2011 - 12

DETAILED PROJECT REPORT

NAME OF WATERSHED : JODHPUR- 47

MACRO/MICRO WATERSHED NO. : CLUSTER

GRAM PANCHAYAT : Ranari.

PROJECT AREA : 5020 Ha.

PROJECT COST : 753 Lacs.

-:SUBMITTED BY:-

ASSISTANT ENGINEER PROJECT IMPLEMENTING AGENCY

PANCHAYAT SAMITI – BAP(JODHPUR)

INDEXPARTICULARS PAGE NO.

CHAPTER - 1 Introduction1.1 Introduction1.2 Philosophy of integrated watershed management programme 1.3 Objectives of IWMP1.4 Need of watershed development programme1.5 Criteria and weightage for selection of watershed

Table No. 1 Criteria and weightage for selection of watershed Table No. 1.1 Weightage of the watershed

1.6 Project background Table No. 2 Basic project information Table No. 3 Watershed information

CHAPTER - 2 Project implementing Agency2.1 Project implementing Agency

Table No. 4 Detail of PIA Table No. 5 Staff at PIA level 2.1.1 Role and responsibility of WDT2.1.2 SWOT analysis of PIA

CHAPTER - 3 Basic information of Watershed3.1 Geography and Geo-hydrology

3.1.1 Land use pattern Table No. 6 Land use pattern 3.1.2 Soil and topographyTable No. 7 Soil tpye and topographyTable No. 8 Fiood and drought conditionTable No. 9 Climatic conditionTable No. 10 Physiography and relief Table No. 11 Slope detail of watershed Table No. 12 Erosion status in project area3.1.3 Land and agriculture

Table No. 13 Land onwership detail Table No. 14 Land use and land classificationTable No. 15 Agriculture Table No. 16 Crop detailTable No. 17 Crop production 3.1.4 LivestockTable No. 18 LivestockTable No. 19 Milk production Table No. 20 Drinking water

3.2 Socio-economic profile 3.2.1 Demographic Status Table No. 21 Demographic information Table No. 22 Literacy rateTable No. 23 Poverty3.2.2 Migeration patternTable No. 24 Migeration detailTable No. 25 Village infrastructureTable No. 26 Fecilities / HH assetsCHAPTER-4 Watershed activities

4.1 Scientific planning Table No. 27 Detail of Scientific Planning and Input in the project

4.2 Watershed development approach and strategy4.2.1 Social strategy4.2.2 Technical Strategy

4.3 Institution building 4.3.1 Watershed committee (WC)Table No. 28 Watershed committee Charnai,Malar & NaneuTable No. 29 Bank account4.3.2 Self helf group4.3.3 User group

4.4 Physical activities to be undertake

4.4.1 Entery point activity (EPA)Table No. 30 Entery point activity (EPA)4.4.2 Production measures 4.4.2.1 Agro-forestry4.4.2.2 Mixed Horticulture4.4.2.3 Crop Demonstration4.4.2.4 Organic Farming system / Compost pits4.4.2.5 Homestead kitchen gardens4.4.2.6 Pasture Development 4.4.2.7 Fencing4.4.2.8 Ditch cum bund(DCB)

4.4.3 Conservation measures 4.4.3.1 Contour cultivation 4.4.3.2 Contour bund / Contour vegetative hedge4.4.3.3 V Ditch 4.4.3.4 Staggered trenches4.4.3.5 Water harvesting structutre(Tanka)4.4.3.6 Loose stone Checkdam4.4.3.7 Erthen dam4.4.3.8 Dug out pond (NADI)4.4.3.9 Masonry Chack Dum

CHAPTER-5 Proposed Development planCHAPTER-6 Activity wise Abstract of cost CHAPTER-7 Technical design & EstimatesCHAPTER-8 Project outcomesCHAPTER-9 Annexure

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CHAPTER - 1

IINNTTRROODDUUCCTTIIOONN

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1.1 Introduction In India, where a lot of water goes waste, it is important to apply the technology of Watershed

management to solve its annual problems of droughts and floods. The demand for water exceeds its supply.

Conflicts sharing water resources are on the rise. Planning and development of Watersheds calls for a rigorous

understanding of the occurrence and movement of water in the surface and sub-surface systems along with soil

and nutrient losses in a Watershed as the need arises for a proper Watershed management of that area. In a

country like India, where a lot of running water goes waste, it becomes very important to apply the technology of

Watershed management to solve its annual problems of droughts and floods.

Watershed management basically involves harmonizing the use of soil and water resources between

upstream and downstream areas within a Watershed toward the objectives of natural resource conservation,

increased agricultural productivity and a better standard of living for its inhabitants. Identifying and addressing the

significant externalities associated with Watershed is critical for these objectives to be achieved in a sustainable

manner.

In the 1980s and 1990s, agricultural scientists and planners aimed to promote rain-fed agriculture through

Watershed development. A Watershed is an area from which all water drains to a common point, making it an

interesting unit for managing water and soil resources to enhance agricultural production through water

conservation

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1.2 Philosophy of Integrated Watershed management Programme IWMP planning is a comprehensive multi-resource management planning process, involving all

stakeholders within the Watershed, who together as a group, cooperatively work towards identifying the resource issues and concerns of the Watershed, as well as develop and implement a Watershed plan with solutions that are environmentally, socially and economically sustainable.

In India, the IWM efforts go back to 1970. There have been many changes in the implementation strategies during the following years. Until 1995, Watershed development projects were officially coordinated by multi-sectoral programmes (with differing objectives) launched by the Government of India. After review in 1999 by the Ministry of Rural Development and the Ministry of Agriculture, a common set of operational guidelines, objectives, strategies and expenditure norms were established for Watershed development programmes in 2001. These are implemented through programmes such as DPAP (Drought-Prone Area Programme), DDP (Desert Development Programme) and IWDP (Integrated Watershed Development Programme).

The guidelines encourage the active involvement of non-governmental organizations, semi-governmental institutions and private enterprises, universities and training institutions. However, concerns are being raised that emphasis in Watershed development programmes is still firmly based on the belief that water is an infinite resource, through development of groundwater abstraction and water harvesting techniques. IWM does not merely imply the amalgamation of different activities to be undertaken within a hydrological unit. It also requires the collation of relevant information so as to evaluate the cause and effect of all the proposed actions. The Watershed is the smallest unit where the evaluation of human-induced impacts upon natural resources becomes possible. Therefore, although the ‘Panchayat’ remains the preferred implementation unit, the Watershed should be the evaluation unit used in assessing impacts

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1.3 Objectives of the IWMP The main objectives of the IWMP are to restore the ecological balance by harnessing, conserving and

developing degraded natural resources such as soil, vegetative cover and water. The outcomes are prevention of

soil run-off, regeneration of natural vegetation, rain water harvesting and recharging of the ground water table.

This enables multi-cropping and the introduction of diverse agro-based activities, which help to provide sustainable

livelihoods to the people residing in the Watershed area.

1.4 Need of Watershed Development Programme Watershed Development Programme is prioritized on the basis of thirteen parameters namely Poverty Index,

Percentage of SC/ST, Actual wages, Percentage of small and marginal farmers, Ground water status, Moisture

Index, Area under rain-fed agriculture, Drinking water situation in the area, Percentage of the degraded land,

Productivity potential of the land, Contiguity of another Watershed that has already developed/treated, Watershed

approach for plain or for hilly terrain

1.5 Criteria and weightage for selection of Watershed State Remote Sensing Application Center, Jodhpur (SRSAC) has prepared "Watershed Atlas of Rajasthan ".

Watersheds have been delineated into macro / micro in each block. These have been prioritized on the basis of two important parameters i) extent of availability of cultivable arable lands and ii) Drainage Density. Besides this priority Watershed with preponderance of resource poor, SC/ST population is given importance. Willingness of community to participate, contribute in the programme and to take up responsibility of post project maintenance of the created assets. Weightage given to these criteria for selection is as follows:

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Table No. 1 Criteria and weightage for selection of Watershed

S. No.

Criteria Maximum score Ranges & scores

i Poverty index (% of poor to population)

10 Above 80 % (10) 80 to 50 % (7.5) 50 to 20 % (5) Below 20 % (2.5)

ii % of SC/ ST population 10 More than 40 % (10)

20 to 40 % (5) Less than 20 % (3)

iii Actual wages 5 Actual wages are significantly lower than minimum wages (5)

Actual wages are equal to or higher than minimum wages (0)

iv % of small and marginal farmers

10 More than 80 % (10)

50 to 80 % (5) Less than 50 % (3)

v Ground water status 5 Over exploited (5) Critical (3) Sub critical (2) Safe (0) vi Moisture index/

DPAP/ DDP Block 15 -66.7 & below

(15) DDP Block

-33.3 to -66.6 (10) DPAP Block

0 to -33.2 (0) Non DPAP/ DDP Block

vii Area under rain-fed agriculture

15 More than 90 % (15)

80 to 90 % (10) 70 to 80% (5) Above 70 % (Reject)

viii Drinking water 10 No source (10) Problematic village (7.5)

Partially covered (5)

Fully covered (0)

ix Degraded land 15 High – above 20 % (15)

Medium – 10 to 20 % (10)

Low- less than 10 % of TGA (5)

x Productivity potential of the land

15 Lands with low production &

Lands with moderate

Lands with high production &

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where productivity can be significantly enhanced with reasonable efforts (15)

production & where productivity can be enhanced with reasonable efforts (10)

where productivity can be marginally enhanced with reasonable efforts (5)

xi Contiguity to another Watershed that has already been developed/ treated

10 Contiguous to previously treated Watershed & contiguity within the micro-Watersheds in the project (10)

Contiguity within the micro-Watersheds in the project but non contiguous to previously treated Watershed (5)

Neither contiguous to previously treated Watershed nor contiguity within the micro-Watersheds in the project (0)

xii Watershed approach in the plains (more than one contiguous micro-Watersheds in the project)

15 Above 6 micro-Watersheds in Watershed (15)

4 to 6 micro-Watersheds in Watershed (10)

2 to 4 micro-Watersheds in Watershed (5)

xiii Watershed approach in the hills (more than one contiguous micro-Watersheds in the project)

15 Above 5 micro-Watersheds in Watershed (15)

3 to 5 micro-Watersheds in Watershed (10)

2 to 3 micro-Watersheds in Watershed (5)

Total 150 150 90 41 2.5

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Based on these thirteen parameters a composite ranking was given to Jodhpur 47Watershed project as given

in table No. 1.1

Total number of families under BPL is 130 which are more than 50 per cent of the total households. The

percentage of SC/ST is about 12 per cent to the total population. Rain fed agriculture forms the primary

occupation of the Watershed due to the fact that ground water is very deep and there is no source of irrigation.

More than 50 per cent of the farmers are small and marginal by nature and the actual wages earned by the labour

is more than the minimum wages.

Since the rainfall received is erratic and irregular, the moisture index is low and the area is classified under

DDP block. The Jodhpur 47 Watershed falls in the continuity with other Watersheds namely Raneri-47. Watershed

approach was followed taking into consideration five Watersheds covering a total area of 5020 ha.

Table No. 1.1 Weightage of the Watershed S. No.

Distt Block Project Name

No. of micro W/s covered

Proposed project area

Type of project (Hilly / Desert / others)

Proposed cost

Weightage under the criteria I II III IV V VI VII VIII IX X XI XII Total

1 Jodhpur Bap Jodhpur 47

Watershed 5020 Desert 753.0 lacs

7.5 3 5 5 5 15 15 10 15 15 10 5 110.5

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1.6 Project Background Jodhpur 47 project is located in Bap Panchayat Samiti, Jodhpur District of Rajasthan State. The project is a Watershed of five villages namely Amarpura,Anopnagar,Rampura,Sonalpura.

The total project area of the Watershed is about 5020 ha of which 5020 ha. has been undertaken to be treated under Integrated Watershed Management Programme (IWMP) starting year 2011-12.

The nearest town is Phalodi which is about 32 Km from Jodhpur 47 and is well connected by pucca road. The Watershed includes area of five villages namely Amarpura,Anopnagar,Rampura,Sonalpura. Mohmmadan, Rajput, Bishnoi and SC communities are the primary inhabitants of the Watershed. The livelihood of these people is primarily based on rain-fed agriculture, animal husbandry, wage labour, cow, goat and sheep rearing. The project falls under the Desert Prone area according to DoLR Classification and situated at 28o N Latitude & 71o E Longitude. Table no. 2: Basic Project Information

S.

No.

Name of

Project

Villages Area

(ha.)

Gram

Panchayats

District PIA Area

falling in

Project

(ha.)

Project

Cost Name Census Code

1 Jodhpur

47

Amarpura 0815000101909800 1389 RANERI Jodhpur A. En. 1340 753.00

lakh 2 Anopnagar 0815000101909900 1295 RANERI Jodhpur A. En. 1260

3 Rampura 0815000101910800 985 RANERI Jodhpur A. En. 940

4 Sonalpura 0815000101910600 1504 RANERI Jodhpur A. En. 1480

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Table no. 3: Watershed information

Name of the project Watershed to be treated Watershed type

Jodhpur 47 5020 ha Cluster

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CHAPTER – 2

PPRROOJJEECCTT IIMMPPLLEEMMEENNTTIINNGG

AAGGEENNCCYY

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2.1 Project Implementing Agency The Project Implementing Agency (PIA) is selected by State Level Nodal Agency (SLNA) for Integrated

Watershed Management Programme (IWMP) in Rajasthan. The PIA for Jodhpur 47Watershed is Assistant Engineer

Panchayat Samiti Bap. The PIA is a block level nodal agency responsible for smooth implementation of Watershed

project. The objectives of PIA are supervising, planning, implementing and promoting Watershed development

project and related development activities as per guide lines. The PIA has dedicated and experienced staff:

Table no. 4 : Detail of PIA

Sr.

No. Names of project Details of PIA

1 IWMP Jodhpur 47

Designation

& Address

AEn Watershed development & soil conservation Bap

(Jodhpur)

Telephone 02921277024

Fax

E-mail iwmp.Bap@gmail.com

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Table no. : 5 Staff at PIA level

S.

No.

Name Age Sex Designation Qualification

1 Om kumar Joshi 57 M Assistant Engineer Diploma in Civil Engg.

2 Sukhendra Prasad 25 M WDT (Technical) Diploma in Civil Engg.

3 Naresh Chandra 24 M WDT (Agriculture) B.Sc. (Ag)

4 Jaibhagwan Bhaskar 26 M WDT (Veterinary) Diploma in Vet. Astt.

5 Manju Mewara 35 M WDT (Social

Science)

B.A. (Sociology.)

2.1.1 Roles and Responsibilities of WDT 1 Assist Gram Panchayat / Gram Sabha in constitution of the Watershed Committee and their

functioning.

2 Organizing and nurturing User Groups and Self - Help Group.

3 Mobilizing women to ensure that the perspectives and interests of women are adequately reflected in

the Watershed action plan.

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4 Conducting the participatory base - line surveys, training and capacity building.

5 Preparing detailed resource development plans including water and soil conservation or reclamation

etc. to promote sustainable livelihoods at household level.

6 Common property resource management and equitable sharing.

7 Preparing detailed Project Report (DPR) for the consideration of Gram sabha.

8 Undertake engineering surveys, prepare engineering drawings and cost estimates for any structures

to be built

9 Monitoring, checking, assessing, and undertaking physical verification and measurements of the work

done.

10 Facilitating the development of livelihood opportunities for the landless.

11 Maintaining project accounts.

12 Arranging physical, financial and social audit of the work undertaken.

13 Setting up suitable arrangement for post-project operation, maintenance and future development of

the assets created during the project period

2.1.2 SWOT Analysis of the PIA

Strength:

1 Dedicated and experience staffs and multidisciplinary team

2 Strong linkages with national and state level institutions, agricultural universities, for

capacity building and technical guidance.

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3 Scientific planning in Watershed project with the help of SRSAC, Jodhpur

4 District level monitoring, coordination & cooperation committee.

5 Well establishment of PRIs for social audits.

6 Watershed Dept. have long experience in Watershed works and has won five national

productivity awards

Weakness:

1 Lack of proper supporting staff.

2 No permanent staff

3 No permanent office building.

4 Unwanted political interference.

Opportunities:

1 Sustainable livelihood generation landless and asset less.

2 Improvement of socio-economic status of poor’s.

3 Awareness generation among the illiterates through IEC activities by usage of new ICT

activities.

4 Reduction of migration rate.

5 Usage of new technologies of Watershed modeling and GPS for monitoring the Watershed

activities.

6 Over all integrated development of rural peoples

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7 Independent DWDU, PIA & Watershed committee to over all monitoring and execution of

activities.

Threats:

(1)Lack of sustainable agriculture development.

(2)Delay of releasing project fund from the higher authority.

(3)Lack of contribution and cooperation from local peoples.

(4)Low and erratic rainfall in the project area.

(5)Low literacy rate in the project area.

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CHAPTER - 3

BBAASSIICC IINNFFOORRMMAATTIIOONN OOFF WWAATTEERRSSHHEEDD

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3.1 Geography and Geo-hydrology

3.1.1 Land use pattern

The net geographical area of Watershed is about 3000 ha out of which 0.0 % is forest area.

About 39 % of the total land is classified under wasteland of which 7 % is cultivable and rest is

uncultivable. About 59.7 % of land is under agriculture from which 72.77 % is under rain-fed and a

kharif crop is taken, 27 % of land is irrigated by tube wells.

Table no. : 6 Land use pattern S.

No.

Name of

Village

Geographical

area

Forest

area

(ha)

Land under

agri. Use

(ha)

Rain-fed

area

(ha)

Permanent

pasture

Wasteland

Cultivable

(ha)

Non

cultivable

(ha)

1 Amarpura 1389 0 142 682 165 133 267

2 Anopnagar 1295 0 46 610 342 57 240

3 Rampura 985 0 0 880 24 31 50

4 Sonalpura 1504 0 124 1030 132 62 156

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3.1.2 Soil and topography

Jodhpur 47 Watershed project falls under North West Rajasthan Agro Climatic Zone. The soil

is mainly sandy loam and. The soil is brown to very dark grayish brown in surface colour. The

depth of soil is moderate to deep about 25 to 75 cm. The predominant texture of soil is loamy sand

and silt and clay. The soil fertility is very poor with low nitrogen, phosphorus and potash. The soil

falls in Aridsol and Inseptisols order. The topography of the area is moderate ranging from 0-10%

slope

Table no. : 7 Soil type and topography

S.

No.

Name of Agro-

climatic zone

covers w/s area

Area in

ha

Name of villages Major soil types Topography

Type Area

1 I A 1389 Amarpura Sandy Loam 1340 Undulating

2 I A 1295 Anopnagar Sandy Loam 1260 Undulating

3 I A 985 Rampura Sandy Loam 940 Undulating

4 I A 1504 Sonalpura Sandy Loam 1480 Undulating

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Table no. : 8 Flood and drought condition

S. No. Village Flood (Incidence) Drought (Incidence)

1 Amarpura Nil Once in three year

2 Anopnagar Nil Once in three year

3 Rampura Nil Once in three year

4 Sonalpura Nil Once in three year

Table no. : 9 Climatic conditions S.

No.

Year Rainfall (mm) Temperature (degree centigrade) Highest intensity of

rainfall (mm in a

day)

Annual

Rainy days

Maximum Minimum

1 2010 420 48.5 6.3 121 33

2 2009 145 48.0 7.4 45 10

3 2008 270.2 47.5 6.1 44 16

4 2007 201 46.0 6.2 43 17

5 2006 205.5 46.5 5.8 33 18

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The rainfall is scanty which has resulted in recurrent phenomenon of drought in every two to three

years. The average rainfall of this area is about 250 mm (from past five year data) with a highest intensity

of 121 mm within span of a day. This uneven distribution is leading to runoff of soil every year to the

streams resulting in silting of the village tank.

Table no. : 10 Physiography and relief S. No. Village Area Highest

contour level

Lowest contour

level

Level difference

Length of travel

% slope

1 Amarpura 1340 370 362 8 1930 0.41

2 Anopnagar 1260 368 360 8 2265 0.35

3 Rampura 940 354 345 9 2940 0.31

4 Sonalpura 1480 330 321 9 4660 0.19

Table no. : 11 Slope Detail of Watershed

S. No. Slope % Area

1 0-1 % 1340

2 1-3 % 2200

3 3-5 % 1480

Total 5020

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Table no.: 12 Erosion status in project Area

Cause Type of erosion Area affected (ha) Run off(mm/

year)

Average soil loss

(Tonnes/ ha/ year) Water erosion

a Sheet 3570 50

b Rill 460 NA

c Gully NA

Sub-Total 4030

Wind erosion 990 NA

Total for project 5020 NA

Project Area is affected by water erosion & wind erosion both, such that loss of soil fertility takes

place every year. Production depleting year by year. It is major problem of Watershed

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3.1.3 Land and Agriculture Lack of surface water source and very deep ground water has limited the sufficient base for irrigation

as well as drinking purpose. The average land holding is about 6.5 ha ranging from 1 to 20 ha. Lack of

irrigation source forces the majority of the farmers to migrate to ensure their livelihood. This affects

directly the demographic profile of the Watershed. The major crops cultivated by the farmers are Bajra

(Pearl millet). Some of the farmers have Tube well as source of irrigation and take up Rabi crop also. The

soil and moisture conservation measures such as earthen bunds and farm bunds in the area will help them

to take up rabi crop of wheat, Arandi and cumin in the residual moisture.

Table no. : 13 Land ownership details

S. No. Village Total owned land (ha)

Gen OBC SC ST

No. Area No. Area No. Area No. Area

1 Amarpura 12 39.68 220 505.92 0 0 0 0

2 Anopnagar 29 116.16 25 33.12 10 38 0 0

3 Rampura 2 11.68 35 53.12 0 0 0 0

4 Sonalpura 53 135.52 59 229.6 15 70.08 3 16.8

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S. No. Village Total owned land (ha)

Type of farmer

Large Small Marginal BPL

No. Area No. Area No. Area No. Area

1 Amarpura 45 291.36 79 200.32 16 11.36 45 10.3

2 Anopnagar 10 66.08 55 78.4 3 1.92 11 9.02

3 Rampura 15 31.04 25 31.2 3 2.56 8 7.06

4 Sonalpura 30 304.64 33 136.8 10 4.64 18 20.56

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Table No: 14 Land use & land classification S.N.

Name of village Micro no

Arable Land Non arable land

(community Land) Road/ Other

total land

Irrigated

Un Irrigated

fellow

Govt. Panchayat land

Ha. Ha.

DLT & magra

Pasture

Nadi Aagor

Habitation

Ha. Ha. Ha. Ha. Ha. Ha. Ha. 1 Amarpura Cluster 32 695 70 1 0 3 1 2 1340

2 Anopnagar Cluster 34 125 15 1 15 2 1 3 1260

3 Rampura Cluster 41 133 18 2 0 3 1 2 940

4 Sonalpura Cluster 29 830 126 5 0 5 5 3 1480

Table No: 15 Agriculture

S. No. Village Net sown area (ha)

One time Two times Three times

1 Amarpura 695 28 0

2 Anopnagar 125 38 0

3 Rampura 455 41 0

4 Sonalpura 839 26 0

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Table No: 16 Crop details

S.

No.

Village Net sown area (ha.) in Kharif

Bajra Gowar Moong Moth Til

1 Amarpura 410 50 100 135 0

2 Anopnagar 85 40 30 40 5

3 Rampura 81 45 32 33 10

4 Sonalpura 386 120 145 160 20

S. No. Village Net sown area (ha.) in Rabi

Wheat Arandi Sarson Onion Garlic

1 Amarpura 17 9 4 0 0

2 Anopnagar 20 11 6 0 0

3 Rampura 20 12 5 0 0

4 Sonalpura 12 8 4 0 0

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Table No: 17 Crop production S. No. Crop production Kg per ha.

Wheat Bajra Moong Moth Onion Arandi

1 1500 1700 385 380 21000 210

3.1.4 Livestock Majority of community in the Watershed depends on cows and buffaloes for milk. Lack of rain

reduced the fodder availability for animals in Watershed area. This leads to migration to other parts of the

country with their herds of goats and sheep. Milk production is very low and there is no dairy co operative

in the Watershed.

Table No : 18 Livestock S.

No.

Village Cow (No.) Buffalo

(No.)

Goat (No.) Sheep

(No.)

Camel

(No.)

Other

(No.)

1 Amarpura 118 10 0 25 5 10

2 Anopnagar 80 5 5 22 0 0

3 Rampura 22 4 12 13 0 0

4 Sonalpura 33 2 10 14 2 12

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Table No: 19 Milk Production

S. No. Village Cow (ltr/annum) Buffalo (ltr/annum) Goat (ltr/annum) Total (ltr/annum)

No. Milk No. Milk No. Milk No. Milk

1 Amarpura 100 2010 4 160 0 0 304 3180

2 Anopnaga

r

15 300 2 80 5 1.5 32 455

3 Rampura 15 300 0 0 12 70 29 370

4 Sonalpura 25 515 0 0 10 2.5 125 1025

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Table No: 20 Drinking water

S. No. Village Ground water

table (Ft.)

Source of

drinking water

Availability in

months

Quality

1 Amarpura 445 Tube well 12 Slightly Saline

2 Anopnagar 442 Tube well 12 Slightly Saline

3 Rampura 389 Tube well 12 Slightly Saline

4 Sonalpura 550 Tube well 12 Slightly Saline

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3.2 Socio-Economic Profile

3.2.1 Demographic Status Jodhpur 47 Watershed project has a total of 414 households with a population of 3568 (as per base-

line survey) out of which 1879 are male and 1689 female .The sex ratio is 898 female to 1000 male. There

are 176 BPL families. The average family size is 6. The literacy rate is very low i.e. 21.7 per cent; male

literacy rate is 29.7 per cent (of total male population) and female literacy rate is as low as 6.75 per cent

(of total female population). It is noticeable that only five persons have reached up to Secondary standard.

The major castes in the Watershed are Mohmmadan, Rajput, Bishnoi, and SC communities. Majority of

population is involved in agriculture and animal husbandry.

Table No: 21 Demographic information

S. No. Village Population SC / ST population

Male Female Total Male Female Total

1 Amarpura 240 230 470 0 0 0

2 Anopnagar 263 253 516 6 5 11

3 Rampura 216 223 439 0 0 0

4 Sonalpura 162 142 304 5 4 9

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Table No: 22 Literacy rate

S. No. Village Literacy

Total % Male % Female %

1 Amarpura 61 9.89 55 16.47 6 2.12

2 Anopnagar 337 32.85 247 44.58 90 19.07

3 Rampura 67 35.08 56 53.33 11 12.79

4 Sonalpura 278 31.01 197 43.78 74 17.45

Table No: 23 Poverty

S.

No.

Village Total

household

Total BPL

HH

% of BPL

HH

Landless HH % of Land

less HH

1 Amarpura 112 45 40.17 10 8.92

2 Anopnagar 30 11 36.66 2 6.66

3 Rampura 25 8 32 0 0

4 Sonalpura 42 18 42.85 3 7.14

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3.2.2 Migration Pattern

People migrate during summer season to different parts of state and country like Jodhpur,

Delhi, Mumbai and Amritsar as daily wagers and truck drivers. Lack of irrigation facility,

employment and fodder availability force these people to migrate to other places.

Table No: 24 Migration details

S.

No.

Village Total

Population

Migration Migration by months Income

during

migration Total Male Female Up to 3

months

3-6

months

>6

months

1 Amarpura 870 15 15 0 5 0 10 60000

2 Anopnagar 1567 16 14 2 4 4 8 38000

3 Rampura 1215 6 6 0 2 2 2 24000

4 Sonalpura 874 10 10 0 3 5 2 40000

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Table No: 25 Village infrastructures

S.

No.

Village Pucca

road to

village

Schools Aangan

wadi

Post office Milk

collection

centre

PHED

tube well

PHC

1 Amarpura Yes 1 1 0 0 0 0

2 Anopnagar No 1 1 0 0 0 0

3 Rampura Yes 1 1 0 0 0 0

4 Sonalpura Yes 1 1 0 1 1 0

Table No: 26 Facilities / HH assets

S.

No.

Village HHs with

electricity

HHs with

safety

latrines

HHs with

phones

HHs with

vehicle

HHs

with

TV set

HHs

with

LPG

gas

HHs

with

fridge

HHs

with

Tube

Well

1 Amarpura 84 3 295 175 33 20 0 10

2 Anopnagar 20 6 33 50 9 10 0 5

3 Rampura 41 7 65 49 11 20 0 12

4 Sonalpura 82 2 144 143 9 15 0 0

Jodhpur -47

The Jodhpur 47Watershed comes under arid zone. So farmers grow crop according to the rainfall. If

they get good rainfall they generally grow high value crops like mustard, cumin, Cotton, Moong etc. In case

of low rainfall they go for Bajra. So we can say that monsoon decides cropping patterns of Jodhpur

47Watershed.

The Jodhpur 47 Watershed area has low productivity because of the following

reasons:-

i) Full dependence on monsoon Jodhpur 47Watershed is dependent on monsoon. Water is essential input in agriculture. Due to the

absence of proper irrigation facility, most of the cultivated area depends on the uncertain monsoon.

Therefore, the success or failure of the monsoon determines the success or failure of agriculture

production. The rainfall is unreliable due to two factors: untimely and inadequate

ii) Low use of fertilizer per unit cropped area Farmers do not use sufficient fertilizer due to lack of water, scarcity of fertilizer in market and

insufficient money for fertilizer. Many a times they don’t get fertilizer at the right time.

iii) Traditional farming methods This also leads to low productivity. There is a lot of ignorance about the use of new farming

methods and technologies such as multiple cropping. They don’t use FYM and other input in a proper

way that is why they don’t get 100% output. So these factors contribute to low productivity.

Jodhpur -47

iv) Lack of adequate farm machinery Even today a large number of farmers in Jodhpur 47Watershed use traditional methods of ploughing

and irrigation. They don’t have adequate machinery like seed drill, Combine harvester etc. So, old

machineries take more time in tillage practices

iv) Lack of good quality seeds and fertilizers: Good quality seed, fertilizer and pesticide are important factor in agriculture productivity. The

use of good quality leads to higher land productivity. In Lavera Kalan, however, there are two

limitations in the use of fertilizer. First these fertilizers are most useful in irrigated condition. But in Jodhpur

47most of the land depends on rainfall, mostly farmers use nitrogenous fertilizers especially urea.

This has resulted in disproportionate use of fertilizer depleting the quality of land

v) Lack of other facilities such as storage and marketing 5-10% of agriculture product damage after harvesting due to scarcity of proper storage and proper

market for sale. So he sells to local traders at the low prices. Farmers mainly face proper means of

transportation and roads. and second problem is farmers don’t have proper storage facilities.

Jodhpur -47

Jodhpur -47

CHAPTER - 4

WWAATTEERRSSHHEEDD AACCTTIIVVIITTIIEESS

Jodhpur -47

Watershed Activities Watershed management as a strategy has been adopted by Government of India especially in the rain-fed

regions of semi-arid tropics. These regions are characterized by low and undependable rain, low soil fertility, poor

infrastructure development, low literacy and high incidence of migration. Several studies have identified that there

is a dire need of a systematic and scientific approach to deal with Watershed development. The common

guidelines generate a fresh and flexible framework for the next generation Watershed development.

4.1 Scientific Planning

(i) Watershed Approach This envisages a broader vision of Geo-hydrological unit which involves treating a Watershed of micro-

Watershed. The Jodhpur 47Watershed project consists of five village. Further Jodhpur 47Watershed project is in

continuation with other Watersheds namely RANERI (DDP V), RANERI (Hariyali II) projects, this gives an

element of continuation of the programme.

(ii) Base line survey To access the impact of any Watershed development programme a detailed base line survey has to be

conducted. This acts a benchmark for any intervention during and post implementation of any development

programme. A detailed base line survey was undertaken by WDT which involved household census survey, Bio-

physical survey and village level data collection. Household census survey includes a detailed questionnaire which

was filled by visiting each and every household in the villages. This gave in the details of the demographic profile

of the village, the literacy percentage, SC/ST population, number of BPL household, cattle population, and net

consumption rate in the village, average milk production of the cattle and various schemes running and their

Jodhpur -47

benefits.

Bio-physical survey was undertaken to identify various natural resources available in the villages. It included

the soil typology, well in the area, crop taken in the field, cropping pattern, fertilizer used and various sources of

irrigation in the field.

(iii) Participatory Rural Approach (PRA) The past experience of Watershed has given tremendous input to focus on creating accountability of the

stakeholders towards the programme. This has created an emphasis to include all the stakeholder communities

and their local indigenous technological knowledge while planning for any activity. Participatory Rural Approach

provides a new path for planning, implementing, monitoring and post-withdrawal activities with a complete

accountability of the stakeholders. Various PRA techniques like resource mapping, social mapping and season

calendars were used to understand the physical and social orientation of the village in general and the Watershed

in specific.

(iv) Use of GIS and Remote sensing for planning Use of various high science tools has been promoted at various stages of Watershed development.

(A) Prioritization Geographical Information System (GIS) has been used for prioritization process. Various parameters were taken

into account like Geo-morphological, Soil, BPL population, Ground water status, Drinking water situation and Slope

percent. These were all given proper weightage according to the DoLR specification. This helped in prioritization of

various Watershed area.

Jodhpur -47

(B) Planning State Remote Sensing Application Centre has provided various maps like slope map, contour map, Land use land

cover map, Satellite image maps were used to identify each and every water conservation structures available in

the project area. Contour map of vertical interval of 1 meter at a scale of 1:10000 was used for identifying various

locations for soil and water conservation structures.

(C) Topographical survey of DLT There is a good drainage line in the Watershed, so for treatment of drainage line a topographical survey was

essential. This help in selection of site for LSCD, Nallah bunding and Masonry check dams.

Table No. 27 Details of Scientific planning and Inputs in the project S. No. Scientific criteria / inputs used Whether Scientific

criteria used

1 A. Planning

a. Watershed approach Yes

b. Whether technical back-stopping for the project has been arranged?

If yes, mention the name of the institute

c. Baseline survey Yes

d. Hydro-geological survey Yes

e. Contour mapping Yes

f. Participatory Rural Approach (PRA) Yes

g. Remote sensing data Yes

Jodhpur -47

h. Ridge to valley treatment planning Yes

i. Online IT connectivity between -

(1) Project and DRDA cell / ZP Yes

(2) DRDA and SLNA Yes

(3) SLNA and DoLR Yes

j. Availability of GIS layers -

(1) Cadastral map

(2) Village boundaries Yes

(3) Drainage Yes

(4) Slope map Yes

(5) Land use Yes

(6) Ground water status No

(7) Watershed boundaries Yes

2 Inputs

(1) Bio- pesticides No

(2) Organic manure Yes

(3) Vermi-compost Yes

(4) Bio-fertilizer No

(5) Water saving devices Yes

(6) Mechanized tools / Implements Yes

Jodhpur -47

(7) Bio-fencing Yes

(8) Automatic water level recorders & sediment samplers No

4.2 Watershed Development Approach and Strategy The developmental strategy is two pronged- technical and social, both integrated for sustainable

development of natural resources. Social strategy is for creating awareness and capacity building of community

for self-motivation and long term commitment to the project for its sustainability. Technical strategy is for

planning designing & implementation of activities for development of natural resources

4.2.1 Social Strategy

Participatory Approach for empowerment of Community: People’s participation is the key to sustainable

Watershed development programmes.

Demand Driven Project Proposals of the community and Flexibility in choice of Technology.

Equity for Resource Poor and Women: In all Watershed development projects thrust is on improving equity

by addressing needs of all sections of community

Social Audit

Linkages of Watershed community with Panchayat Raj Institutions: An important element of long term

sustainability is to forge linkages with permanent institutions in the area. So, linkages are forged between

the Panchayats and the Watershed communities.

Jodhpur -47

4.2.2 Technical Strategy

Ridge to Valley approach

In-situ moisture conservation

Reduce Runoff velocity

Rain Water harvesting with the approach of ‘Water Budgeting

Alternate land use i. e. Horticulture, Agro forestry, Pasture development & forestry plantation based on

land capability classification.

Flexibility in choice of Technology: Taking account of the high degree of heterogeneity in the socio

economic and agro ecological conditions in rain fed areas, a high degree of flexibility is provided in the

choice of appropriate, at the Watershed level

Low cost, replicable & indigenous technologies

Jodhpur -47

4.3 Institution building 4.3.1 Watershed Committee (WC)

Watershed committee is constituted by Gram Sabha to implement the Watershed project with

technical support of WDT. The committee is registered under society registration act 1860. The Gram Sabha

of the Gram Panchayat select the chairman of the w/s committee with the secretary who will be a paid

functionary. In Jodhpur 47Watershed two w/s committee were formed namely Anopnagar w/s committee of

Raneri gram panchayat Raneri . Since the Watershed covers area of one gram panchayat so separate w/s

committee were constituted.

Table No. 28 W/s Committee Anopnagar S. No. Name Designation Sex Category Educational

Qualification

1 JASWANTA RAM S/O PHATU RAM President M OBC Middle

2 PRADEEP S/O BAGDU RAM Secretary M OBC Graduate

3 BALKISHAN S/O BHARMAL RAM Member M OBC Literate

4 SOPARI W/O BAGDU RAM Member M OBC Literate

5 BIRBAL RAM S/O CHOTHA RAM Member M OBC Literate

Jodhpur -47

6 BHAGWANA RAM S/O HARCHAND RAM Member M OBC Illiterate

7 TAJA RAM S/O MODA RAM Member M SC Literate

8 BHAGWANA RAM S/O GANPAT RAM Member M OBC Literate

9 RUPA RAM S/O KOJA RAM Member M OBC Literate

10 RUPA RAM S/O KANA RAM Member M OBC Literate

11 MAHI RAM S/O BUDHAR RAM Member M OBC Literate

12 SUSILA DEVI W/O BABU LAL Member F OBC Literate

13 JUGTI W/O MADHU RAM Member F OBC Illiterate

Details of Bank Account : For each water shed committee, the separate saving bank account has been opened with the name of

Sarpanch, Secretary WC and WDT member (Junior Engineer). One separate Watershed Development Fund (WDF)

account will be opened for each committee. In the WDF Account no transaction will be done only the contribution

received from beneficiaries will be deposited. The details of bank account are :

Jodhpur -47

Table No. 29

S.No.

Watershed

Committee

Account No. Bank Name

Saving A/C No. WDF A/C No.

1. Anopnagar 08810110016640 UCO Bank Bap

Table No. 30

S.no Name of the Gram Panchayat Date on which Grama Sabha

approved EPA

1. Raneri 16-12-2011

Jodhpur -47

4.3.2 Self Help Group Self Help Groups are motivated, small homogenous groups organized together through credit and

thrift activities. Self Help Group initiative especially for women help uplift their livelihood, generally Self

Help Groups include landless and poor men and women.

Before formation of the SHGs during PRA activities focused group discussion (FGDs) were held with the

women, which came up with the following observations

a) Lack of proper credit facilities due to low intervention of formal financial credit institution.

b) Excessive exploitation of weaker section by money lenders

c) Lack of attitude for saving among poor people.

d) Lack of knowledge on credit and thrift activity and banking.

Status of new SHG is shown in table no.33

4.3.3 User Group User Groups are normally formed to manage an activity or asset created under the programme on

a long term basis. The User Group collect user charges from their members, oversee the works and

manage the benefits.

It was decided that each group would formulate certain internal rules and have a feeling of ownership

with community spirit.

Jodhpur -47

Table No. 33 Status of SHG (New)

Gram Panchayat : Raneri S Name of Saving Since Details of Saving account in Bank Amount Financial Details of revolving fund

No. SHG per when

Loan activities

if any received from any agency

(No. of Month saving Dt.of (with date) Agency Amount Status of

Members) (Rs.) Done by Name Opening taken of Fund Repayment

Group of Bank A/c No. the A/c from Bank (Rs.)

1 2 3 4 5 6 7 8 9 10 11 12 1 Andi dadi

mahila SHG (10 member)

100 Co-Operative Bank Bap

3450 05.12.11

2 Jai hanuman SHG (10 member)

100 Co-Operative Bank Bap

3496 26.04.12

3 Shamrathal mahila SHG (10 member)

100 Co-Operative Bank Bap

3453 14.12.11

Jodhpur -47

4.4 Physical activities to be undertaken

4.4.1 Entry Point Activity (EPA) EPA activities are taken up under Watershed project to build a rapport with the village community at

the beginning of the project, generally, certain important works which are in urgent demand of the local

community are taken up. A group discussion was conducted with Watershed development committee

regarding the EPA activity. It was conveyed to the WC that an amount of Rs. 18.648 Lakh was allotted for

EPA activity, which was 4% of total allocated budget. The villagers discussed various activities which they

felt is important but after a brief discussion it was conveyed to them that only those activities can be taken

which revive the common natural resources. It was also taken into priority that there should be an

instrument of convergence which will result in sustainability of activities.

Table No. 30 Entry Point Activity (EPA) S.

No.

Name of WC Amount

earmarked for

EPA(Lakh)

Entry Point Activity planned Estimated Cost

(Lakh)

1 Jodhpur-47 30.12 Installation of Solar light 6.60

Rain water harvesting structure (Tanka) 20.00

Repairing of Rain water harvesting

structure (Tanka)

3.52

Jodhpur -47

4.4.2 PRODUCTION MEASURES

4.4.2.1 AGRO FORESTRY

Suitable forestry plants like Khejri, Ardoo, Desi Babool, Neem, Kumtha etc. are planted on the field

boundaries to meet the fuel & fodder requirements of the farmer.

4.4.2.2 MIXED HORTICULTURE

Suitable horticulture plants like Mango, Lemon, Guava, Ber, Pomegranate, Anwala etc. are grown with

the crops, to improve the income & nutrition level of the cultivators. A water harvesting structure (Tanka)

is constructed to fulfill the water requirement of horticulture plants

4.4.2.3 CROP DEMONSTRATION

To show the quantitative and qualitative difference between traditional and improved practices/ inputs

and in order to motivate the farmers to adopt improved agricultural practices/ inputs recommended by the

Research Institutions/ Department of Agriculture, demonstrations are conducted in a small area of 0.5 ha.

4.4.2.4 ORGANIC FARMING SYSTEM/ COMPOST PITS

Organic manure is decomposed agricultural waste and cow dung, which is applied in the field in place

of chemical fertilizers. It is cheaper, locally available and without any kind of side effect.

Jodhpur -47

4.4.2.5 HOMESTEAD KITCHEN GARDENS

Emphasis is given on developing backyard gardens to meet the day to day needs of the vegetables of

the villagers.

4.4.2.6 PASTURE DEVELOPMENT

To meet the fuel, fodder, timber requirements

of the community and to increase the carrying

capacity of the degraded pastures, proper

fencing, planting and over seeding of grasses

like Dhaman, Sevan, Stylohameta is done on

Govt./Panchayat and Pasture lands.

Conservation measures are also adopted to

conserve soil and water. Contour furrows/

trenches are excavated on the contours and

pits are dug in the trenches for plantation.

Jodhpur -47

4.4.2.7 FENCING

Fencing is necessary to protect the production measures and pastures developed on non arable

lands. The fencing is designed in such a way that it intercepts runoff and conserves rain water. Different

types of fencing are as under:

1. DITCH CUM BUND (DCB)

This is most popular method of fencing. A ditch of particular cross section considering the type of

the soil is dug around the pasture area. The aim is to prevent cattle from entering the protected area. The

soil so excavated is used for construction of a bund. It can be fortified with local species of vegetation.

2. STONE WALL FENCING

Stone wall fencing is done in area where stone is locally available especially in hilly areas. The stone

wall is constructed to prevent the cattle from entering the protected area.

4.4.3 CONSERVATION MEASURES

4.4.3.1 CONTOUR CULTIVATION

Cultivation is done along the contours. This forms the mini barriers across the flow path of the

runoff, which conserves rain water in situ & check soil erosion. Effectiveness of contour cultivation varies

with slope, crop cover and soil. It is most effective on moderate slope ranging from 1 to 5%

Jodhpur -47

4.4.3.2 CONTOUR BUND/ CONTOUR VEGETATIVE HEDGE

Contour bunds are small earthen bunds constructed along the contour on the agriculture lands to

check soil erosion and conserve sufficient moisture to grow crops. These bunds are purified with locally

available vegetation like Khus, Munja, Dhaman and Stylo Hamata are raised on the bund.

4.4.3.3 V DITCH

These are constructed parallel to contour in areas of gentle slope to conserve in sito moisture and to

check velocity of run off.

4.4.3.4 STAGGERED TRENCHES

Number of rows of trenches are dug in hilly areas having steep slopes. Distance between two

trenches is kept equal to the length of a trench. Adjacent rows are staggered to reduce the maximum

length of runoff for better retention. These trenches check the velocity of runoff as well as conserve in-situ

moisture and check soil erosion.

Jodhpur -47

4.4.3.5 WATER HARVESTING STRUCTURE (TANKA) Tanka is a covered masonry runoff storage tank

which collects runoff water from artificial

catchment constructed around it. It is also an

age old practice in the desert areas and is used

for harvesting surface runoff water for life saving

irrigation and drinking purposes.

4.4.3.6 LOOSE STONE CHECK DAM These structures are constructed in small and

medium size gullies using locally available

stones/ boulders as dry masonry. A waste weir is

also provided to discharge the peak runoff safely

from the catchment.

Jodhpur -47

4.4.3.7 EARTHEN DAM

These are constructed in medium to large size gullies

by making earthen embankment in the nallah bed

across the drainage line duly supported by locally

available vegetation/ grass. They are provided where

separate surplus arrangement for water is available at

site.

4.4.3.8 DUG OUT POND (NADI)

It is a water harvesting structure constructed in middle to large drainage lines across the flow to store

surplus runoff . The pond is constructed near the point of use where maximum water can be stored

requiring minimum amount of earth work. The earthen bund is fortified with vegetation and waste

weir.

Jodhpur -47

4.4.3.9 MASONRY CHECK DAM

It is a weir like masonry structure constructed across the natural drain/ nallah which intercepts the

runoff from local catchment and stores it for optimum utilization. This helps in recharging of

surrounding wells. The stored water can also be used for lift or flow irrigation as well as for drinking

purposes of human and livestock population. Due to these direct and indirect benefits, masonry check

dam is in great demand in the rural areas.

Jodhpur -46

CHAPTER - 5

AANNNNUUAALL AACCTTIIOONN PPLLAANN

Name of the Project IWMP-47 Macro/Micro ClusterG.P. 1 NO. W C AnopnagarBlock Bap Scheme/Batch IWMPDistrict. Jodhpur Date of Sanction 0-JanVillage Covered 10 NO. Date of

Approval of Project outlay 753 LACTotal Area 5020 Hectare No. of SHG's formed 60No. of WC's formed 1 No. of UG's formed 125

Geographical Area 5173 HaEffective Area 5020 HaProject outlay 753 LACTotal Arable land

1. Irrigated 878 Ha2. Unirrigated 3750 Ha

Total Nonarable land1. Pasture 250 Ha2. Govt. / waste /OTHER LAND 142 Ha

QTY. RATE AMOUNT PHY FIN PHY FINI. ADMINISTRATIVE COST 10% 75.3

1 WDT MANDEYA 21.082 W C SEC MANDEYA 13.553 OFFICE EXPENSES (JEEP/STATIONARY & OTHER) 40.66

SUB TOTAL 75.30 75.30 75.30II MONITORING 1% 7.530 7.53 7.53 7.53III EVALUATION 1% 7.530 7.53 7.53 7.53

90.36 90.36 90.36W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY 4% 30.120 30.12 30.12 30.121 SOLAR LIGHT2 WATER TANKA3 REPAIRING OF TANKA

6 OTHER30.12 30.12 30.12

S. N.Watershed Committee Project

TotalRanari

CHAPTER-V PROPOSED DEVELOPMENT PLAN

NAME OF ACTIVITYTARGET

Ranari

WATERSHED COMMITTEE WISE WORK PLAN OF TOTAL IWMP-47

TOTAL

TOTAL

G TOTAL IWMP-II, BLOCK-BASSI,JAIPUR 1

QTY. RATE AMOUNT PHY FIN PHY FINS. N.

Watershed Committee ProjectTotalRanariNAME OF ACTIVITY

TARGET

V TRAININGS & CAPACITY BUILDING 5% 37.6501 USERS GROUP(i) KHARIF

(ii) RABI(iii) HORTICULTURE(iv) PASTURE DEVELOPMENT2 OTHERS TRAINING & CO

37.65 37.65 37.65VI DETAILED PROJECT REPORT 1% 7.530 7.53

7.530 7.53 7.53 7.53TOTAL 75.30 75.30 75.30

W/S WORK PHASE

VII NRM 56% 421.6801 ARABLE CONSERVATION WORK(i) Earthen Bund 1800 13300 239.40 1800 239.40 1800 239.40

(ii) WHS (Tanka) 164 80025 131.24 164 131.24 164 131.24(iii) Waste weir 25 13000 3.25 25 3.25 25 3.25(iv) Gulley Control Structure Nallah Bunding 7 10000 0.70 7 0.70 7 0.70

(v) Farm Pond 6 500000 30.00 6 30.00 6 30.002 NON ARABLE CONSERVATION WORK 0 0 0.00 0 0.00 0.00(i) V Ditch for PD 10 17900 1.79 10 1.79 10 1.79

(ii) Staggered Contour Trenches for PD 0 12700 0.00 0 0.00 0 0.00(iii) Dug out Pond 5 50000 2.50 5 2.50 5 2.50(iv) WHS (Tanka) 16 80000 12.80 16 12.80 16 12.80(v) Nallah Bunding with ww 0 19000 0.00 0 0.00 0 0.00

421.68 421.68 421.68

VIII LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON 9% 67.77 0 0.00

1 Revolving fund to SHG 164 25000 41.00 164 41.00 164 41.002 Revolving fund to Individul 28 25000 7.00 28 7.00 28 7.003 Grant add to Fedration of SHG 10 200000 19.77 10 19.77 10 19.77

67.77 67.77 67.77

TOTAL

TOTAL

TOTAL

G TOTAL IWMP-II, BLOCK-BASSI,JAIPUR 2

QTY. RATE AMOUNT PHY FIN PHY FINS. N.

Watershed Committee ProjectTotalRanariNAME OF ACTIVITY

TARGET

VIII PRODUCTION SYSTEM & MICRO ENTERPRISES 10% 75.300For Arable Land

1 Arable bund2 Agro Forestry 3033 73 2.21 3033 2.21 3033 2.213 Horticulture Plantation with fencing & Tanka 10 24700 2.47 10 2.47 10 2.474 Horticulture Plantation without fencing (Orchard) 10 10000 1.00 10 1.00 10 1.005 Vermi Compost 4 24000 0.96 4 0.96 4 0.966 Crop Demonstration 900 5000 45.00 900 45.00 900 45.007 Homested Kitchen Gerden 200 1000 2.00 200 2.00 200 2.008 Medicinal Plants 100 3000 3.00 100 3.00 100 3.00

For Non-arable Land 0 0 0.00 0 0.00 0 0.001 V Ditch for PD 40 2200 0.88 40 0.88 40 0.882 Staggered Contour Trenches for PD 0 900 0.00 0 0.00 0 0.003 Fencing of PD (by SW) 0 0 0.00 0 0.00 0 0.004 Fencing of PD (by DCB) 40 21940 8.78 40 8.78 40 8.782 LIVESTOCK MANAGEMENT 0 0 0.00 0 0.00 0 0.00(i.) Animal Health Camp 30 20000 6.00 30 6.00 30 6.00(ii) Vaccination 0 0 1.00 0 1.00 0 1.00

(iii) Purchase of Bull / Pada 4 25000 1.00 4 1.00 4 1.00(iv) A I 0 0 1.00 0 1.00 0 1.00

75.30 75.30 75.30IX CONSOLIDATION PHASE 3% 22.590 22.59 22.59 22.59

GRAND TOTAL 753.00 753.00 753.00

TOTAL

G TOTAL IWMP-II, BLOCK-BASSI,JAIPUR 3

Format -1

Name of Project :- IWMP-47 Block: Bap Distt.:- Jodhpur

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) 10 ha 0 10 0 0 0

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 1800 ha 400 300 300 400 4001.2.3 Graded Bunding ha

1.2.4 Bench Terracing ha

1.2.5 Others ha

1.3 Vegetative and Engineering Structure 1.3.1 Earthen Checks Cubic

meter

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 nos1.4 Water Harvesting Structure (New created)

1.4.1 Farm ponds nos

1.4.2 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 7 19 4 0 6

1.5 Water Harvesting Structure (Renovated) 1.5.1 Farm ponds 175 nos 32 35 32 27 49

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 nos1.6 Water Harvesting Structure ( Storage capacity of New

1.6.1 Farm ponds Cubic meter 640 700 640 540 980

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

1.7.4 Percolation tanks Cubic meter

1.7.5 Ground Water recharge structure

Cubic meter

1.7.6 Others Cubic meter

Physical Target (Watershed Works)

Financial yearwise Physical Target Unit

(ha/nos/Rmt/Cubic meter)

Total Target

(Quantity)

Name of Head Name of Activity Name of Subactivity

Financial yearwise Physical Target Unit

(ha/nos/Rmt/Cubic meter)

Total Target

(Quantity)

Name of Head Name of Activity Name of Subactivity

2.EPA 2.1 No. of EPA activities

nos

2.2 No. of water extracting unit created

nos

3.Institution & Capacity Building

3.1 SHG Formation (Newly created) 3.1.1 No. of SHG nos

3.1.2 Total No. of SHGs members nos

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

3.3 UG Formation 3.3.1 No. of UG nos3.3.2 Total No. of members of UGs nos

3.4 Formation of Federation 3.4.1 No. of Federation nos

3.4.2 Total No. of members of Federation nos

3.5 Capacity building 3.5.1 No. of Training nos 5 6 6 5 53.5.2 No. of Persons trained nos 250 300 300 250 250

4.Livelihood activities for the asset-less persons 4.1 No. of activities nos 2 3 3 2 1

4.2 No. of Beneficiaries nos 90 135 135 90 45

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 nos

5.5 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 nos

5.6.2 No. of Beneficiaries nos

Format -2

Name of Project :- IWMP-47 Block: Bap Distt. :- Jodhpur

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

1.1 Land Development (Productive use) 1.1.1 Afforestation

1.1.2 Horticulture

1.1.3 Agriculture

1.1.4 Pasture 0.88 0.00 0.44 0.44 0.00 0.001.1.5 Others 74.42 15.33 19.86 19.76 10.49 8.99

1.2 Soil & Moisture Conservation

1.2.1 Staggered trenching1.2.2 Countour Bunding1.2.3 Graded Bunding1.2.4 Bench Terracing

1.2.5 Others 239.40 53.20 39.90 39.90 53.20 53.201.3 Vegetative and Engineering Structure

1.3.1 Earthen Checks1.3.2 Brushwood Checks

1.3.3 Gully plugs

1.3.4 Loose bolder1.3.5 Gabion structure

1.3.6 Others

1.4 Water Harvesting Structure (New Created) 1.4.1 Farm ponds 144.04 25.61 28.01 25.61 21.61 39.21

1.4.2 Check dams

1.4.3 Nallah Bunds1.4.4 Percolation tanks

1.4.5 Ground Water recharge structure

1.4.6 Others 38.24 11.79 14.94 5.49 0.00 6.021.5 Water Harvesting Structure (Renovated) 1.5.1 Farm ponds

1.5.2 Check dams

1.5.3 Nallah Bunds1.5.4 Percolation tanks

1.5.5 Ground Water recharge structure

1.5.6 Others

2.Administrative Cost 2.1 Salary 47.439 6.8523 9.4878 12.1233 9.4878 9.48782.2 Others 20.331 2.9367 4.0662 5.1957 4.0662 4.0662

3.Monitoring 3.1 Monitoring of Projects 6.778 1.51 1.88 1.88 0.75 0.754.Entry Point Activity 4.1 Plan for EPA 30.12 21.08 9.045.Institution & Capacity Building 5.1 SHG Formation 41.00 8.00 10.00 7.50 7.50 8.00

5.2 UG Formation5.3 Formation of Federation 19.77 4.00 4.00 4.00 4.00 3.77

5.4 Capacity building 30.12 5.65 6.02 6.02 6.78 5.655.5 Others

6.DPR 6.1 Preparation Of DPR 7.53 7.537.Livelihood activities for the asset-less persons

7.1 Plan for Livelihood activities

8.Production system & micro-enterprises 8.1 Sericulture

8.2 Beekeeping

8.3 Poultry

8.4 Fisheries

8.5 Bio-fuel Plantation

8.6 Others 7.00 1.40 1.40 1.00 1.00 2.20

Financial Target (Watershed works)

Name of HeadName of SubactivityName of Activity Total Target Financial year

Amount (Rs. In lakh)

Format-4

To be entered at WCDC Level Financial Target IWMP-47 Projectwise

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

1 Administrative 1.506 1.506 1.506 1.506 1.506

2 Capacity building 1.506 1.506 1.506 1.506 1.506

3 Monitoring 0.151 0.151 0.151 0.151 0.151

4 Preparation Of DPR5 Any Other

FINANCIAL WCDC

No. HeadAmount (Rs. in Lakh)

Financial year

Format-6Capacity building plan (WCDC)

IWMP-47 Projectwise

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

No of trainings planned 2 3 3 2 1

No of persons to be trained 90 135 135 90 45

HeadAmount (Rs. in Lakh)

Financial year

Format-3

To be entered at PIA Level Financial Target IWMP-47 Projectwise

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

1 Administrative 9.789 13.554 17.319 13.554 13.554

2 Capacity building 5.648 6.024 6.024 6.777 5.648

3 Monitoring 1.506 1.883 1.883 0.753 0.753

4 Preparation Of DPR 7.5305 EPA 21.084 9.036

6 Any Other

FINANCIAL PIA

Amount (Rs. in Lakh)Financial yearHeadNo.

Format-5Capacity building plan (PIA level)

Name of Project : IWMP-47 Block: Bap District : Jodhpur

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

1 No of trainings planned 5 6 6 5 5

2 No of persons to be trained 250 300 300 250 250

Financial yearNo. Head

Jodhpur -46

CHAPTER - 6

PPRROOJJEECCTT OOUUTTCCOOMMEESS

Jodhpur -46

1. Project Outcome :

By the end of the project, in the project area, it is expected that the water level in the tube-wells increases

considerably and sufficient water for man and productivity should be increased after the completion of the project.

Few parameters which are expected to be increased after the completion of completion as the project are as follow :

S. No. Parameters Before Execution of

Project

Expected Increase after the

Completion of the Project

1 Availability of water

a. Average Water Table in the Wells 650 ft 300-350 ft.

b. Available Water in the Wells/Tube Wells Wells/Tube Wells/Ponds

2. Agriculture/ Horticulture

a. Total Sowing Area

b. (Net) Sown Area (ha)

c. Production of Major Crops:

Wheat

Bajara

Moong

26-29 quintal/ ha.

15-18 quintal/ ha.

3.5-4 quintal/ ha.

35-40 quintal/ ha.

20-25 quintal/ ha.

5-6 quintal/ ha.

d. Production of Rajka 600-700 quintal 800-1000 quintal

e. Average Production of Horticulture Plants

50-100 quintal

350-500 quintal (Different types of fruits plants Mango, Guava, Ber, Papaya, etc)

Jodhpur -46

3. Live Stock

a. Milk Production 3-7 kg/ animal 7-12 kg/ animal

b. Animal Diseases By regular camps, the various diseases will be reduced

4. Livelihood

a. Average income of family by

introduction of other micro

enterprises

Rs.2500-3000

per month

Rs.4000-5000

per month

b. SHG Groups 10 60 The various homogenous groups

will be constituted and the training of

different activities will be given,

especially for land less families.

During the project period (5-7 years), the various activities will be done. The natural resource management

activities will be done in between the project phase. The proposed NRM works in arable, non arable land and

drainage line treatment will increase the water table, production of agriculture/horticulture crops. Similarly the

livestock will increase the milk production. the year wise various outcomes of the project are as follows :

Jodhpur -46

S.

No.

Activity Unit Before

Project

During the Project Period

I Yr II Yr III Yr IV Yr V Yr VI Yr VII Yr

1. Engineering Structure

a.

Contour Bund, CVH,

Restoration of Old

structures, Gully

Control Structure

Hect. Nil 1000 2000 700

b. Earth Bunds, WHS,

Anicut

No. Nil

2. Increase of Agriculture Production due to construction of above Engineering Structure

a. Rabi Season (Main

Crops)

Wheat

Mustard

Qtl/ ha 29

12

29

12

29

12

35

14

37

15

39

16

40

18

40-50

18-20

b. Kharif Season (Main

Crops)

Bajra

Guar

Qtl/ ha 12.5

5.50

12.5

5.5

12.5

5.5

14

6.0

15

8

18

9

20

10

20-25

10-12

Jodhpur -46

3. Increase of Area of Agriculture Production of Engineering Structure

a. Rain fed Area Ha. 1350 3% 5% 7% 8% 10%

b. Irrigated Area Ha. 385 3% 5% 7% 8% 10%

c. Vegetable Area Ha. 20 3% 5% 7% 8% 10%

d. Pasture Development Ha. Nil 10 20

4. Water Table Depth

May m. 190 160 150 140 130 120

September m. 170 155 145 135 125 115

December m. 180 158 148 138 128 118 5. Availability of

Drinking Water

Dec. Dec. Dec. Dec. Jan. Jan. March May

6. Survival of Plants

Horticulture Plants Nos. 20 30 500 2500 5000 8000 10000 10000

Forestry Plants Nos. 100 50 450 1000 2500 4000 6000 8000

7. Milk Production per animal

Cow Kg. 4.5 4.5 4.5 5.5 5.5 6 7 7

Buffalo Kg. 7.5 7.5 7.5 8 8 8 9 9

Goat Kg. 2.00 2.0 2.0 2.0 2.5 3 3 3

8. Control on Migration No. Nil 10% 30% 40% 70% 80%

Jodhpur -46

Critical Assumption

No severe droughts/ unexpected floods/ natural disasters

Adequate funds are allocated for the same and released on time.

There is no significant pest/ disease attack, and if so, then it will have been contained before irreversible damage is done.

Adverse market conditions do not persist long.

Sound macro-economic and growth conditions continue and the benefits are widely distributed particularly in the rural areas.

Facilitating agencies and resource providers have the required competent staff so that timely and appropriate technical advice

and services are provided to farmers whenever required.

The Capacity Building Plan is implemented, monitored and modified to address evolving needs and feedback from participants.

The execution of the Women’s Empowerment Pedagogy is regularly monitored by the District and State level Implementing

Agencies

Means of Verification of indicators

Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning, mid-term and end of the project

period

Annual participatory assessment by communities during project period.

Regular project monitoring reports prepared by project monitoring teams/ agencies.

Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/ Individual beneficiaries/project-related

village and local bodies/PRIs.

External review missions

Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation, Animal Husbandry

Jodhpur -46

EXPECTED OUT COMES Item Unit of Measurement Pre-Project Status Expected Post Project Status Remarks

Status of Water Table (Depth of Ground Water level) Feet 100-150 50-75 Ground water structures repaired/ rejevenated No. Quality of drinking water Description Water with impurity Good water Availability of drinking water Description Not available Available by Govt. Scheme Change in irrigation area Ha 114 390 Change in cropping/ land use pattern Description Mostly single crop Double crop area increased

Area under Agriculture crop

1. Area under single crop Ha 4625 5840 2. Area under double crop Ha 114 390 3. Area under multiple crop Ha 0 0 Change in cultivated Area Ha 4625 5840

Yield of Major crops of area

1 Yield of Bajra Qtl/Ha 5 6-7 2 Yield of Wheat Qtl/Ha 20 30-35 3 Yield of Gram Qtl/Ha 6 10-12 4 Yield of Mustard Qtl/Ha 10-11 12-15

Production of major crops of

area

1 Production of Bajra Ton 1802 2109 2 Production of Wheat Ton 325 418 3 Production of Gram Ton 255 329 4 Production of Mustard Ton 556 717

Area under vegetation Ha 200 270 Area under horticulture Ha 0 5 Area under fuel Ha 100 150 Area under fodder Ha 100 200 Fodder production Qtl 650 1400 Milk production Lit/day 768 1500-1600 SHGs Active No. 8 40-60 No of livelihoods No. Income Rs in lakhs Migration No. 212 37 SHG Federations formed No. 1-2

Project outcomes

Watershed - Jodhpur 47

(a) Natural resource management

1 Erosion

At beginning After treatment At beginningAfter treatment At beginningAfter treatmentArea ha 1114 512 Area ha 32 22 Area ha 17 6

Sheet erosion Rill erosion Gully erosion

Area ha 1114 512 Area ha 32 22 Area ha 17 6

0200400600800

10001200

At beginningAfter treatment

Sheet erosion

Area ha

Area ha

05

101520253035

At beginning After treatment

Rill erosion

Area ha

Area ha

02468

1012141618

At beginningAfter treatment

Gully erosion

Area ha

Area ha

Project outcomes(b) Productivity Watershed - Jodhpur 47

At beginning

After treatment

At beginnin

After treatment

At beginnin

After treatment

At beginning

After treatment

At beginning

After treatment

kg/ha 1800 2100 350 520 400 560 400 600 180 300

Moth sesamumBajara Goar Mung

kg/haBajara At beginning

0

500

1000

1500

2000

2500

At b

egin

ning

Afte

r …

At b

egin

ning

Afte

r …

At b

egin

ning

Afte

r …

At b

egin

ning

Afte

r …

At b

egin

ning

Afte

r …

Bajara At beginning

Bajara After treatment

Goar At beginning

Goar After treatment

Mung At beginning

Mung After treatment

Moth At beginning

Moth After treatment

sesamum At beginning

sesamum After treatment

Project outcomes(b) Productivity Watershed - Jodhpur 47

At beginning

After treatment

At beginning

After treatment

At beginning

After treatment

At beginning

After treatment

kg/ha 1900 2800 24000 28000 1200 1500 165 205

Wheat CuminOnion Mustard

30000

kg/ha

0

5000

10000

15000

20000

25000

30000A

t beg

inni

ng

Afte

r tre

atm

ent

At b

egin

ning

Afte

r tre

atm

ent

At b

egin

ning

Afte

r tre

atm

ent

At b

egin

ning

Afte

r tre

atm

ent

Wheat At beginningWheat After treatmentOnion At beginningOnion After treatmentMustard At beginningMustard After treatmentCumin At beginningCumin After treatment

Project outcomes(C) Milk Production (C) Average Income Per Family

Watershed - Jodhpur 47

At beginning After treatment At beginning After treatmentLtr./ Year 13200 15600 Rs./ Month 2400 5000

IncomeMilk

12000

12500

13000

13500

14000

14500

15000

15500

16000

At beginning After treatment

Ltr./ Year

Ltr./ Year

0500

100015002000250030003500400045005000

At beginning After treatment

Income

Rs./ Month

Rs./ Month

Jodhpur -47

CHAPTER - 7

TTEECCHHNNIICCAALL DDEESSIIGGNN && EESSTTIIMMAATTEESS

CROSS-SECTION OF VEGETATIVE BUND IN ARABLE LAND

Top width =Based on seepage line checkSlope of seepage line 3:1

0.61.5 :1

1 :1 USDS 1

0.6

1 1.51 1.50.1 1.8 1.2 0.45 m

3.14.11 m

CS = (Tw+Bw) *Ht2

CS = 1.85 Sq.m.

Average Cross section 1.85 Sq.m.Length 1.00 m.Quantity 1.85 Cu.m.

DESIGN OF VEGETATIVE BUND IN ARABLE LAND

V.I = 0.305 (XS+Y) 0.305(0.8 x 2+1.0)

V.I = 0.549V.I Vertical intervalX= Rain Fall Factor 0.80.8Y= Factor due to soil infiltration & Crop cover 11S= Percent slope 21

He= (Re x VI)1/2

(50) 1/2

He= 0.6199 Say 0.60 mHe Depth of impoundingRe 24Hour rainfall excess in Cms. for 10 year recurrence interval 35V.I Vertical interval 0.549

Total Height of Bund = 0.6 + 0.4 1.00 mTop width of Bund = 0.6 mBottom width of Bund = 3.1 m

Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height2

X Section= ( 0.60+3.1) x 1.002

X Section= 1.85 Sq.m.

Estimate of One ha.

Length per ha. = 80 mtr

S. no. Name of work Item no. No Length

Width(TW+BW)/

2 Hight Qty Unit Rate Amount1 Earth work Excavation for making of

bund, laying in layers of 15 cm,

ESTIMATE OF VEGETATIVE BUND IN ARABLE LAND

bund, laying in layers of 15 cm,breaking of clods, sorting of grasspebbles, disposal of excavated materialup to 1.5 mt Hight and lead up to 50 mincluding dressing and compaction

119 B 1 80 1.85 1 148.00 Cum 93 13764.02 Sowing of seeds on the constructed

bund in three rows114 3 80 240 meter 0.6 144

3 Supply of Stylo/Dhaman seed @ 4 gm/ m in three rows

CAZRI Rate

3 80 0.96 Kg 150 144

14052.0Add 3% contingency 421.6

Total 14473.6Say 14500.0

Conservation Measure 14500.0Production Measure 0

Name of Work :- KhadinINTRODUCTION :

OBJECT :

The adventage of constructing such structure is:-

1. When rainfall is inadequate kharif can be taken

2. When rainfall is sufficient both kharif and rabi crop can be raised.

3. If the rainfall is in the latter end of the monsoon the water can be used for rabi

crops.

TECHNICAL REPORT

To conserve the moisture in the soil profile KHADIN’s are constructed as a bund across the slop on flater lands so

that runoff is spread over a larger cultivable area, this will improve soil fertility check soil erosion. While selecting the site

preference is given to the fields owned by the weaker sections of the society.

The problem can be solved upto certain extent by constructing different structures for harvesting the runoff water

which will increase the production. Construction of different structure will reduce the siol erosion and conserve the moisture

in the soil. The rabi crop can be taken by conserving the moisture in the soil. KHADIN is one of the water harvesting

structure which will reduce the soil erosion , provide labour employment in the area and increases the production by

conserving the moisture in the soil profile.

In arid and semi arid region rainfall is erratic, scanty and insuffcient for crops. In this region frequent famine

conditions prevalls which causses mass migration of humen and cattle population in search of food, fodder and water for

servival.

GENERAL FEATURES :

SOIL DESCREPTION :

JUSTIFICATION :

CROPING PATTERN :

The crop can be taken in the submerged area kharif / rabi season depending on monsoon which is going to benefit the

cultivators.The major crops growing in the area are Bajra, Moong, Moth and Til etc. in kharif season. The present cropping pattern is

followed by cultivators as they have to depend upon rains. But the cropping pattern will be changed after harvesting the runoff water

in the KHADIN.

The KHADIN area is having gentle slop of 0.2% average with slop direction towards North–Eastto South – West. The

cimate of the area is hot and dry. The maximum temperature recorded in summer is 43°C to 47°C and in winter 20°C to 40°C. In

summer hot dusty winds blows in the area with high velocity. The annual rainfall is about 300mm which is low and erratic. The

ground water in the area is very deep having depth 100m to 150m.

The soils of this area are deep to very deep coarse to medium textured and are moderately to well drained. This KHADINarea soil type is loamy - sand. After water impounding in the KHADIN area soils are likely to be converted to sandy -loam type.

The catchment area is 107 ha.which can be clasified 107 ha. average – catchment. The area do not have any problem ofsalinity / alknity.

The KHADIN work has been sanctioned in Jodhpur-46. An amount of Rs 5lacs as per enclosed abstract estimate is

required for this work. The estimates of KHADIN work are prepared on the basis of Gramin Kariya Nirdeshika 2010. The proposed

submergence area of the KHADIN is 9 Hact. The maximum height of the KHADIN bund as per design plan is 1.43 m.with storage

capacity of 1.74 X 10^4 Cum. The mandays to be generated are 7143 no.

1 Total catchment area 107 Hect.

2 Submergence area Hect.

3 Average Rainfall 12”

4 Rainfall intensity 5 cm / hr

5 Side slope U/s 2.5 : 1 D/s 1.5 : 1

6 Seepage line slope 5 :1

7 Expected runoff from the catchment area Q from strang table at 12” rainfall

where catchment is = mcft / Sqm

Q = (1.296 X 10000 X0.0393 X 107 ) / 2.589

= Cum

Lowest level of the filed boundry =

8 Capacity of the khadin upto F.T.L. it is calculated by following formula

A) V0 = H/3 (A0+A1+ v A0 X A1) Where V1 = Capicity of the area covered by the lowest

= 0.30 / 3 ( 0.00 + 2.40 + 0.00 X 2.40 ) level of the boundry & First contour

= 0.24 X10 4 H= Vertical hight (Difference between two contour) = 0.30

A0= .Area of lower leevel of the boundry = 0.00 Hact

A1= Area of 1st contour = 2.40 Hact

B) V1 = H/3 (A1+A2+ v A1 X A2) Where V1 = Capicity of the area covered by the First contour

= 0.25 / 3 ( 2.40 + 5.30 + 2.40 X 5.30 ) level & Second contour level

= 0.94 X10 4 H= Vertical hight (Difference between two contour) = 0.25

A1= .Area of the First contour = 2.40 Hact

A2= Area of the Second contour = 5.30 Hact

D E S I G N O F K H A D I N

8.22

1.296

20985

9.00

Name of Watershed :- Jodhpur-46 Panchayat Samiti :-BapKHADIN

C) V2 = H/3 (A2+A3+ v A2 X A3) Where V2 = Capicity of the area covered by the Second contour

= 0.08 / 3 ( 5.30 + 9.00 + X 9.00 ) level & Third contour level

= 0.57 X10 4 H = Vertical hight (Difference between two contour) = 0.08

A2= = .Area of the Second contour = 5.30 Hact

A3= = Area of the Third contour = 9.0 Hact

Therefore V = V0+V1+V2

V = 0.24 + 0.94 + 0.57 )X 10 4

V = 1.74 X10 4

Crossection of the Khadin bund at maximum depth of submergence Depth of the submergence = m Depth of flow over the crest = m

Free board = 1.5 X Hw in meter Where Hw = 0.014 (df) ½

FB = 1.5 X Hw = 1.5X Depth of submergence

FB = % of slop of basin in meter

But proposed is 0.50 m df = ( / )X 100

= m

Total height of Khadin bund = m Hw = 0.014 ( ) ½

Hw =

Top width of bund = h /5 +1.5 or / 5 +1.5 = But proposed is m

Side slop U/S 2.5 :1 :1 Base width = ( X5 ) + 2.00 = m

Seepage line check –

Seepage line Width = Maximum impounding depth (up to F.T.L.)X (Seepage line slope + up stream side slop)

= X( 5.00 + 3.0 ) = 5.04

Base width > Seepage line width i.e. >

Hence design is safe

Length of pipe

The pipe (RCC) is placed at lowest level of the bund , length of pipe is required = 10.00 m

5.30

0.300.63

0.63 0.12

0.481

7.72

0.63

1.79

1.43D/S 1.5

7.72 5.04

0.321

2.00

525.00

0.321

525.00

df =

1.43

1.43

For the design of the crest lenth of the weste weir following formula is used

Q = 0.0276 C.I.A

Q = Peak rate of discharge

C = Runoff cofficient of the catchment area = 0.30

I = More intensity of rain fall during 10 years recuring interval

= 5 cm / hour

A= Catchment area = Hact.

Therefor Q = 0.0276 X C.I.A.

= 0.0276 X 0.30 X 5 X

=

Hence L = Q / (1.71 X h 3 /2 )

Q = Peak rate of discharge in Cum /mt. /sec

h = Depth of flow over the crest in mt.

L = Lenth of crest in meter

= / ( 1.71 X (0.30)3/2 )

= / 0.28

=

But Proposed is 30.00mt

W A S T E W E I R

4.42

15.77

4.42

107

107

4.42

1 Name of Village

2 Panchayat Samiti

3 District

4 Name of work

5 No of beneficiries

6 Submerged area (Hect.) 9.00 Hect.

7 Total capicity of W.H.S. 17444 Cum

8 Soil texture

9 Imperevious layer at depth

10 Average rainfall (mm)

11 Maximum rainfall (mm)

12 Flood lift

13 Cost of W.H.S.

14 Labour component

15 Material component

16 Per hect. Cost of W.H.S.

17 Employment Man days

S U M M A R Y 0 F KHADIN

425000.00

12”

5 cm/hr

0.30 m

500000.00

6

Sandy – Loam

10 m

7083

55555.56

Mohra

Bap

Jodhpur

Khadin

75000.00

S. No. ITEM Qty Rate Unit Amount1 Layout of Bund 1820.00 0.25 M. 455.002 Clearance of Jungle 5483.20 1.40 Sq.M. 7676.483 Earth work Excavation for making of bund, laying in layers of 15

cm, breaking of clods, sorting of grass pebbles, disposal of excavated material up to 1.5 mt Hight and lead up to 50 m including dressing and compaction

4020.04 93.00 Cu.M. 373863.72

4 P/F ISI mark RCC pipe in C:M 1:3 (300 mm dia) 10.00 1050.00 M. 10500.005 Excavation in hard soil ordinary muram or earth mixed with bajri

and kankar or boulder dry or moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including dressing etc. complete.

32.83 93.00 Cu.M. 3053.38

6 Cement concrete well mixed in cement mortar ( 1 : 4 : 8 ) laid in position complete including curing.Aggregate size upto 50 mm, HB

8.21 2028.00 Cu.M. 16645.82

7 Random rubble stone masonary in cement sand mortar ( 1 : 6 )For foundation

18.12 3182.00 Cu.M. 57648.29

8 Random rubble stone masonary in cement sand mortar ( 1 : 6 ) For superstructure

3.00 3512.00 Cu.M. 10520.72

9 Cement concrete coping in 1:2:4 19.40 263.00 Sq.M. 5100.8910 Ruled pointing in cement mortar (1:3) 10.65 76.00 Sq.M. 809.2111 Dry stone pitching (20-23 cm) 27.26 501.00 Cu.M. 13654.76

TOTAL 499928.27

500000.00

Name of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

ABSTRACT OF COST (KHADIN)

Say Rs.

KHADIN

S. No. ITEM

1 Layout of Bund X 2 = 1820.0 1820.0 M.

2 Clearance of Jungle X 6.23 = 5483.2 5483.2 Sq.M.

3 Earth work Excavation for making of bund, laying in layers of 15 cm, breaking of clods, sorting of grass pebbles, disposal of excavated

4020.04 Cu.M.4 P/F ISI mark RCC pipe in C:M 1:3 (300 mm dia) 10 M.5 1 X 1.00 X 0.90 X 0.80 = 0.72

4 X 0.90 X 0.90 X 0.80 = 2.592

1 X 7.00 X 0.90 X 0.80 = 5.04

2 X 2.00 X 0.90 X 0.80 = 2.88

1 X 30.0 X 0.90 X 0.80 = 21.6

32.832 32.832 Cu.M.6 1 X 1.00 X 0.90 X 0.20 = 0.18

4 X 0.90 X 0.90 X 0.20 = 0.648

1 X 7.00 X 0.90 X 0.20 = 1.26

2 X 2.00 X 0.90 X 0.20 = 0.72

1 X 30.0 X 0.90 X 0.20 = 5.4

8.208 8.208 Cu.M.7 1 X 1.00 X 0.75 X 0.30 = 0.225

4 X 0.75 X 0.75 X 0.30 = 0.675

1 X 1.00 X 0.60 X 0.30 = 0.180

4 X 0.60 X 0.60 X 0.30 = 0.432

1 X 7.00 X 0.75 X 0.30 = 1.575

2 X 2.00 X 0.75 X 0.30 = 0.900

1 X 30.0 X 0.75 X 0.30 = 6.750

1 X 7.00 X 0.60 X 0.30 = 1.260

2 X 2.00 X 0.60 X 0.30 = 0.720

Cement concrete well mixed in cement mortar ( 1 : 4 : 8 ) laid in position complete including curing.Aggregate size upto 50 mm, HB

Random rubble stone masonary in cement sand mortar ( 1 : 6 )For foundation

Excavation in hard soil ordinary muram or earth mixed with bajri and kankar or boulder dry or moist & disposal of excavated material within initial lead of 30 m and lift of 1.5 m including dressing etc. complete.

10M.

4020.04

910

880

DETAILS OF WORK (KHADIN)Name of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

Measurement Qty.KHADIN

S. No. ITEM Measurement Qty.

1 X 30.0 X 0.60 X 0.30 = 5.400

18.117 18.117 Cu.M.8 1 X 1.00 X 0.45 X 1.00 = 0.450

3 X 0.45 X 0.45 X 0.30 = 0.182

1 X 0.45 X 0.60 X 0.30 = 0.081

2 X 2.00 X 0.45 X 0.30 = 0.540

(7 + 2) / 2 X 0.45 X 1 = 2.025

3.278

4 X 3.14 / 4.00 X 0.3^2 = 0.283

2.996 2.996 Cu.M.9 1 X 1.00 X 0.45 = 0.450

1 X 0.60 X 0.45 = 0.270

1 X 30.0 X 0.45 = 13.500

1 X 7.50 X 0.45 = 3.375

2 X 2.00 X 0.45 = 1.800

19.395 19.395 Sq.M.10 2 X( 1.00 $ 0.45 )X 1.00 = 2.900

3 X( 4.00 $ 0.45 )X 0.45 = 2.430

2 X( 0.60 $ 0.45 )X 0.60 = 1.260

2 X( 2.00 $ 0.45 )X 0.30 = 0.540

1 X 7.00 X 0.30 = 2.100

(7 + 2) / 2 X 0.45 X 0.7 = 1.418

10.648 10.648 Sq.M.11 1 X 30.0 X 2.00 X 0.23 = 13.80

1 X 10.0 X 1.80 X 0.23 = 4.14

1 X 15.0 X 2.70 X 0.23 = 9.32

27.26 27.26 Cu.M.

Random rubble stone masonary in cement sand mortar ( 1 : 6 ) For superstructure

Cement concrete coping in 1:2:4

Ruled pointing in cement mortar (1:3)

Dry stone pitching (20-23 cm)

Chainage Ground Proposed Height Top width Side slop Base width Cross- Average Lenth Earth worklevel T.B.L. of bund U/s D/s section C. Sec. in M in Cum

0 9.75 9.75 0.00 2.00 2.5:1 1.5:1 0.00 0.00 0 0 040 9.62 0.13 2.52 0.29 0.15 40 5.8880 9.58 0.17 2.68 0.40 0.35 40 13.83

120 9.40 0.35 3.40 0.94 0.67 40 26.86160 8.96 0.79 5.16 2.83 1.89 40 75.46200 8.70 1.05 6.20 4.31 3.57 40 142.66240 8.64 1.11 6.44 4.68 4.49 40 179.78280 8.60 1.15 6.60 4.95 4.81 40 192.58320 8.62 1.13 6.52 4.81 4.88 40 195.18360 8.64 1.11 6.44 4.68 4.75 40 189.96400 8.65 1.10 6.40 4.62 4.65 40 186.08440 8.55 1.20 6.80 5.28 4.95 40 198.00480 8.45 1.30 7.20 5.98 5.63 40 225.20520 8.30 1.45 7.80 7.10 6.54 40 261.70560 8.22 1.53 8.12 7.74 7.42 40 296.94600 8.25 1.50 8.00 7.50 7.62 40 304.84640 8.30 1.45 7.80 7.10 7.30 40 292.10680 8.42 1.33 7.32 6.20 6.65 40 266.06720 8.49 1.26 7.04 5.70 5.95 40 237.86760 8.55 1.20 6.80 5.28 5.49 40 219.50800 8.64 1.11 6.44 4.68 4.98 40 199.28840 8.80 0.95 5.80 3.71 4.19 40 167.78880 8.85 0.90 5.60 3.42 3.56 40 142.50

137.08 4020.04Average base width = 6.23

KHADIN

Earth work chartName of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

1 Cement Concrete (1:4:8) 8.208 26.27 3.69 7.39 - 2 Copping in C.C. (1:2:4) 19.395 6.05 0.43 0.87 - 3 Massonary in Cement 21.113 22.59 6.33 - 23.22

Mortar ( 1:8 )4 Pointing in Cement 10.648 0.30 0.03 - -

Mortar ( 1:3 )5 Dry Stone Pitching 27.255 - - - 29.98

6 R.C.C. Cement Pipe 2 Nos. TOTAL 55.21 10.49 8.26 53.20

Say Bags 55

Stone

CumITEMS.No.

MATERIAL CONSUMPTION STATEMENT

Quantity

Cum / Sqm

Cement

Begs

Sand

Cum

Aggrigate

Cum

Name of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

Name of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

2.0M

0.30

0.075

0.45

ELEVATION

EARTHEN STRUCTURE

PLAN

G.L.

DRAWING OF PIPE OUTLET AT THE LOWEST POINT OF KHADIN

0.451.00 0.60

0.45

0.45

2.50

0.6

0.15

1.0

0.15G.L.

0.90.15

Name of Watershed :- Jodhpur-46 Panchayat Samiti :-Bap

2

U/S

2

D/SPLAN

30.00

DRAWING OF SIDE WASTE-WEIR FOR LOW COSTING KHADINS

2.0

M

0.8

0.6

5.2

30 M

SID

E VI

EW

new rate tanka Anki Comp

QhV eh- Labour Total Lab Labour Total Lab1 Vkads dh [kqnkbZ dk;Z 3.143 / 4.00 X (12)2 X 8.00 = 905.18buysV dk [kqnkbZ dk;Z 2 X 3.00 X 3.00 X 2.00 = 36.00vkxksj nhokj dk [kqnkbZ dk;Z 3.143 X 33.75 X 1.50 X 1.50 = 238.67l[r feV~Vh esa 1179.85 1179.85 33.41 ?k-eh- 91.10 100.00 113.00 3043.65 3341 3775.33

1.1 Vkads dh [kqnkbZ dk;Z dVksj eqjZe esa 3.143 / 4.00 X (12)2 X 1.00 = 113.14 113.14 3.20 ?k-eh- 154.40 165.00 165.00 494.08 528 5281.2 Vkads dh [kqnkbZ dk;Z dVksj pV`Vku esa 3.143 / 4.00 X (12)2 X 0.00 = 0.00 0.00 0.00 ?k-eh- 207.50 218.00 218.00 0 0 01.3 vfrfjDr fy¶V 3.143 / 4.00 X (12)2 X 5.00 = 565.74 565.74 16.02 ?k-eh- 13.30 13.30 13.30 213.066 213.066 213.066

2 3.143 / 4.00 X (12)2 X 0.50 = 56.570 X 3.00 X 3.00 X 0.50 = 0.00

56.57 56.57 1.60 ?k-eh- 353.60 413.60 1841.00 565.76 661.76 2945.63

3.143 X 33.75 X 1.50 X 0.50 = 79.56iRFkj dh fxêh ds lkFk 79.56 79.56 2.25 ?k-eh- 234.10 312.10 857.00 526.725 702.225 1928.25

4 = 443.460 X 3.00 X 3.00 X 0.5 = 0.00

443.462 X 1.25 X 1.25 X 1.25 = 3.91

3.91’kq) ek=k 439.55 439.55 12.45 ?k-eh- 232.4 658.4 2692 2893.38 8197.08 33515.4

5 3.143 X 33.75 X 1.50 X 1.00 = 159.113.143 X 33.75 X 1.25 X 2.00 = 265.19

424.30 424.30 12.01 ?k-eh- 232.4 658.4 2148 2791.12 7907.384 25797.486

2 X 9.00 X 1.00 X 0.50 = 9.009.00 9.00 0.25 ?k-eh- 368.90 1702.20 5182.00 92.225 425.55 1295.5

7 3.143 / 4.00 X (12)2 = 113.15113.15

?kVkbZ;s 1 X 1.50 X 1.50 = 2.25110.90 110.90 10.30 o-eh- 16.6 399.1 1046 170.98 4110.73 10773.8

8 ==

vkbZVe la[;k 7 ds vuqlkj 110.90 110.90 10.30 o-eh- 38.2 128.2 263 393.46 1320.46 2708.9

50 eh- eh- eksVkbZ esa lhesaV dadzhV1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh4 iRFkj dh ;k bZaV dh 12 - eh-ukHkh; fxV`Vh ds lkFk feykdj Mkyuk]dwVuk] nckuk rFkk rjkbZ vkfn lesr A

flesaUV dadjhV ¼1%5%10½ dk;Z ftles40fe-eh- vkdkj ds iRFkj dh fxV~Vh gks,oa rjkbZ dqVkbZ dk dk;Zuhao es 40 fe-eh- ukeh; eki ds lkFk

40 izfr'kr xkjs feêh dks feykdj

Mkyuk vkSj dwVukA

uho o dqlhZ esa csjÌk iRFkj dh <ksdkpqukbZ dqlhZ ls 4-50eh mpkbZ rd 30lseh rd eksVh nhokj dk dk;Z¼1lhesUV%6ctjh½ ?kVkbZ;s

3.143/4X{(12)2 -(9.5)2}X10.5

bZdkbZ

Rate AmountLabour

TotalLabour

Total

iRFkj ds fljny ¼fyVay½ dh vkiwfrZ dj] fpukbZ es mi;ksx dh xbZ elkys es mlsyxkukA ikV

vizwOM [kku dh iV~Vh dh Nr] Nr dsnksauks rjQ ds tks³ lhesaUV ds elkyk1%4 esa Hkjuk]

Vkads dk foLr`r dk;Z rdehuk

dk;Z dk uke%&

Ø-l- dk;Z ukiek=k

uhao rFkk dqlhZ esa iRFkj dh osj)k&<ksdk fpukbZ] xkjk elkys esasaA

RR Tanka

new rate tanka Anki Comp

9 3.143 / 4.00 X (9.5)2 = 70.91

3.143 X 35.00 X 1.25 = 137.51

208.42 208.42 19.36 o-eh- 38.2 128.2 263 739.552 2481.952 5091.6810 3.143 X 9.50 X 10.25 = 306.05

= 0.00= 0.00= 0.00

306.05 306.05 28.43 o-eh- 31.50 109.50 175.00 895.545 3113.085 4975.2511 3.143 X 12.00 X 2.50 = 94.29

3.143 X 35.00 X 2.00 = 220.013.143 X 32.50 X 2.00 = 204.29

518.59 518.59 48.18 o-eh- 17.00 65.00 76.00 819.06 3131.7 3661.6812

1 X 1.50 X 1.50 = 2.25 2.25 0.21 o-eh- LS 100 50013 vU; vko';drk vuqlkj dk;Z

Silt Trap, Jali, Hand Pump etc LS LS 200 230013938.6 36133.99 100009.9

Say Rs. 100000

22195.4Mashon 37 600 22200Lab 84 166 13944

36144Material Consumption

40 20Qt 7.470 27.160 3.690 1.390 5.100 11.330 0.250Rate 580 1300 500.00 570.00 80.00 510.00 3300.00Amt 4333 35308 1845.00 792.30 408.00 5778.30 825.00 2300 1196.80 63856.00

water Charges

as per estt.

11070.00

Other TotalCement Bajari StoneGitty

Gara41.00 as per

estt.270.00

Patti Sirdal

lhes.V dadjhV 1%2%4 dh Q'kZ dk dk;Z20 feeh fxVVh

ubZ nhokj ij lhesaUV IykLVj 1%6 esa25,e-,e- esa

Vkads dk <Ddu lIykbZ djus o yxkusdk dk;Z lkbZt 0-45x0-45

dqy ;ksx

ubZ nhokj ij lhesaUV iksbZfUVx dk dk;Z1%3

RR Tanka

iapk;r lfefr cki

VkaWds dh MªkbZx

gSa.M iai

36

gSa.M iai

<Ddu 1.5' x 1.5'

2'

65'

flesaUV dadjhV

¼1%2%4½

csjÌk iRFkj dh <ksdk pqukb xkjs

es

flesaUV dadjhV

¼1%2%4½Vkads dk vkxkSj

2' 10.51'6"

tehu ry1'6"

3' 10.5011.75csjÌk iRFkj dh <ksdk

pqukbZ(1:6) 1'3" eksVkbZ

2.00 2'

¼1%2%4½

flesaUV dadjhV ¼1%4%8½

6"

13.00

Area 0.17 Ha Length 164.9 mtr. Spacing 4 mSay 165 mtr.No of post As per length= Length/spacing 41.00Additional post require after every 10 Posts 4

45.00Length of Post 7.5 Feet 2.286 mWidth of post 1 Feet 0.3 mQuantity of one post 0.686 Sq.m

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

Total length Kg/mtr Quantity Unit Rate Amount

1 Supply of barbed wire fencing 14 gauge 5 165 825 0.08 66 Kg 46 3036

2 Supply of Jodhpur stone slab for post 45 30.86 Sq.m 300 9258.30

3 Rehandling of posts to pit LS 45 45.00 No 15 675.004 fixing of post in 45 cm. deep pit 2B 45 0.45 0.3 0.45 2.73 Cum 92 251.515 Cost of binding wire 6 Kg 45 270.006 Stretching of barbed wire and fixing

it with the post with thin wire5.5/forest 825 mtr 0.92 759

7 interlacing the barbed wire with locally available bushy material at a spacing of 15 cms 5.6/forest 45 45 mtr 5.48 246.6

14249.81Add 3% contingency 427.49

14677.30Say 14700.0

Model estimate Barbed wire fencing

Design of Water Harvesting Structure (tanka)

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

Catchment Area = ^4*D2 D= 11.70 Cum= ^4*Dt2 * Hight

= 107.5 Sqm Dt= Inner diameter of tankaRainfall = 0.3 Mtr Dt= 3.2 3.2004

Hight = 3.20Hight = 3.20Collection of water = 25.79 Cum

25.7261 CumCapacity Cum*1000 Capacity Cum*1000

= 25790 = 25726.1

Hence rainfall on catchment area can fillup the tanka by water

ProductionTotal capacity of tanka 25726.1 LtrUse of water for drinking purpose 40% 10290.4 LtrAvailable water for plantation 60% 15435.7 LtrOne watering require 15 Ltr

No. of watering per Year 20 No

Total Ltr require per plant per year 300 Ltr

No of plant can survive = Available water for Plantation/ water require per plant per year= 51.45

say 50 plant

Area- 0.17 Ha

No. of Plants - 50

Year No./Year

1 Earth work Excavation in hard soil dryor moist and disposal of excavatedmeterial within initial lift of 1.5 mtheight and lead of 50 metre.Digging ofpit

2(B)

1 0.6 0.6 0.6 0.22 cum. 113 24.41 1220.402 Apply of manure

(A) Compost Khad 5.00 kg. 0.4 2.00 100.00(B) S.S.P. (16%) 1.00 kg. 4 4.00 200.00(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 150.00

3 Plant cost LS 1 1.00 No 20 20.00 1000.004 Planting of plant 113(A) 1.00 No. 3 4.50 225.005 Watering of plants (15 litre) 115 3 20 60.00 No. 1.8 108.00 5400.006 Making of Thawla atleast 50 cm radius 117(B) 2 1 2.00 No. 1.8 3.00 150.007 Weeding & hoeing of plants 45 cm

radius and 15 cm deep116

31 3.00 No. 1.2 1.50 75.00

S.No

Description Item No.

Total Rate Amount Amount for 50 Plants

Model estimate of Horticulture Plantation in Arable land

Length Width Height Qty Unit

Year No./Year

S.No

Description Item No.

Total Rate Amount Amount for 50 Plants

Length Width Height Qty Unit

8 Spray

(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 420.00(B) Sulpher 3 0.02 Kg 0.06 200 12.00 600.00

9 Transportation of Plant from Jodhpur 70 km including loading and unloading

LS1.00 no 2 3.00 150.00

10 Protection of plants from frost / loousing grass or other locally availablematerial by making jhonpa of 0.6 m dia.Of plant height and covering the plant.

Forest bsr

1 1 1.00 no 3.56 3.56 178.00

TOTAL 190.81 9868.40Add 3% contingency 296.052

Total 10164.5say 10200.0

S. No. Particulars Quantity Unit Rate (Rs) Amount (Rs)1 Wooden Ballies (3 m long) 20 No. 90 18002 Wooden Ballies (4 m long) 25 No. 110 27503 Shade mats for covering the roof 125 Sq. m. 40 50004 Binding wire for tying wooden ballies and mats 20 Kg 45 9005 Labour charges for erection of shades 15 No. 135 20257 Weighing scale (100 Kg capacity) 1 No. 2500 25009 Worms @ 3 kg 3 Kg 500 150010 Formation of vermi-bed with agro-waste, cow-

dung and worms20 bed 300 6000

11 Miscellaneous 1500Total Cost 23975

Say 24000

MODEL ESTIMATE FOR A VERMI-COMPOST UNIT

Particulars Value UnitLength 4 mWidth 0.45 mDepth 0.45 m 4mNo. of trenches per ha 125 no.

Area = 10.00 ha

Activity Item No Length Width Hight Qty Unit Rate Amount

Layout for Trenches 1 5000 5000 meter 0.7 3500Earth work Excavation in hard

Model Estimate

0.45m

Staggered Contour Trenches

soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 m In hard soil 50% 2(2) 1 2500 0.45 0.45 506.25 cum. 113 57206.25In Disintegrated rock 50% 2(3) 1 2500 0.45 0.45 506.25 cum. 165 83531.25Sowing of seeds on the constructed ridge in two rows

2 5000 10000 meter 0.6 6000

Supply of Stylo/Dhaman seed @ 4 gm / m in two lines

2 5000 20 Kg 150 3000

149737.5Add 3% contengecy 4492.125

154229.63Conservation Measure Say 154200.0Production Measure

1452009000

Model estimate of Plantation Work in Pasture land

Available Area = 10 Ha No of plant 2500No.of Staggered Contour Trenches = 1250 Gap filling 20% 500

Total no of Plants 3000

Item no

Year No./Year

1 Digging of pit( kankarboulder soil)

112 ('C)1 0.45 0.45 0.45 1 No 16.5 16.50 49500

2 Cost of Plant As perforest 1 No. 10 10.00 30000

3 Planting of plant 113(A) 1 No. 4.5 4.50 135004 Making thavla 117(A) 2 1 2 No. 3 6.00 180005 Weeding & Hoeing 116 3 1 3 No. 1.5 4.50 13500

6 Insecticide treatment Market rate 3 0.03 ml 0.009 Ltr 305 2.75 8235

7 Watering of plants 115 3 5 15 no 2.2 33.00 99000

8 Transportation of water 5 Km

108 3 5 225 /1000Ltr 44.9 10.10 30307.5

9 Watch & ward Minimu

m wages 312 34 Month 3984 45 135456

10

Transportation of plantsfrom nursery to plantingsite

LS1

1 1 1 1.00 3000

11 Pruning of plants forest bsr

1 1 1.00 / plants 0.89 0.89 2670

12 Protection of plantsfrom frost / loo using

1 1 1.00 / plants 3.56 3.56 10680

TOTAL 413849Contingency 3% 12415Grand total 426264

Say 426300.0

344800

(Amount for 10 ha.)

Rate AmountUnitQtyDescriptionTotal

S.No Length Width Height

0.9 mArea 10 Ha

Length 1580 mtr

1.2 m

1.5 m 0.3

Estimate of Ditch Cum Bund Fencing

1.5 m 0.31.5 m

1.2 m

0.9 mS. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount

1 Layout for DCB 2 1580 1 1 3160.00 Cu.m. 0.70 2212.002 Excavation of earth in dry or

moist and disposal ofexcavated material within initiallead of 50 m and lift 1.5 m

2.1 In hard soil 100% 2(2) 1 1580 1.2 1.2 2275.20 Cu.m. 113.00 257097.603 Sowing of seed on ridge

114 1 1580 1 1 1580.00 Rm 0.60 948.00114 1 1580 1 1 1580.00 Rm 0.60 948.00Cost of seeds LS 5.00 Kg 50.00 250.00

260507.60Add 3% contingency 7815.2

Total 268572.8Say 268600.0

Estimate for V.Ditch in PastureArea Length Width Interval No of row LengthHa mtr mtr mtr mtr10 1000 100 6 167 16667

Dhaman require on V-ditch =0.002 kg/m 33 KgSpacing 5 mtr

Dhaman require between v-ditches =10 kg/ha 100 Kg

0.6

0.3

S. no. Name of work Item no. No Length Width Height Qty Unit Rate Amount1 Jungal clearance 107 1 500 50 1 25000 Sqm 1.4 350002 Excavation in hard soil or earth

mixed with bajri and kankar orboulder dry or moist & disposal ofexcavated material within initial leadof 30 m and lift of 1.5 m includingdressing etc. complete. 2(B) 0.5 16667 0.60 0.3 1500.00 Cum 93 139500.0

Kg3 Making of balls of grass

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

3/1/9 forest 133 133.00

Per 6 kg material 17 376.8

4 Sowing of balls of grass seed by dibbling method at 30 cm spacing

3/2/9 forest 133 133

Per 6 kg material 109 2416.2

5 Cost of seed CAZARI Jodhpur 133 Kg 150 19950197243.0

Add 3% contingency 5917.3Add 3% contingency 5917.3Conservation Measure 180200 Total 203160.3Production Measure 23000.0 Say 203200.0

Plant to pant Spacing 4 m 24 Sqm No of plant 4166.67

Row to row Spacing 6 m Gap filling 20% 833.3333Available Area 10 Ha Total no of Plants 5000

Item no

Year No./Year

1 Digging of pit( kankar boulder soil) 112 ('C) 1 0.45 0.45 0.45 1 No 16.5 16.50 82500

2 Cost of Plant As perforest 1 No. 10 10.00 50000

3 Planting of plant 113(A) 1 No. 4.5 4.50 225004 Making thavla 117(A) 2 1 1 No. 3 6.00 300005 Weeding & Hoeing 116 3 1 3 No. 1.5 4.50 22500

6 Insecticide treatment Market rate 3 0.03 ml 0.009 Ltr 305 2.75 13725

7 Watering of plants 115 3 5 15 no 2.2 33.00 1650008 Transportation of water 5 Km 108 3 5 225 /1000Ltr 44.9 10.10 50512.5

9 Watch & ward Minimum wages 3 12 34 Month 3984 27 135456

10Transportation of plants fromnursery to planting site

LS1

1 1 1 1.00 5000

11 Pruning of plants forest bsr 1 1 1.00 / plants 0.89 0.89 4450

12Protection of plants from frost / loousing grass or other locally availablematerial by making jhonpa of 0.6 mdia. Of plant height and covering the

1 11.00 / plants 3.56 3.56 17800

TOTAL 599444Contingency 3% 17983Grand total 617427

Say 617400.0

Model estimate of Plantation Work in Pasture land

QtyDescriptionTotal

S.No Length Width Height (Amount for 10 ha.)

Rate AmountUnit

0.9 mArea 10 Ha

Length 1580 mtr

1.2 m

1.5 m 0.3

Estimate of Ditch Cum Bund Fencing

1.5 m 0.31.5 m

1.2 m

0.9 mS. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount

1 Layout for DCB 2 1580 1 1 3160.00 Cu.m. 0.70 2212.002 Excavation of earth in dry or moist

and disposal of excavated materialwithin initial lead of 50 m and lift1.5 m

2.1 In hard soil 50% 2(2) 1 790 1.2 1.2 1137.60 Cu.m. 113.00 128548.802.2 In Disintegrated rock 50% 2(3) 1 790 1.2 1.2 1137.60 Cu.m. 165.00 187704.003 Sowing of seed on ridge 114 1 790 1 1 790.00 Rm 0.60 474.00

Cost of seeds LS 5.00 Kg 50.00 250.00Cost of seeds LS 5.00 Kg 50.00 250.00319188.80

Add 3% contingency 9575.7Total 329014.5Say 329000.0

Jodhpur -47

CHAPTER - 8

EENNCCLLOOSSEERREESS

,

;#

#

#

#

#

#

Sonalpura

Ramnagar

Rampura

Anopnagar

Amarpura

RANERI

JODHANI@ TEPOO

Tomb

Temple

Bhoja KiDhani

Ramnagar

Sonalpura

RampuraAnopnagar

Amarpura

72°8'0"E

72°8'0"E

72°7'0"E

72°7'0"E

72°6'0"E

72°6'0"E

72°5'0"E

72°5'0"E

72°4'0"E

72°4'0"E

72°3'0"E

72°3'0"E

72°2'0"E

72°2'0"E

27°22

'0"N

27°21

'0"N

27°21

'0"N

27°20

'0"N

27°20

'0"N

27°19

'0"N

27°19

'0"N

27°18

'0"N

27°18

'0"N

27°17

'0"N

27°17

'0"N

27°16

'0"N

27°16

'0"N

27°15

'0"N

27°15

'0"N

BASE MAP

0 0.25 0.5 0.75 10.125Km

µ

Jodhpur

Shergarh

LuniBilara

BhopalgarhOsian

Phalodi

Key MapDist. Jodhpur

PROJECT

SUBMITTED TO

SUBMITTED BY

JODHPUR / BAP / IWMP - XLVII / 2011-12

WATERSHED DEPARTMENTGOVERNMENT OF RAJASTHAN

Legend# Census Village Location (6 Nos); Historical Monument (1 Nos), Worship Place (1 Nos)

Major Road (11.31 Km) Medium Road (26.33 Km) Other Road (98.16 Km) Village Road (10.5 Km) Village Boundary (5811.38 Ha) Gram Panchayat Boundary (5811.38 Ha) Area of Interest (5811.38 Ha) Habitation/Settlement (3.60 Ha)

#

#

#

#

#

#

42

52

1

2/218

53

51

60

2

546 3

43

58

40 509

5 49

59

7 57

34

56

4

41

36

8

11

44

33 47

48

46

39

70

12

32 45

68

31

3015

2938

67

69

14

13

6416

24

28352220 37

1721

27

2625

2318

19

7675

77

6665

7899

97

98 84

101

100

86

102

103

434

10596

437

432

433

104

436431

95

435

106

438

429

440

430

441

107

116

447

50992 51094

442

511

513

446

512

93 439

443

111

147

108

112

449

450

146

448

514

115

113

520

444

114

117

527

515

526

451

524

151

145522

152

121150

452

445453454

120

504

496

455

507 456458

521

460

525

459528

471 461

506

523

517519

516

505

469

482

470 468529

462

518

503

880

531

124

467

123

533

530 472

125

122466

473532

465

495502

463

126

478477

534476

481127

475

128

537

474

538536535

485

541

543

885

544545

479539

118501

119546 480

494

499

887

497

540

500

130

498 492542

912485

547

911

493

552

553

131

886

491

139

914

486

913

890

548

488132

915

133

140

559

560

549 554

136

138 134

910908

907

555550

909 487906

917

885

181

884

905

556

894

904

137

135551

901883

558

891182

903

557

892 893

183

882

902

456

878

881

159 900

166

167

876

160

160/919

161

877

899

875897

180

562

179

483

874184

566

895 896

165

567

188

185

565164186

569

568

570

187

563

571

168

163 484

588

573

572

586

564

585

589

575178

177189190

162576

192

191 587

574

591

176

577

173 & 174

175

193

581

170169171172

194

595

592

593

594

579

601

600 580596

602

597603

582

599

604598

606

605

Sonalpura

Ramnagar

Rampura

Anopnagar

Amarpura

Bhoja KiDhani

Ramnagar

Sonalpura

RampuraAnopnagar

Amarpura

72°8'0"E

72°8'0"E

72°7'0"E

72°7'0"E

72°6'0"E

72°6'0"E

72°5'0"E

72°5'0"E

72°4'0"E

72°4'0"E

72°3'0"E

72°3'0"E

72°2'0"E

72°2'0"E

27°2

2'0"N

27°2

1'0"N

27°2

1'0"N

27°2

0'0"N

27°2

0'0"N

27°1

9'0"N

27°1

9'0"N

27°1

8'0"N

27°1

8'0"N

27°1

7'0"N

27°1

7'0"N

27°1

6'0"N

27°1

6'0"N

27°1

5'0"N

27°1

5'0"N

LANDUSE / LANDCOVER MAP

0 0.25 0.5 0.75 10.125Km

µ

Jodhpur

Shergarh

LuniBilara

BhopalgarhOsian

Phalodi

Key MapDist. Jodhpur

PROJECT

SUBMITTED TO

SUBMITTED BY

JODHPUR / BAP / IWMP - XLVII / 2011-12

WATERSHED DEPARTMENTGOVERNMENT OF RAJASTHAN

Legend# Census Village Location (6 Nos)

First Order Drainage (6091.87 Mtr) Second Order Drainage (4785.43 Mtr) Third Order Drainage (1901.87 Mtr) Village Boundary (5811.38 Ha) Khasra Boundary (5811.38 Ha) Area of Interest (5811.38 Ha) Water Body (1.08 Ha) Settlement (3.6 Ha) Scattered Vegetation (54.65 Ha) Land Without Scrub (1535.72 Ha) Land With Scrub (359.51 Ha) Agriculture Land Without Crop (6.73 Ha) Agriculture Land With Kharif Crop (2738 Ha) Agriculture Land With Kharif + Rabi (1119.85 Ha)