25C

Page 147

PLAN0

15

Capacity 25434 Ltr3.9

3 1.2

5.25

14.4

15

ROOF 5.25

0.7 0.6 0.3

0.3

3.90 0.93

3.6

cc 1:5:10

3.9

0.6

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.

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 166000.00 0.00 155140.19 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

175180 300000.00 161350.97 195583.63

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

1.21

Total

Page 151

Abstruct cost of Khet Talai with Plantation workArea 0.20 Ha.

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

1Cost of Khet Talai 175000.00 17500 8750

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%21000 0 0 18900 2100

Total Cost of tanka unit 226000.00 23500.00 11750.00 18900.00 2100.00

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.

Convergence with Ag.Ext dept.

Measures

4 Cost of Drip irrigation system

Sr. noName of work

Contribution

Page 152

0Design 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 = 100

Rainfall = 0.3 MtrHight = 1.50

Collection of water = 180 Cum150 Cum

Capacity Cum*1000 Capacity Cum*1000= 180000 = 150000

Hence rainfall on catchment area can fillup the tanka by waterFull capacity 150000Evoporation 30% 45000Daily use for animal and birds 25% 37500

Net avalable water for Horticulture Plantation 67500

Production

One watering require 20 Ltr

No of watering per Year 60 No

Total Ltr require per plant per year 1200 Ltr

No of plant can survive = capacity/ water require per plant per year= 56.25

say 56 plantMinimum 55

Page 153

Model Estimate

Khet Talai Length Width Excavation Above GL Mesonary Wall Width

Water tank For collection of water 10 10 1.8 0.6 2.1 0.45

Capacity Plant Ha.

0 150000 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 10 10 1.8 180 cum. 84 15120

2 Spreding And compection of excaveted soil in required profile 5 1 10 10 1.8 180 cum. 40 7200

2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B 1 10 10 0.3 30 cum. 2282 68460

3 RR stone mesonary in Cement sand mortar 1 : 6 25C 2 9.1 0.45 2.1 17.1992 10 0.45 2.1 18.9

36.099 cum. 1919 69273.98

5

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

56

2 9.1 0.45 8.192 10 0.45 9

17.19 sqm. 247 4245.936 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 2 9.1 2.1 38.22

2 9.1 2.1 38.2276.44 sqm. 173 13224.12

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

2 10 0.6 122 10 0.6 12

24 sqm. 151 3624181148

Excavation will be done by farmer (-) 15120Net (a) 166028

Hight

Page 154

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 170179.84Add 3 % contengency 5105.40Grand total 175285.23

Say 175000.00

NameBase

Super Structure

25C

71B

Page 155

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.

Unit Rate Amount Amount for 55 Plants

Model estimate

Hight QtyS.No DiscriptionTotal

Length Width

Page 156

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 157

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 158

Silvi Pasture DevelopmentArea 72 ha Benefit

Abstruct of Cost Area Rate Amount Net return

Net return for three

year

Name of work Cost Ha Kg/ha Kg per kgDhaman seed 72 25 1800 120 216000 20 36000 180000 540000

Dhaman 2.95 Dhaman grass 72 2000 144000 5 720000 1 144000 576000 1728000Kumatha 5.23 756000 2268000Fencing 6.34Gate 0.40Total 14.92 lacs

Per Ha. Cost 0.21

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 14.92 1.52

Prodoction Expenditure

Page 159

Estimate for Dhaman Sowing

Dhaman require =5 kg/ha 360 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 107 800 60 48000 Sqm 0.7 33600

2

Making of balls of grass seed(1:1:2:2) 1 grass seed:1FYM

: 2 sand : 2 clay3/1/9 forest 360 kg 360.00

Per 6 kg meterial 24.99 1499.4

3

Grass seed sowing by twice plough with Tractor in pasture development areas 10 72 Ha. 2757.72 198555.8

4 Cost of seed CAZARI Jodhpur 360 Kg 120 43200sowing of grass seeds by sprinkling and convering it in the area which has already been ploughed

Forest BSR 72 Ha. 135 9720

286575.2Contengency 3% 8597.2572Grand total 295172.5

Say 2.95

Page 160

Model estimate for Kumatha Plantation Silvi Pasture Development

Available Area 72 Ha.Total

LengthTotal no of

Plants

4600 4600

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 100742 Mixing soil & filling pit 5 1 0.3 0.3 0.3 0.03 cum. 40 1.08 49683 Cost of Plant 1.00 No. 10 10.00 460004 Planting tree 133(B) 1.00 No. 3.2 3.20 147205 Making thavla 137(B) 3 1 3.00 No. 1.9 17.10 786606 Watering 135 3 6 18.00 no 1.9 34.20 157320

Total month

per month days Total days

7 Watch & ward Minimum

wetges 3 1236 26 936.00 Month 147 30 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 28193.4

9 Chokidar hut 30000TOTAL 104 507527

Contengency 3% 15226Grand total 522753

Say 5.23Problem & 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 %

S.NoAmount for 4600

PlantRate AmountUnitLength Width Hight Qty

Plant to pant Spacing (mtr.)

1

DiscriptionTotal

Page 161

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

Area 72 Ha Length 4600.00 mtr. Specing 6Say 4600No of post As per length 766.67

Fencing will be done by Project Two Aditional post require after every 10 Posts 77Net 843.67

Say 844.00

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 4600 23000 0.08 1840 Kg 64 1177602 Supply of cement concrete post mo.est. 844 844.00 No 540 455760.003 Trancepotation of posts 2 km. 194C 844 0.0393 33.17 Cum 66.7 2212.394 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 23000 mtr 0.95 21850

615631.36Add 3% contengency 18468.94

634100.30Say 6.34

Model estimate

0.15

3

Page 162

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

19533.46Add 3% contengency 586.00

20119.47Say 0.20

Total Gate 2 0.40Total Cost 0.40

Page 163

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 164

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

dqy ;ksx 20111.59

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 165

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 166

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.

WD&SC P.S.Merta City WD&SC.Distt.Nagaur

CHAPTER - VIII Enclosures -

Parkash Chander Hatila S.R. BanjaraAssistant Engineer, PIA Project Manager, WCDC

Page 167

Page 168

Page 169

Page 170

Page 171

Page 172

Page 173

Page 174

Page 175

Page 176

Page 177

Base MapNagour(IWMP)31/2011-12

Metra(Nagour)

g g g g g

g g g g g g

g g g g g g g

g g g g g g g g

g g g g g g g g

g g g g g g g g g g g

g g g g g g g g g g g g g g

g g g g g g g g g g g g g

g g g g g g g

g g g g g g

g g

k

kk k

k

k

k

k

kkk kk

¬«1§̈¦1

KURDIYA

BADGAON

BADGAON

KURDIYA

BADGAON

BEETAN

TREATED AREA

RAMLIYA WAS

PITHASH

TREATED AREA

G.L.R. TANKI

G.L.R. TANKI

AANGANVADI KENDRARAJIV GANDHI KENDRA

TALAB, G.L.R. TANKI

GRAM PANCHAYAT BHAVAN

RAJKIYA MADHYAMIC VIDHYALAYA

RAJKIYA MADHYAMIC VIDHYALAYA

RAJKIYA PRATHMIC VIDHYALAYA, G.L.R. TANKI

TALAB, GRAM PANCHAYAT, RAJIV GANDHI KENDRA

RAJKIYA PRATHMIC VIDHYALAYA, AANGANVADI KENDRA

RAJKIYA MARUDHAR KESARI PRATHMIC SWASTHYA KENDRA

RAJKIYA BALIKA UCHCH PRATHMIC VIDHYALAYA, G.L.R. TANKI

309

313316

311

314.5

311.9319.2

316.3309.9

313.9308.2

323.4317.9

307.12302.29

311.09309.78308.29307.72310.05

313.01312.12311.84313.36311.38311.15

314.04311.03311.44315.91317.29315.88318.58317.33317.06

313.01310.99310.98311.65313.53315.68318.04319.35326.24319.62317.75312.47311.15

311.97312.01312.53317.91320.11321.07310.92310.19307.53

310.02311.65314.43319.81320.58311.58

309.11311.02314.21320.36321.92318.89314.99311.09

309.37311.98318.91326.36315.04

73°58'0"E

73°5

8'0"

E

73°57'0"E

73°5

7'0"

E

73°56'0"E

73°5

6'0"

E

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

73°51'0"E

73°5

1'0"

E

73°50'0"E

73°5

0'0"

E

73°59'0"E

26°3

1'0"

N

26°3

1'0"

N

26°3

0'0"

N

26°3

0'0"

N

26°2

9'0"

N

26°2

9'0"

N

26°2

8'0"

N

26°2

8'0"

N

26°2

7'0"

N

26°2

7'0"

N

µ

KURDIYA

BADGAON

BEETAN

TREATED AREA

RAMLIYA WAS

PITHASH

TREATED AREA

§̈¦1¬«1

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

KotaBaran

Ganganagar

Bundi

Sirohi

Karauli

ChittaurgarhJhalawar

Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Banswara

Rajsamand

Dungarpur

Dhaulpur

Sawai Madhopur

Chittaurgarh

Nagaur

Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur

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

Legend Village Name Gram Panchayat Name Area (Ha) BADGAON BADGAON 1608.67

BEETAN BADGAON 801.93

KURDIYA KURDIYA 3167.80

PITHASH BADGAON 402.67

RAMLIYA WAS BADGAON 775.14

Legend Type Area (Ha) Macro Watershed Number 1 Nos

Micro watershed Number 1 Nos

Allocated Area 7625

Macro Watershed Boundary 8513.94

Micro Watershed Total Area 8513.94

Gram Panchayat Boundary 8241.35

Village Boundary 6756.20

Treated Area 1485.15

Settlement 104.22

Waterbody 15.10

Village Road 6.98

Medium Road 4.85

Other Road 54.82

Location Points 13 Nos

DGPS Points 87 Nos

0 0.5 10.25Kilometers

1 centimeter = 100 meters

g g g g g

g g g g g g

g g g g g g g

k

kk k

k

k

k

k

kkk kk

¬«1§̈¦1KURDIYAKURDIYA

RAJKIYA PRATHMIC VIDHYALAYA, G.L.R. TANKI

323.4317.9 309.37311.98318.91326.36315.04

309.93314.91318.07325.02321.93315.24

308.19315.11315.01319.51321.52

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

26°2

7'0"

N

26°2

7'0"

N

26°2

6'0"

N

26°2

6'0"

N

26°2

5'0"

N

26°2

5'0"

N

26°2

4'0"

N

26°2

4'0"

N

26°2

3'0"

N

26°2

3'0"

N

1:10,000Scale-

Page 178

LULC MapNagour(IWMP)31/2011-12

Metra(Nagour)

¬«1§̈¦1

KURDIYA

BADGAON

BEETAN

TREATED AREA

RAMLIYA WAS

PITHASH

TREATED AREA 923

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1412

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328

1006

643

926

1362

415

1058

499/2104

1291

1280

1354

1103

1355

582

498

1315

1193

1202

1167

1040

800

686

118

888

744

1156

690

540

1380

762

1411

1142

976

1137

773

1027

1461

1476

357

1344

1018

1182

1173

626

886

1307

744

1358

438

1136

1188.

912

1216

997

784

692

1030

1254

1288

1369

1122

908

600

717

758

887

1331

631

410

1138

1076

1126

413

1147

588

832

1075

1020

125

451

395

606

1051

949

1025

781

647

1066

1112

1320

1198

645

1112

11555

1121

716

1437

408

1047

1062

1175

139

1141

824

178

1034

1449

1434

232

1142

1296

1295

1237

1068 1064

1013

517

1069

1012

966

991

1725

1072

1350

1029

1128

449

1239

775

1429

1220

1326

1290

938

1033

1218

845

1039

1142

1300

1503

556

1462

1417

1073

1248

1440

996

1315

962

1439

1067

1102

477

1278

181

1154

953

1265

1192

1059

450

866

642

1140

611

774

986

731

1078

1016

263

1056

936

305

1332

1254

834

1158

1192

800

1143

104

1505

1160

1023

1185

690

1310

248

1070

1057

1081

279

1355

605

231

1719

840

1247

115

1957

106

1348

557

562

1330

911

1024

1282

315

629

70

1362

957

1186

1201

1343

1404

772

1287

1349

1293

547

1325

1141

1294

1019

1295

984

1097

1096

1406

14

1242

826

1023

506

860

1489

1083

1376/2163

549

1067

1191

865

304

1079

806

1318

699

1342/2142

1140

951

664

1404

1348

1250

550

39

1061

250

1181

1015

1309

1092

264

1021

696

553

1420

1018

992

1073

977

988

1283

597

705

1081

1003

1436

1492

1267

1304

860

1226

230

1186

1032

1435

1241

1410

1151

971

1074

738

72/71

716

1065

1268

1397

696/1493

613

715

1033

638

707

1395

771

700

1437

407/DUP

1345

96

1203

1328

1261

570

1322

612

1446

993

761

1229

874

1215

1361

663

746

1445

61

1229

917

1165

814

1317

507

1022

1255

1235

1370

132

1019

1519

1314

1284

91

937

1470

1383

1097

1004

1273

1721

368

6/352

179

1096

1338

1390

1002

1022

801

1460

134

1066

840

326

470

992

1110

548

1175

796

1382

1055

978

1159

1240

327

116

1037/2140

1098

640

1305

1221

59/1500

488

1150

1254

1259

1149

1294

471/1509

1050

505

254

1392

1388

21/350

545

1091

1009

481/2096

1321

303

1394

1236

1422

569

662

1224

1296

486

1344

979

1407

1333

160

1108

1495

1107

947

1488

1084

1048

976

1347

1225

367

965

539

989

569

573/dup

959

665

508

1171

1392

708

1444

1090

1490

187

1032

680

780

129

133

1003

544

1065

1425

1203

1180

1102

892

1277

1065

1199

895/2149

1100

1226

1323

411

8/13

910

1385

1075

1281

1451

1297

1200

1447

1042

723

437

242/2103

661

1056

956

1217

1091

1298

1026

1303

1152

1224

931

457

1275

14211363

1337

1380

1209

621

908

1148

719

1177

1008

1161 1143

893

1005

1379

1180

183

1516

1038

1077

1381

11061419

68

1144

1076

1316

990202

330

911

909

1279

1241

944

1082

40

1125

1475

830

1490

1297

1085

1009

506

1245

1215

1011

336

653

802

1218

895/2151

1066

121

1163

57

745

1416

1158

1487

590

875

1463

1491

681

1321

76

420

1025

945

1216

763

1353

877

1456

943

895/2150

1286

1494

1279

1307

1477

1377

1311

484

1359

249

1324

1484

1167

790

1176

1430

1316

1380

1164

1690

769

1214

1339

128

69

421

138/138

1005

1105

721

1457

660

956

1070

1210

1336

880

406

680

1483

930

1084

237

1432

1109/1720

803

1455

1129

682

1004

1293

597

1172

1687

236

1431

243

1097

419

1074/2110

1008

1306

1046

1408

1187

1434/1322

1402

1212

946/2152

1409

183

966

1001

1178

876

1434/1327

1407

652

782

1225

1410

478

250

1002

1136

1360

570

784

1145

1418

58

1168

1174

596

1150

240/349

1378

1440

683

1305

991

112

502

98

1264

1012

1317

255

1020

1384

78

1308/2158

1711

253

734

1024

1389

1350

81

1265

794

577

103/2094

1045

1960

1115

1182

281

1183

1130

341

1201

1102

490

998/2092

1472

1173

666

647

59

1177

1011

1143/2090

1234

645

1301

1082

92

831

1017

1509

497

1424

1223

1257

1286

1135

1312

95

1113

973

1361

21

108

1322

1089

1458

1016

83/1

1337

1034/2169

129/331

151/317

1433

1184

721

496

1016

198

1394

1285

795

654

697

759

1274

672

698

472

634

331

1141

684

1174

1114

495

933

760

424

688

1087

977/2162

295

1441

1061

1165

1164

592

1088

80

596

1282

416

227

1423

988/2156

678

1272

1045

1098

1027

1139/2161

646

1190

974

1376/2177

1392

926

519

83

1972

1071

1140

1308/2159

917/2114

1136

1060

1082

1355/2165

1446

1401

410

204

1130/2075

1010/1523

916

988/2187

688/2067

1476/2091

1393

1216

1342

751

1131/1519

946/2153

1387

1000

55

611/1515

1491/1725

1277

1493

854

1164

402

1007

232

99

1273

900

790

646/2154

622

1308

653

223

902

47

1318

96

888

302

1278

59

956/2155

1206

978

121431213

1038/21051276

1517

1371

964

1339

1302

1139

1427

189

1168/1776

81

567

228

188

1418

157

1108/1711

988

616

623

554

617

241

276

418

1303

1717

151/324

863/2100

1333/2097

201

1333/2098

870

983

110

1327

937

13651428

1501

151/323

1107/1712

1281

242

82

79

251

1289

165

1368

287286

199

179

1202

1499

568

83/2

944

77

138

871

280

1110

1056

257

984

169

194

1261

684

293

97/DUP

1275

75

614

229

874

1358

826

279

869

1973

285

425

1300

692

284

489

1723

615

395

1473

823

490

824

689

282

382

235

391

400

97

68

385

1471

294

1966

1257

617

1124

844

846

1107

183

719

387/2

887

200

1470

892

1071

1362

250

1967

1227

1043

1040

765

58

1392/2143

1321

1078

1247

844

423/1518

1479

423/1517

1414

1246

1483

686

175

1257/1503

679

1291

1010

399

1394

835

1415

1239/2164

168

576/1502

1412

12/111

1337/1516

1493

1395

894

300

1413

1445

64312

576/1501

1363

265

836

182

394

590/1494

1211

1151

993

572

904

284

742

144

199/2

233

867

1117

12/252

784

6913

1369

1453

1249

880

1112/2073

1082/2111

138/119

818

170/1

167

932

1396

695

816/2068

247

994/2069

746

283

1271

1208/2115

710

882

1327

1246

620

1051

195

720

275

141

342

1017

1177/2076

158

1020/2070

679

1357

1299

777

1185

1408

808

1032/2801

838

283

288

693

1264

1478

245

174

345

244

1965

235

829

687

1283

407

1149

246

876

873

616

1328

1407

950

615

112

735

144

240

239

1718

225

234

203

1293

977974

230

12/251

1500

1101

1966/2129

875

105

1499

673

1378

863/2199

1491

65

79

224

1056/1514

84

388

736

812

77

618

1070

1251

236

76

1033/2074

238

401/dup

53

78

396

281

98

1415

401

759

1205

975

822

63

101

292

237

125

1964

886

79/2

50

821

739

1481

837

1405/2090

226

806

1222

930

1270

289

816

409/2062

1251

1386

1003

57

390

538

388

825

1305/2178

389

1238

404

922

405

102

144DUP

872

319

762

820

619

1228

1714

1056/1505

809

1155/1155

402

777

1495

290

557

586

383

799

291

182

227

1232

1063

1251

574

384

1709 1472

196

1411

874/1520

1227

403

1514

277

885

306/1508

1415

365

1174

116

584

1243

381

397/1506

120

1018

1661

394

268

264

103

590/1495

1255/1498

116

1496

399

805

386

1329

262382

1288

268

1497

518

1349

261 260

1184

1250

285

981

1231

1359

286

1237

1211

1242

575

1377

587

356

90

267

363

228

244

1414

259

246

381

238

241

93

260

1724

90

356

259

356

228

241

238

385

117

183

73°58'0"E

73°5

8'0"

E

73°57'0"E

73°5

7'0"

E

73°56'0"E

73°5

6'0"

E

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

73°51'0"E

73°5

1'0"

E

73°50'0"E

73°5

0'0"

E

73°59'0"E

26°3

1'0"

N

26°3

1'0"

N

26°3

0'0"

N

26°3

0'0"

N

26°2

9'0"

N

26°2

9'0"

N

26°2

8'0"

N

26°2

8'0"

N

26°2

7'0"

N

26°2

7'0"

N

µ

KURDIYA

BADGAON

BEETAN

TREATED AREA

RAMLIYA WAS

PITHASH

TREATED AREA

§̈¦1¬«1

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

KotaBaran

Ganganagar

Bundi

Sirohi

Karauli

ChittaurgarhJhalawar

Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Banswara

Rajsamand

Dungarpur

Dhaulpur

Sawai Madhopur

Chittaurgarh

Nagaur

Merta

Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur

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

Legend Village Name Gram Panchayat Name Area (Ha) BADGAON BADGAON 1608.67

BEETAN BADGAON 801.93

KURDIYA KURDIYA 3167.80

PITHASH BADGAON 402.67

RAMLIYA WAS BADGAON 775.14

Legend Type Area (Ha) Macro Watershed Number 1 Nos

Micro watershed Number 1 Nos

Allocated Area 7625

Macro Watershed Boundary 8513.94

Micro Watershed Total Area 8513.94

Gram Panchayat Boundary 8241.35

Village Boundary 6756.20

Treated Area 1485.15

Khasara Boundary 6756.20

Settlement 104.22

Fallow Land 0.30

Land With Scrub 149.38

Land Without Scrub 213.85

Road 54.85

Water Body 15.10

Wet Land 3.67

Rabi Crop 1523.33

Kharif Crop 3948.93

Rabi And Kharif Crop 1015.17

0 0.5 10.25Kilometers

1 centimeter = 100 meters

¬«1§̈¦1KURDIYA

574

1595

1611

510

1601

546

1806

1510

494

547

483

1714

1509

1847

531

1500

372

1744

442

1484

461

1543

561

1555

1576

543

445

496

444

1604

464

1525

1608

443

1725

535

1730

492

450

436

1539

412

449

1629

465

536

411

413

1637

1539

1845

495

1833

2033

1972

534

484

1638

520

1496

1492

1772

1716

1519

1968478

1552

370

374

1640

1551

2001

1504

1811

409

1660

493

401

1601

1601

2018

1659

475

1587

1661

1405

460

1946

1475

419

564

1666

491

571

414

1512

563562

2023

1816

1601

393

1702

1578

1835

553

1707

1949

549

1535

427

1601

1619

1720

1926

1680

1632

1909

1726

1665

1498

408

418

519

1963

1704

509

1813

1506

1863

1671

548

1569

1590

1422

1480

1885

1534

1647

1648

1602

1825

476

1548

2029

1410

477

1899

459

1912

1777

1918

1908

1601

1792

1566

1757

1635

18671563

441

373

524

1565

392

1697

551

1532

1644

1970

541

457

1887

1591

1939

1830

1573

1631

1601

530

1553

466

1860

1682

452

406

1945

1338

1393

1417

1662

1787

1579

1861

1855

437

1558

1750

1670

1823

403

1633

2021

16011601

1668

467

1709

1824

1601

1749

1732

1412

558

1727

1805

432

1446

1706

1724 1440

2040

428

1514

1864

1465

1819

1447

1426

1560

542

1621

1760

1705

1947

1664

447

1676

1997

497

2000

1586

1622

1442

394

1920

1944

1783

1936

1630

391

1888

1848

371

1913

405

552

2026

1844

1708

1826

415

1738

1815

513

480

1542

1971

1846

1568

1585

1649

1580

1450

1584

1601

1692

1650

1713

1698

1862

1588

507

1688

20031653

1444

560

1927

1340

2004

1494

1601

1681

1840

1643

1570

1921

468

1397

1959

514

2005

410404

1925

1885

456

1873

1441

1341

1330

515

402

1616

473

1856

1474

1849

1431

1898

1639

2044

454

1770

1988

1938

455

1401

1464

1674

440

528

1715

1977

2036

390

1626

1432

1929

2002

1520

1470

1636

1710

1979

1962

400

1767

1933

1673

1739

1642

1703

481

1460

1477

1941 1991

1889

1398

2022

1978

1931

433

1786

1990

448

1601

407

1549

430

470

1958

1667

1326

2010

479

2027

1722

1928

1435

1456

1502

1961

1428

2045

1758

1600

1399

1443

1439

1839

1457

1821

1601

1645

1516

1561

1858

1641

398

1751

1427

1765

1995

444

1923

1984

1601

397

557

2007

451

525

1556

1937

399

485

417

1762

1625

1689

1687

1712

1601 1601

14588

429

1699

1953

2012

2031

1689

1515

1624

2006

1655

1601

1601

517

1564

511

1950

1987

487

1690

1620

1876

1582

559

1583

1400

1733

1679

1678

1952

2025

1993

1896

465

1601

1955

426

1768

1623

1646

1544

2024

1916

1729

1857

554

1522

1728

2015

1657

1897

1801

1797

1683

1701

1575

2032

1870

1425

532

1468

518

1530

1467

1438

1900

1771

1466

1951

1800

1905

1796

1814

1914

1803

1529

1985

1935

1628

1999

422

1654

1973

1741

431

1436

396

1798

1879

1598

1924

1875

1837

1838

1791

521

1822

2030

439

1449

1827

1433

1550

1974

1342

1414

1675

1663

438

1828

1975

516

1601

1994

1454

15082016

525

1476

1601

1594

369

1836

458

1878

1919

1834

2028

1850

1547

2035

1793

1471

1572

1597

1700

1528

1775

1817

1677

1618

423

424

1763

1469

1390

1523

1421

1419

1389

1998

435

1562

1567

1420

1541

1554

1957

1915

556

1482

1877

1779

425

1956

1774

1513

1442/2141

540

420

361

1725

1524

1601

1761

2043

1437

1992

1778

1743

503

1865

1621/2129

1545

1723

1942

1601

1886

2008

421

1537

1776

1901

1686/2121

15.3

1956/2138

1656

1508/2115

1719

2042

1871

1424

1695

1943

1721

1451

389

2009

1829

1785

1342/2142

1617

1782

1989

1869

1759

1742

15931627

2041

437/2096

440/2119

1391

1872

570

1843

1868

1599

1881

1784/2127

1546

1842

488

1740

1531

527

1695/2128

1445

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1331

569

486

1601

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1571

539

1392

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522

1521

1841

1832

1574

1517

1855

526

17732034

1581

1521/2131

1986

1884

1459

1799

1511

1917

1473

1651

1882

1934

1948

1696

18021781

1402

1595

1960

1448

1557

462

1866

1418

1524/2136

1577

437

1737

446

1983

1685/2123

360

1423

1430

1634

1910

1463

1954

1911

1540

472

453

1764

1711

1883

550

1453

1903

1769

1684

1734

1886/2195

1601

1508/2116

1452

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1780

409/2062

1880

1507

1429

395

1686

1558/2159

1516 1533

1766

1472

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523

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1517/2124

1493

1890

1902

1455

463

1339

508

1717

1462

504 1387

1904

2038

1415

1981

1795

1980

482 1343

489

490

1907

1966

1967

2011

13191392/2143

1483

1394

555

1574/2155

1826/2047

1479

1395

1536

1321

1504/2029

1770/2148

1571/2160

1652

1977/2085

1978/2086

1968/2003

1784

1560

1396

1601

1977/2084

1434

1327

1524/2137

1526

1818

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1408

1794

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1478

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1965

572

1328

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1694

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1966/2129

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1559/2051

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498 501

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1538

538

1735

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1601

1851

1322 1384

1940

1932

1329

1831

1922

1398

1497

1693

1930

1601

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

26°2

7'0"

N

26°2

7'0"

N

26°2

6'0"

N

26°2

6'0"

N

26°2

5'0"

N

26°2

5'0"

N

26°2

4'0"

N

26°2

4'0"

N

26°2

3'0"

N

26°2

3'0"

N

1:10,000Scale-

Page 179

Slope MapNagour(IWMP)31/2011-12

Metra(Nagour)

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328

1006

643

926

1362

415

1058

499/2104

1291

1280

1354

1103

1355

582

498

1315

1193

1202

1167

1040

800

686

118

888

744

1156

690

540

1380

762

1411

1142

976

1137

773

1027

1461

1476

357

1344

1018

1182

1173

626

886

1307

744

1358

438

1136

1188.

912

1216

997

784

692

1030

1254

1288

1369

1122

908

600

717

758

887

1331

631

410

1138

1076

1126

413

1147

588

832

1075

1020

125

451

395

606

1051

949

1025

781

647

1066

1112

1320

1198

645

1112

11555

1121

716

1437

408

1047

1062

1175

139

1141

824

178

1034

1449

1434

232

1142

1296

1295

1237

1068 1064

1013

517

1069

1012

966

991

1725

1072

1350

1029

1128

449

1239

775

1429

1220

1326

1290

938

1033

1218

845

1039

1142

1300

1503

556

1462

1417

1073

1248

1440

996

1315

962

1439

1067

1102

477

1278

181

1154

953

1265

1192

1059

450

866

642

1140

611

774

986

731

1078

1016

263

1056

936

305

1332

1254

834

1158

1192

800

1143

104

1505

1160

1023

1185

690

1310

248

1070

1057

1081

279

1355

605

231

1719

840

1247

115

1957

106

1348

557

562

1330

911

1024

1282

315

629

70

1362

957

1186

1201

1343

1404

772

1287

1349

1293

547

1325

1141

1294

1019

1295

984

1097

1096

1406

14

1242

826

1023

506

860

1489

1083

1376/2163

549

1067

1191

865

304

1079

806

1318

699

1342/2142

1140

951

664

1404

1348

1250

550

39

1061

250

1181

1015

1309

1092

264

1021

696

553

1420

1018

992

1073

977

988

1283

597

705

1081

1003

1436

1492

1267

1304

860

1226

230

1186

1032

1435

1241

1410

1151

971

1074

738

72/71

716

1065

1268

1397

696/1493

613

715

1033

638

707

1395

771

700

1437

407/DUP

1345

96

1203

1328

1261

570

1322

612

1446

993

761

1229

874

1215

1361

663

746

1445

61

1229

917

1165

814

1317

507

1022

1255

1235

1370

132

1019

1519

1314

1284

91

937

1470

1383

1097

1004

1273

1721

368

6/352

179

1096

1338

1390

1002

1022

801

1460

134

1066

840

326

470

992

1110

548

1175

796

1382

1055

978

1159

1240

327

116

1037/2140

1098

640

1305

1221

59/1500

488

1150

1254

1259

1149

1294

471/1509

1050

505

254

1392

1388

21/350

545

1091

1009

481/2096

1321

303

1394

1236

1422

569

662

1224

1296

486

1344

979

1407

1333

160

1108

1495

1107

947

1488

1084

1048

976

1347

1225

367

965

539

989

569

573/dup

959

665

508

1171

1392

708

1444

1090

1490

187

1032

680

780

129

133

1003

544

1065

1425

1203

1180

1102

892

1277

1065

1199

895/2149

1100

1226

1323

411

8/13

910

1385

1075

1281

1451

1297

1200

1447

1042

723

437

242/2103

661

1056

956

1217

1091

1298

1026

1303

1152

1224

931

457

1275

14211363

1337

1380

1209

621

908

1148

719

1177

1008

1161 1143

893

1005

1379

1180

183

1516

1038

1077

1381

11061419

68

1144

1076

1316

990202

330

911

909

1279

1241

944

1082

40

1125

1475

830

1490

1297

1085

1009

506

1245

1215

1011

336

653

802

1218

895/2151

1066

121

1163

57

745

1416

1158

1487

590

875

1463

1491

681

1321

76

420

1025

945

1216

763

1353

877

1456

943

895/2150

1286

1494

1279

1307

1477

1377

1311

484

1359

249

1324

1484

1167

790

1176

1430

1316

1380

1164

1690

769

1214

1339

128

69

421

138/138

1005

1105

721

1457

660

956

1070

1210

1336

880

406

680

1483

930

1084

237

1432

1109/1720

803

1455

1129

682

1004

1293

597

1172

1687

236

1431

243

1097

419

1074/2110

1008

1306

1046

1408

1187

1434/1322

1402

1212

946/2152

1409

183

966

1001

1178

876

1434/1327

1407

652

782

1225

1410

478

250

1002

1136

1360

570

784

1145

1418

58

1168

1174

596

1150

240/349

1378

1440

683

1305

991

112

502

98

1264

1012

1317

255

1020

1384

78

1308/2158

1711

253

734

1024

1389

1350

81

1265

794

577

103/2094

1045

1960

1115

1182

281

1183

1130

341

1201

1102

490

998/2092

1472

1173

666

647

59

1177

1011

1143/2090

1234

645

1301

1082

92

831

1017

1509

497

1424

1223

1257

1286

1135

1312

95

1113

973

1361

21

108

1322

1089

1458

1016

83/1

1337

1034/2169

129/331

151/317

1433

1184

721

496

1016

198

1394

1285

795

654

697

759

1274

672

698

472

634

331

1141

684

1174

1114

495

933

760

424

688

1087

977/2162

295

1441

1061

1165

1164

592

1088

80

596

1282

416

227

1423

988/2156

678

1272

1045

1098

1027

1139/2161

646

1190

974

1376/2177

1392

926

519

83

1972

1071

1140

1308/2159

917/2114

1136

1060

1082

1355/2165

1446

1401

410

204

1130/2075

1010/1523

916

988/2187

688/2067

1476/2091

1393

1216

1342

751

1131/1519

946/2153

1387

1000

55

611/1515

1491/1725

1277

1493

854

1164

402

1007

232

99

1273

900

790

646/2154

622

1308

653

223

902

47

1318

96

888

302

1278

59

956/2155

1206

978

121431213

1038/21051276

1517

1371

964

1339

1302

1139

1427

189

1168/1776

81

567

228

188

1418

157

1108/1711

988

616

623

554

617

241

276

418

1303

1717

151/324

863/2100

1333/2097

201

1333/2098

870

983

110

1327

937

13651428

1501

151/323

1107/1712

1281

242

82

79

251

1289

165

1368

287286

199

179

1202

1499

568

83/2

944

77

138

871

280

1110

1056

257

984

169

194

1261

684

293

97/DUP

1275

75

614

229

874

1358

826

279

869

1973

285

425

1300

692

284

489

1723

615

395

1473

823

490

824

689

282

382

235

391

400

97

68

385

1471

294

1966

1257

617

1124

844

846

1107

183

719

387/2

887

200

1470

892

1071

1362

250

1967

1227

1043

1040

765

58

1392/2143

1321

1078

1247

844

423/1518

1479

423/1517

1414

1246

1483

686

175

1257/1503

679

1291

1010

399

1394

835

1415

1239/2164

168

576/1502

1412

12/111

1337/1516

1493

1395

894

300

1413

1445

64312

576/1501

1363

265

836

182

394

590/1494

1211

1151

993

572

904

284

742

144

199/2

233

867

1117

12/252

784

6913

1369

1453

1249

880

1112/2073

1082/2111

138/119

818

170/1

167

932

1396

695

816/2068

247

994/2069

746

283

1271

1208/2115

710

882

1327

1246

620

1051

195

720

275

141

342

1017

1177/2076

158

1020/2070

679

1357

1299

777

1185

1408

808

1032/2801

838

283

288

693

1264

1478

245

174

345

244

1965

235

829

111

687

1283

407

1149

246

876

873

616

1328

1407

950

615

112

735

144

240

239

1718

225

234

203

1293

977974

230

12/251

1500

1101

1966/2129

875

105

1499

673

1378

863/2199

1491

65

79

224

1056/1514

84

388

736

812

77

618

1070

1251

236

76

1033/2074

238

109+

401/dup

53

78

396

281

98

1415

401

759

1205

975

100

822

63

101

292

237

125

1964

886

79/2

50

821

739

1481

108

837

1405/2090

226

806

1222

930

1270

289

816

409/2062

1251

1386

1003

57

390

538

388

825

1305/2178

389

1238

404

922

405

102

144DUP

872

319

762

820

619

1228

1714

1056/1505

809

1155/1155

402

777

1495

290

557

586

383

799

291

182

227

104

1232

1063

1251

574

384

1709 1472

196

1411

874/1520

1227

403

1514

277

885

306/1508

1415

365

1174

116

584

1243

381

397/1506

120

1018

1661

394

268

264

103

590/1495

1255/1498

116

1496

399

805

386

1329

262382

1288

268

1497

518

1349

261 260

1184

1250

285

981

1231

1359

286

1237

1211

1242

575

1377

587

356

90

267

363

228

244

1414

259

246

381

238

241

93

260

1724

90

356

259

356

228

241

238

385

117

183

73°58'0"E

73°5

8'0"

E

73°57'0"E

73°5

7'0"

E

73°56'0"E

73°5

6'0"

E

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

73°51'0"E

73°5

1'0"

E

73°50'0"E

73°5

0'0"

E

73°59'0"E

26°3

1'0"

N

26°3

1'0"

N

26°3

0'0"

N

26°3

0'0"

N

26°2

9'0"

N

26°2

9'0"

N

26°2

8'0"

N

26°2

8'0"

N

26°2

7'0"

N

26°2

7'0"

N

µ

KURDIYA

BADGAON

BEETAN

TREATED

RAMLIYA WAS

PITHASH

§̈¦1¬«1

Jaisalmer

Barmer

Bikaner

Pali

Churu

Jodhpur

Nagaur

Jalor

Jaipur

Udaipur

Sikar

Tonk

Alwar

Ajmer

Bhilwara

KotaBaran

Ganganagar

Bundi

Sirohi

Karauli

ChittaurgarhJhalawar

Hanumangarh

Dausa

Bharatpur

Jhunjhunun

Banswara

Rajsamand

Dungarpur

Dhaulpur

Sawai Madhopur

Chittaurgarh

Nagaur

Merta

Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur

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

Macro No. Micro No. Village Name Gram Panchayat Name Area (Ha) 1 1 BADGAON BADGAON 1608.67

1 1 BEETAN BADGAON 801.93 1 1 PITHASH BADGAON 402.67 1 1 RAMLIYA WAS BADGAON 775.14

1 1 KURDIYA KURDIYA 3167.8

1 1 TREATED KURDIYA 595.37

Legend Type Area (Ha) Macro Watershed Number 1 Nos

Micro watershed Number 1 Nos

Allocated Area 7625

Macro Watershed Boundary 8513.94

Micro Watershed Total Area 8513.94

Village Boundary 6756.20

0-1% 3061.19

1-3% 2894.00

3-5% 1641.61

5-10% 709.70

<10% 207.45

0 0.5 10.25Kilometers

1 centimeter = 100 meters

¬«1§̈¦1

574

1595

1611

510

1601

546

1806

1510

494

547

483

1714

1509

1847

531

1500

372

1744

442

1484

461

1543

561

1555

1576

543

445

496

444

1604

464

1525

1608

443

1725

535

1730

492

450

436

1539

412

449

1629

465

536

411

413

1637

1539

1845

495

1833

2033

1972

534

484

1638

520

1496

1492

1772

1716

1519

1968478

1552

370

374

1640

1551

2001

1504

1811

409

1660

493

401

1601

1601

2018

1659

475

1587

1661

1405

460

1946

1475

419

564

1666

491

571

414

1512

563562

2023

1816

1601

393

1702

1578

1835

553

1707

1949

549

1535

427

1601

1619

1720

1926

1680

1632

1909

1726

1665

1498

408

418

519

1963

1704

509

1813

1506

1863

1671

548

1569

1590

1422

1480

1885

1534

1647

1648

1602

1825

476

1548

2029

1410

477

1899

459

1912

1777

1918

1908

1601

1792

1566

1757

1635

18671563

441

373

524

1565

392

1697

551

1532

1644

1970

541

457

1887

1591

1939

1830

1573

1631

1601

530

1553

466

1860

1682

452

406

1945

1338

1393

1417

1662

1787

1579

1861

1855

437

1558

1750

1670

1823

403

1633

2021

16011601

1668

467

1709

1824

1601

1749

1732

1412

558

1727

1805

432

1446

1706

1724 1440

2040

428

1514

1864

1465

1819

1447

1426

1560

542

1621

1760

1705

1947

1664

447

1676

1997

497

2000

1586

1622

1442

394

1920

1944

1783

1936

1630

391

1888

1848

371

1913

405

552

2026

1844

1708

1826

415

1738

1815

513

480

1542

1971

1846

1568

1585

1649

1580

1450

1584

1601

1692

1650

1713

1698

1862

1588

507

1688

20031653

1444

560

1927

1340

2004

1494

1601

1681

1840

1643

1570

1921

468

1397

1959

514

2005

410404

1925

1885

456

1873

1441

1341

1330

515

402

1616

473

1856

1474

1849

1431

1898

1639

2044

454

1770

1988

1938

455

1401

1464

1674

440

528

1715

1977

2036

390

1626

1432

1929

2002

1520

1470

1636

1710

1979

1962

400

1767

1933

1673

1739

1642

1703

481

1460

1477

1941 1991

1889

1398

2022

1978

1931

433

1786

1990

448

1601

407

1549

430

470

1958

1667

1326

2010

479

2027

1722

1928

1435

1456

1502

1961

1428

2045

1758

1600

1399

1443

1439

1839

1457

1821

1601

1645

1516

1561

1858

1641

398

1751

1427

1765

1995

444

1923

1984

1601

397

557

2007

451

525

1556

1937

399

485

417

1762

1625

1689

1687

1712

1601 1601

14588

429

1699

1953

2012

2031

1689

1515

1624

2006

1655

1601

1601

517

1564

511

1950

1987

487

1690

1620

1876

1582

559

1583

1400

1733

1679

1678

1952

2025

1993

1896

465

1601

1955

426

1768

1623

1646

1544

2024

1916

1729

1857

554

1522

1728

2015

1657

1897

1801

1797

1683

1701

1575

2032

1870

1425

532

1468

518

1530

1467

1438

1900

1771

1466

1951

1800

1905

1796

1814

1914

1803

1529

1985

1935

1628

1999

422

1654

1973

1741

431

1436

396

1798

1879

1598

1924

1875

1837

1838

1791

521

1822

2030

439

1449

1827

1433

1550

1974

1342

1414

1675

1663

438

1828

1975

516

1601

1994

1454

15082016

525

1476

1601

1594

369

1836

458

1878

1919

1834

2028

1850

1547

2035

1793

1471

1572

1597

1700

1528

1775

1817

1677

1618

423

424

1763

1469

1390

1523

1421

1419

1389

1998

435

1562

1567

1420

1541

1554

1957

1915

556

1482

1877

1779

425

1956

1774

1513

1442/2141

540

420

361

1725

1524

1601

1761

2043

1437

1992

1778

1743

503

1865

1621/2129

1545

1723

1942

1601

1886

2008

421

1537

1776

1901

1686/2121

15.3

1956/2138

1656

1508/2115

1719

2042

1871

1424

1695

1943

1721

1451

389

2009

1829

1785

1342/2142

1617

1782

1989

1869

1759

1742

15931627

2041

437/2096

440/2119

1391

1872

570

1843

1868

1599

1881

1784/2127

1546

1842

488

1740

1531

527

1695/2128

1445

1386

481/2096

1331

569

486

1601

1495

1852

1571

539

1392

1853

1854

522

1521

1841

1832

1574

1517

1855

526

17732034

1581

1521/2131

1986

1884

1459

1799

1511

1917

1473

1651

1882

1934

1948

1696

18021781

1402

1595

1960

1448

1557

462

1866

1418

1524/2136

1577

437

1737

446

1983

1685/2123

360

1423

1430

1634

1910

1463

1954

1911

1540

472

453

1764

1711

1883

550

1453

1903

1769

1684

1734

1886/2195

1601

1508/2116

1452

1686/2122

1780

409/2062

1880

1507

1429

395

1686

1558/2159

1516 1533

1766

1472

1476/2091

523

1517/2125

1608

1521/2132

533

1517/2126

1517/2124

1493

1890

1902

1455

463

1339

508

1717

1462

504 1387

1904

2038

1415

1981

1795

1980

482 1343

489

490

1907

1966

1967

2011

13191392/2143

1483

1394

555

1574/2155

1826/2047

1479

1395

1536

1321

1504/2029

1770/2148

1571/2160

1652

1977/2085

1978/2086

1968/2003

1784

1560

1396

1601

1977/2084

1434

1327

1524/2137

1526

1818

472/2063 1982

1408

1794

1912/2085

474

1478

1782/2020

1965

572

1328

1407

1694

436

1404

1718

2020

1966/2129

1499

471

1559/2051

1615

498 501

19641481

1405/2090

1538

538

1735

1672

1714

13231485 1325

1411

1355/2165

1601

1851

1322 1384

1940

1932

1329

1831

1922

1398

1497

1693

1930

1601

73°55'0"E

73°5

5'0"

E

73°54'0"E

73°5

4'0"

E

73°53'0"E

73°5

3'0"

E

73°52'0"E

73°5

2'0"

E

26°2

7'0"

N

26°2

7'0"

N

26°2

6'0"

N

26°2

6'0"

N

26°2

5'0"

N

26°2

5'0"

N

26°2

4'0"

N

26°2

4'0"

N

26°2

3'0"

N

26°2

3'0"

N

1:10,000Scale-

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