detailed project report - rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...4.4.3.6...

DETAILED PROJECT REPORTDETAILED PROJECT REPORTDETAILED PROJECT REPORTDETAILED PROJECT REPORT NAME OF WATERSHED : ANWANA (JODHPUR 27) MACRO/MICRO WATERSHED No. : 14/1,2,3,4 + Cluster GRAM PANCHAYAT : ANWANA, BAORI PROJECT AREA : 5000 Ha. PROJECT COST : 750 Lakh

-: SUBMITTED BY :-

ASSISTANT ENGINEER PROJECT IMPLEMENTING AGENCY

PANCHAYAT SAMITI - BAORI (JODHPUR)

PAGE No.

CHAPTER - 1 Introduction

1.1 Introduction

1.2 Philosophy of Integrated watershed management Pragramme

1.3 Objectives of IWMP

1.4 Need of Watershed Development Programme

1.5 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 Agency

2.1 Project Implementing Agency

Table No. 4 Detail of PIA

Table No. 5 Staff at PIA level

2.1.1 Role and responsibility of WDT

2.1.2 SWOT analysis of PIA

CHAPTER - 3 Basic Information of Watershed

3.1 Geography and Geo-hydrology

3.1.1 Land use pattern

Table No. 6 Land use pattern

3.1.2 Soil and topography

Table No. 7 Soil type and topography

Table No. 8 Flood and drought condition

Table No. 9 Climatic conditions

Table No. 10 Physiography and relief

Table No. 11 Slope detail of watershed

INDEX

PARTICULARS

Table No. 12 Erosion status in project area

3.1.3 Land and Agriculture

Table No. 13 Land ownership details

Table No. 14 Land use & land classification

Table No. 15 Agriculture

Table No. 16 Crop details

Table No. 17 Crop production

3.1.4 Livestock

Table No. 18 Livestock

Table 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 rate

Table No. 23 Poverty

3.2.2 Migration Pattern

Table No. 24 Migration details

Table No. 25 Village infrastructure

Table No. 26 Facilities / HH assets

CHAPTER - 4 Watershed Activities

4.1 Scientific Planning

Table No. 27 Details of Scientific planning and Inputs in the project

4.2 Watershed Development Approach and Strategy

4.2.1 Social Strategy

4.2.2 Technical Strategy

4.2.3 Water Budgeting

Table No. 28 Total Available Runoff

Table No. 29 Total Tapped in Existing Structures

Table No. 30 Balance Available Runoff

4.3 Institution building

4.3.1 Watershed Committee (WC)

Table No. 31 Watershed Committee Lavera Kalan

Table No. 32 Watershed Committee Nandia Kalan

4.3.2 Self Help Group

4.3.3 User Group

Table No. 33 Status of SHG

4.4 Physical activities to be undertake

4.4.1 Entry Point Activity (EPA)

Table No. 34 Entry Point Activity (EPA)

4.4.2 PRODUCTION MEASURES

4.4.2.1 AGRO FORESTRY

4.4.2.2 MIXED HORTICULTURE

4.4.2.3 CROP DEMONSTRATION

4.4.2.4 ORGANIC FARMING SYSTEM/ COMPOST PITS

4.4.2.5 HOMESTEAD KITCHEN GARDENS

4.4.2.6 PASTURE DEVELOPMENT

4.4.2.7 FENCING

4.4.2.8 DITCH CUM BUND (DCB)

4.4.3 CONSERVATION MEASURES

4.4.3.1 CONTOUR CULTIVATION

4.4.3.2 CONTOUR BUND/ CONTOUR VEGETATIVE HEDGE

4.4.3.3 V DITCH

4.4.3.4 STAGGERED TRENCHES

4.4.3.5 WATER HARVESTING STRUCTURE (TANKA)

4.4.3.6 LOOSE STONE CHECK DAM

4.4.3.7 EARTHEN DAM

4.4.3.8 DUG OUT POND (NADI)

4.4.3.9 MASONRY CHECK DAM

CHAPTER - 5 Proposed Development Plan

CHAPTER - 6 Activity wise Abstract of Cost

CHAPTER - 7 Annual Action Plan

CHAPTER - 8 Project Outcomes

CHAPTER - 9 Technical Design & Estimates

CHAPTER - 10 Annexure

Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10

CHAPTER - 1

IIIIIIIINNNNNNNNTTTTTTTTRRRRRRRROOOOOOOODDDDDDDDUUUUUUUUCCCCCCCCTTTTTTTTIIIIIIIIOOOOOOOONNNNNNNN


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

1.2 Philosophy of Integrated watershed management Programme


IWM 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


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, Cluster

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:


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 & where productivity

can be

Lands with

moderate production &

where

Lands with high

production & where

productivity can


significantly

enhanced with reasonable efforts

(15)

productivity can

be enhanced with reasonable

efforts (10)

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 Cluster approach in the plains (more than one

contiguous micro-watersheds in the

project)

15 Above 6 micro-watersheds in

cluster (15)

4 to 6 micro-watersheds in

cluster (10)


cluster (5)

xiii Cluster approach in the hills (more than one

contiguous micro-watersheds in the

project)

15 Above 5 micro-watersheds in

cluster (15)


cluster (10)


cluster (5)

Total 150 150 90 41 2.5

Based on these thirteen parameters a composite ranking was given to Anwana watershed project as given in

table No. 1.1

Total number of families under BPL is 281 which are less than 50 per cent of the total households. The

percentage of SC/ST is about 34 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 Anwana watershed falls in the continuity with other watersheds namely Danwara, Anwana, Kelawa

kalan. Cluster approach was followed taking into consideration four micro-watersheds covering a total area of

5000 ha.

Table No. 1.1 Weightage of the watershed

S.

No.

Distt Block Project

Name

No. of micro

W/s covered

Propos

ed

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 Baori Jodhpur

27

14/1,2,3,4 +

Cluster

5000 Desert 750 lac 5 5 0 5 5 10 15 7.5 10 10 10 10 93

1.6 Project Background


Anwana project (Jodhpur-27) is located in Baori Panchayat Samiti, Jodhpur District of Rajasthan State. The

project is a cluster having four micro-watersheds

S. No. Micro-watershed No. Code Area

1 14/1 00001401 515

2 14/2 00001402 515

3 14/3 00001403 425

4 14/4 00001404 342

5 Cluster 3203

The total project area of the watershed is about 5201 ha of which 5000 ha. has been undertaken to be

treated under Integrated Watershed Management Programme (IWMP) starting year 2010-11.

The nearest town is Baori which is about 5 Km from Anwana and is well connected by pucca road. The watershed

includes area of four villages namely Anwana, Baori, Govindpura and Puniyo ki basni. Rajput, Jat, 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 area falls under the

Desert Prone area according to DoLR Classification and situated at 38o 3’ N Latitude & 73o 11’ 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

XV

Anwana,

Govindpura,

Punio Ki

Basni, Baori

01943300

01947800

2500

2500

Anwana

Baori

Jodhpur A. En. 5000 750.00

lakh

Table no. 3: Watershed information

Name of the project Watershed to be treated Village Watershed type

Jodhpur 27 14/1 Anwana Micro W/s

14/2 Anwana Micro W/s



Cluster Baori, Anwana Micro W/s


CHAPTER – 2

PPPPPPPPRRRRRRRROOOOOOOOJJJJJJJJEEEEEEEECCCCCCCCTTTTTTTT

IIIIIIIIMMMMMMMMPPPPPPPPLLLLLLLLEEEEEEEEMMMMMMMMEEEEEEEENNNNNNNNTTTTTTTTIIIIIIIINNNNNNNNGGGGGGGG

AAAAAAAAGGGGGGGGEEEEEEEENNNNNNNNCCCCCCCCYYYYYYYY


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 Anwana Watershed (Jodhpur 27) is

Assistant Engineer Panchayat Samiti Baori. 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 Anwana

(Jodhpur 27)

Designation

& Address

AEn watershed development & soil conservation

Baori (Jodhpur)

Telephone 02927265001

Fax

E-mail [email protected]


Table no. : 5 Staff at PIA level

S.

No.

Name Age Sex Designation Qualification

1 Suresh Kumar Duggal 53 M Assistant Engineer B.E. (Ag)

2 Giriraj Kishor Nagla 41 M Junior Engineer B.E. (Ag) M.E. (SWC)

3 Shravan Khudkhudia 32 M WDT (Technical) Diploma in Mech. Engg.

4 Pratap Singh 24 M WDT (Agriculture) M.Sc. (Ag)

5 Virendra Dudi 27 M WDT (Veterinary) Diploma in Vet. Astt.

6 Pushpa Chaudhary 29 F WDT (Social

Science)

B.A. (Sociology.), M.A.,

B.Ed.

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.


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.


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 Only one permanent staff (J En WD&SC)

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


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.


CHAPTER - 3

BBBBBBBBAAAAAAAASSSSSSSSIIIIIIIICCCCCCCC IIIIIIIINNNNNNNNFFFFFFFFOOOOOOOORRRRRRRRMMMMMMMMAAAAAAAATTTTTTTTIIIIIIIIOOOOOOOONNNNNNNN

OOOOOOOOFFFFFFFF WWWWWWWWAAAAAAAATTTTTTTTEEEEEEEERRRRRRRRSSSSSSSSHHHHHHHHEEEEEEEEDDDDDDDD


3.1 Geography and Geo-hydrology

3.1.1 Land use pattern

The net geographical area of watershed is about 5201 ha out of which 0.0 % is forest area.

About 27 % of the total land is classified under wasteland of which 12.5 % is cultivable and rest is

uncultivable. About 73 % of land is under agriculture from which 85 % is under rain-fed and a

kharif crop is taken, 15 % of land is irrigated by tube wells.

Table no. : 6 Land use pattern

S.

No.

Name of

watershed

Geographical

area

Forest

area

(ha)

Land under

agri. Use

(ha)

Rain-fed

area

(ha)

Permanent

pasture

Wasteland

Cultivable

(ha)

Non

cultivable

(ha)

1 Anwana

IWMP

Jodhpur 27

5000 0.00 3627 3095 290 626 457

3.1.2 Soil and topography

Anwana watershed project (Jodhpur 27) falls under North West Rajasthan Agro Climatic Zone

I-A (Arid Western). 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 0-6 % 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 2500 Anwana Sandy to

Loamy sand

2500 Moderate

slope

2 I A 2500 Govindpura,

Puniyo ki basin,

Baori

Sandy to

Loamy sand

2500 Moderate

slope

Table no. : 8 Flood and drought condition

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

1 Anwana Nil Once in three year

2 Govindpura,

Puniyo ki basin,

Nil Once in three year


Baori


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 435 44.7 6.3 121 30

2 2009 139 44.1 7.1 44 8

3 2008 270.5 43.8 5.8 43 16

4 2007 200 43.5 6.2 30 15

5 2006 205 43.0 5.9 45 17


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. Micro w/s no

Area Highest contour level

Lowest contour level

Level difference

Length of travel

% slope

1 14/1 515 365 316 49 2600 1.88

2 14/2 515 368 298 70 2610 2.68

3 14/3 425 366 309 57 1963 2.9

4 14/4 342 369 314 55 2246 2.44

Table no. : 11 Slope Detail of watershed

S. No. Slope % Area

1 0-1 % 2223

2 1-3 % 1407

3 3-5 % 980

4 5-10 % 240

5 10-15 % 120


6 15-35 % 30

Total 5000

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 3113 300 4112

b Rill 1680 300 4230

c Gully 207 300 4860

Sub-Total 13202

Wind erosion 5000 NA NA

Total for project 13202

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

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 3.75 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 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 Anwana 210 890 180 940 63 200 12 50

2 Govindpura 138 372 140 347 72 126 28 42

3 Punio Ki

Basni, Baori

123 282 122 422 61 88 5 18

S. No. Village Total owned land (ha)


Type of farmer

Large Small Marginal BPL

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

1 Anwana 300 1746 80 176 110 140 52 18

2 Govindpura 178 718 56 85 68 79 14 12

3 Punio Ki Basni,

Baori

165 646 52 91 62 61 17 5

Table No: 14 Land use & land classification

S.N.

Name of village

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 Anwana 276 1642 43 250 144 120 15 10 2500

2 Govindpura 120 700 150 130 70 50 5 10 1235

3 Punio Ki

Basni, Baori 136 753 92 122 76 70 8 8 1265

Table No: 15 Agriculture

S. No. Village Net sown area (ha)

One time Two times Three times

1 Anwana 1794 700 0


2 Govindpura 850 290 0

3 Punio Ki Basni, Baori 756 110 0

Table No: 16 Crop details

S.

No.

Village Net sown area (ha.) in Kharif

Bajra Gowar Moong Moth Til Arandi

1 Anwana 680 174 124 277 48 95

2 Govindpura 250 140 75 122 10 10

3 Punio Ki Basni,

Baori

310 110 90 93 5 18

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

Wheat Cumin Sarson Onion Isabgol

1 Anwana 136 97 121 32 63

2 Govindpura 46 6 5 10 6

3 Punio Ki Basni,

Baori

38 8 9 12 2

Table No: 17 Crop production


S. No. Crop production Kg per ha.

Wheat Bajra Moong Moth Onion Arandi

1 3000 1800 400 400 24000 240

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 Anwana 755 1410 4320 3200 12 10

2 Govindpura 500 403 1220 810 08 15

3 Punio Ki Basni, Baori 426 324 832 430 06 11

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 Anwana 755 320000 1410 700000 4320 330000 6485 1350000

2 Govindpura 500 180000 403 170000 1220 120000 2123 470000

3 Punio Ki

Basni, Baori

426 160000 324 150000 832 61000 1582 371000

Table No: 20 Drinking water

S. No. Village Ground water

table (Ft.)

Source of

drinking water

Availability in

months

Quality

1 Anwana 600 Tube well 12 Slightly Saline

2 Govindpura 630 Tube well 12 Slightly Saline

3 Punio Ki Basni, Baori

620 Tube well 12 Slightly Saline


3.2 Socio-Economic Profile

3.2.1 Demographic Status

Anwana watershed project has a total of 736 households with a population of 4739 (as per base-line

survey) out of which 2443 are male and 2296 female .The sex ratio is 94 female to 1000 male. There are

59 BPL families. The average family size is 5. The literacy rate is very low i.e. 25 per cent; male literacy

rate is 38 per cent (of total male population) and female literacy rate is as low as 10.5 per cent (of total

female population). It is noticeable that only five persons have reached up to graduation standard. The

major castes in the watershed are Rajput, Jat, Devasi and Schedule Caste. 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 Anwana 1645 1483 3128 321 712 1475

2 Govindpura 1005 881 1886 134 112 246

3 Punio Ki 413 392 805 58 46 104


Basni, Baori

Table No: 22 Literacy rate

S. No. Village Literacy

Total % Male % Female %

1 Anwana 1266 40.47 911 55.38 355 23.94

2 Govindpura 550 29.1 437 43.48 113 12.8

3 Punio Ki

Basni, Baori

410 31.2 250 45.4 240 22.1

Table No: 23 Poverty

S.

No.

Village Total

household

Total BPL

HH

% of BPL

HH

Landless HH % of Land

less HH

1 Anwana 465 191 41.07 28 6.02

2 Govindpura 168 16 9.52 5 2.97

3 Punio Ki Basni,

Baori

212 54 25.47 12 5.66


3.2.2 Migration Pattern

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

Bangalore, Mumbai and Pune as daily wagers and construction workers. 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 Anwana 3128 350 330 20 200 100 50 3000

2 Govindpura 1886 265 160 25 175 75 15 3000

3 Punio Ki Basni,

Baori

2022 322 170 35 130 110 82 3000

The existing livelihoods of Village are given below


Major activities (On Farm)

Name of activity No of House holds Average annual income from

the

cultivators 485 30000

Dairying 222 28000

Poultry 11 20000

Piggery 1 21000

Landless Agri. Labourers 238 30000

Major activities (Off Farm)

Name of activity Households/individuals Average annual income from the

Artisans 19 31000

Carpenter 26 28000

Blacksmith 13 22000

Leather Craft 19 24000

Porter 14 26500

Mason 41 40000

Others specify (Cycle

Repair ,STD,Craft etc)

16 12000


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 collects 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.


Status of Existing SHG

S.No Name of SHG Mem

bers

Activity

involved

Monthly

income

Fund

available

Assistance

available

Source of

assistance

Training

received

1 Jagdamba

(Govindpura) 12 1200 12000 Two

2 Veer Tejaji

(Govindpura) 10 1000 20000

3

Veer Tejaji

(Puniyo ki

basin)

10 1000 10000

4 Laxmi

(Anwana) 10 500 11000 CDPO off.

5 Vijay

(Anwana) 12 600 18000 CDPO off.

6 Neelkanth

(anwana) 10 500 7000

7 Ramdev 13 1300 13000


(Anwana)

8

Dhanwantri

(Puniyo ki

basin)

10 1000 15000

9 Ganga

(Govindpura) 10 1000 13000

10 Saraswati

(Govindpura) 10 1000 14000

11 Laxmi

(Govindpura) 10 1000 13000

12

Mahadev

(Puniyo ki

basin)

10 1000 11000

13 Godara

(Govindpura) 15 1500 13500

14 Bajrang bali

(anwana) 13 1300 16000


The table indicates existence of number of groups in the area also these need to be

strengthened through trainings and financial assistance

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 Anwana Yes 9 3 1 2 6 1

2 Govindpura Yes 2 2 0 0 3 0

3 Punio Ki

Basni, Baori

Yes 2 2 0 0 4 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 Anwana 275 18 630 187 117 27 45 26

2 Govindpura 87 6 278 95 10 4 7 31


3 Punio Ki

Basni, Baori

128 9 380 152 85 9 5 62

The Anwana watershed 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 Anwana watershed.

The Anwana watershed area has low productivity because of the following

reasons:-

i) Full dependence on monsoon

Anwana watershed 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.


iv) Lack of adequate farm machinery

Even today a large number of farmers in Anwana watershed 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 Anwana most 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.


CHAPTER - 4

WWWWWWWWAAAAAAAATTTTTTTTEEEEEEEERRRRRRRRSSSSSSSSHHHHHHHHEEEEEEEEDDDDDDDD

AAAAAAAACCCCCCCCTTTTTTTTIIIIIIIIVVVVVVVVIIIIIIIITTTTTTTTIIIIIIIIEEEEEEEESSSSSSSS


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) Cluster Approach

This envisages a broader vision of Geo-hydrological unit which involves treating a cluster of micro-

watershed. The Anwana watershed project consists of four micro-watersheds namely 14/1,2,3,4. Further Anwana

watershed project is in continuation with other watersheds namely Kelawa Kalan, Danwara and Anwana DDP IV

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

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. Various tools like matrix ranking, Venn Diagram were used to identify various local vegetations, fodder

crops, various institution and their significance in the life of farmers.

(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.


(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. Cluster 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


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


(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.

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

4.2.3 Water Budgeting

Strange’s table is used to calculate the total yield from watershed

Strange's Table

Yield from 1 hectare of Natural (Untreated) catchment

Total

Monsoon rainfall in

mm

Good Catchment Average Catchment Bad Catchment

% of utilisable rain water

Utilisable rain water (Cum)





20 0.08 0.16 0.06 0.12 0.04 0.08

40 0.13 0.52 0.0975 0.39 0.065 0.26


60 0.245 1.47 0.1735 1.041 0.1225 0.735

80 0.41 3.28 0.3075 2.46 0.205 1.64

100 0.7 7 0.525 5.25 0.35 3.5

120 0.9 10.8 0.675 8.1 0.45 5.4

140 1.1225 15.715 0.91875 12.8625 0.6125 8.575

160 1.625 26 1.21875 19.5 0.8125 13

180 2.12 38.16 1.59 28.62 1.06 19.08

200 2.7 54 2.025 40.5 1.35 27

220 3.26 71.72 2.445 53.79 1.63 35.86

240 3.81 91.44 2.8575 68.58 1.905 45.72

260 4.45 115.7 3.3375 86.775 2.225 57.85

280 5.19 145.32 3.3925 94.99 2.595 72.66

300 5.9 177 4.425 132.75 2.95 88.5

320 6.72 215.04 5.04 161.28 3.36 107.52

340 7.75 263.5 5.6775 193.035 3.785 128.69

360 8.55 307.8 6.4125 230.85 4.275 153.9

380 9.45 359.1 7.0876 269.3288 4.725 179.55

400 10.25 410 7.6875 307.5 5.125 205

420 11.05 464.1 8.2875 348.075 5.525 232.05

440 12 528 9 396 6 264

460 12.95 595.7 7.7125 354.775 6.475 297.85

480 13.9 667.2 10.425 500.4 6.95 333.6

500 14.7 735 11.025 551.25 7.35 367.5

520 15.5 806 11.625 604.5 7.75 403

540 16.36 883.44 12.2625 662.175 8.175 441.45

560 17.2 963.2 12.9 722.4 8.6 481.6

580 18 1044 13.5 783 9 522

600 19 1140 14.25 855 9.5 570


Good catchment - Hills or plains with little cultivation and moderately absorbent soil

Average catchment - Flat partly cultivated stiff gravely sandy absorbent soil Bad catchment - Flat and cultivated sandy soil

Table No. 28 Total available water

Village Area

ha.

Type of

catchment

Utilisable rain water/ ha

(Cu.m.)

Utilisable rain water from micro

w/s (Cu.m.)

Anwana 2500

Average 132.75 331875

Govindpura 1257

Average 132.75 166866.8

Punio Ki

Basni,

Baori 1243

Average 132.75 165008.3

Total 663750

Table No. 29 Water tapped in existing structure

S.No. Name No. Storage Capacity (Cu.m.)

i) Major Irrigation Project 0 0

ii) Medium Irrigation Project 0 0

iii) Form Ponds/Tanks 103 8600

iv) Anicuts/Nadi 13 9300

Total 17900


The water budgeting indicates potential for water harvesting in the area. Loose stone check dam, Masonry check

dam, Contour bunding, Dug out pond, Nallah bunding and water harvesting structure in arable land (Tanka),

Khadin etc. activities could be done.

Table No. 30 Activities planned for water harvesting

Activity No./ha. Storage capacity per No.

(Cu.m.)

Total water to be

harvested (Cu.m.)

Tanka 178 24 4272

Anicut 1 1450 1450

Dug out pond 12 190 2280

Khadin 2 1140 2280

Total 10282

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 Gram Sabha of the Gram Panchayat selects the chairman of the watershed

committee with the secretary who will be a paid functionary. In Anwana watershed two watershed

committee were formed namely Anwana w/s committee of Anwana gram panchayat and Baori w/s


committee of Baori gram panchayat. Since the watershed covers area of two gram panchayat so separate

watershed committee were constituted.

Table No. 31 Watershed Committee Anwana

S. No. Name Designation Sex Category Educational

Qualification

1 Hanuman ram / Sawal ram Jat Member M OBC Secondry

2 Bhiku das / Bhatu das Kamad Member M SC Primary

3 Smt. Dakhu devi / Panna ram Bhil Member F ST Literate

4 Nathu ram / Chuna ram Meghwal Member M SC Literate

5 Smt. Kapuri / Mohan ram Bishnoi Member F OBC Literate

6 Ranveer singh / Parmeshwar singh Member M Gen Secondry

7 Hardev ram Jodha ram Bishnoi Member M OBC Graduate

8 Smt. Khamakanwar / Devi singh Member F Gen Literate

9 Smt. Sugni devi / Koja ram Jat Member F OBC Literate

10 Shambhu singh / Gopal singh Secretary M Gen Secondry

11 Shambhu singh / Roop singh Member M Gen Secondry


12 Omkar singh / Bhinv singh Member M Gen Primary

13 Mahaveer singh / Parmeshwar singh Member M Gen Secondry

14 Sukhdev singh / Rajuram Jat Chairman M OBC Secondry

15 Manaram / Naruram Jat Member M OBC Primary

16 Bhagwan ram / Pokar ram Bishnoi Member M OBC Secondry

17 Sukharam / Dhannaram Bishnoi Member M OBC Secondry

18 Smt. Sua / Kishana ram Bhil Member F ST Literate

19 Smt. Sushila / Rughnath ram

Meghwal

Member F SC Literate

20 Smt. Anadu / Gepar ram Gurjar Member F OBC Literate

21 Deedar khan / Noor khan Member M Gen Primary

22 Sawai singh / Kisan singh Member M Gen Primary

Table No. 32 Watershed Committee Baori

S. No. Name Designation Sex Category Educational

Qualification

1 Smt. Budki / Kishanaram Member F SC Literate

2 Smt. Bhanwari / Laduram Jat Member F OBC Literate


3 Smt. Ghewari /Devaram Meghwal Member F SC Literate

4 Vishanaram / Poonaram Member M SC Literate

5 Laxman ram / Jogaram Member M OBC Primary

6 Aidanram / Bhera ram Jat Chairman M OBC Secondry

7 Bhanwara ram / Kesharam Jat Member M OBC Secondry

8 Ganga singh / Devi singh Member M General Primary

9 Smt. Samu devi / Mohan Puri Member M OBC Literate

10 Sangram ram / Durga ram Jat Member M OBC Literate

11 Smt Rukmi devi / Khiya ram Member M OBC Literate

12 Laxman ram / Sarup ram Member M OBC Literate

13 Ramprakash / Kistur ram Dholiya Secretary M OBC Secondry

14 Man ram Chandra ram Dudi Member M OBC Secondry

15 Bhanwar lal / Bhera ram Bhakar Member M OBC Primary

16 Smt. Mohani devi / Purkha ram Member F OBC Literate

17 Rana ram / Bachana ram Member M OBC Primary

18 Mana ram / Poona ram Member M OBC Primary

19 Mangla ram / Moti ram Member M OBC Literate

Details of Bank Account :


For each watershed committee, the separate saving bank account has been opened with the name of

Sarpanch, Secretary WC and 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 :

S.No.

Watershed

Committee

Account No. Bank Name

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

1. Anwana 05380110017258 UCO Bank, Baori

2. Baori 05380110016084 UCO Bank, Baori

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. 34 Entry Point Activity (EPA)

S.

No.

Name of WC Amount

earmarked for

EPA

Entry Point Activity planned Estimated Cost

(Lakh)

1 Anwana 15.00 lakh Installation of Solar light 3.7

Rain water harvesting structure (Tanka) 10.00

Other activity 01.3

2 Baori 15.00 lakh Installation of Solar light 3.7

Rain water harvesting structure (Tanka) 9.50

Other activity 1.80

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

EPA


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

1 Anwana 31.03.11

2 Baori 14.02.11


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.

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.

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%

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.

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.

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.


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.


CHAPTER - 5

PPPPPPPPRRRRRRRROOOOOOOOPPPPPPPPOOOOOOOOSSSSSSSSEEEEEEEEDDDDDDDD

DDDDDDDDEEEEEEEEVVVVVVVVEEEEEEEELLLLLLLLOOOOOOOOPPPPPPPPMMMMMMMMEEEEEEEENNNNNNNNTTTTTTTT PPPPPPPPLLLLLLLLAAAAAAAANNNNNNNN

Unit RATE QTY. Amt from

project

fund

Convergen

ce fund

Total Cost Beneficiar

y

contributio

n

QTY. Amt from

project

fund

Convergen

ce fund


y

contributio

n

QTY. Amt from

project

fund

Convergen

ce fund


y

contributio

n

I. ADMINISTRATIVE COST 10% 10% 10%

1 WDT MANDEYA

2 W C SEC MANDEYA

3OFFICE EXPENSES (JEEP/STATIONARY

& OTHER)

SUB TOTAL 37.50 0.00 37.50 37.500 0.000 37.500 75.00 0.00 75.00 0.00

II MONITORING 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

III EVALUATION 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

45.00 0.00 45.00 45.000 0.000 45.000 90.00 0.00 90.00 0.00

W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY 4% 15.00 15.00 30.00 4% 15.000 15.000 30.000 4% 30.00 30.00 60.00 0.00

15.00 0.00 15.00 15.000 0.000 15.000 30.00 0.00 30.00 0.00

VTRAININGS & CAPACITY

BUILDING 5% 5% 5%

1 USERS GROUP 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

18.75 0.00 18.75 18.750 0.000 18.750 37.50 0.00 37.50 0.00

VI DETAILED PROJECT REPORT 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

3.75 0.00 3.75 3.750 0.000 3.750 7.50 0.00 7.50 0.00

TOTAL (I-VI) 37.50 0.00 37.50 37.500 0.000 37.500 75.00 0.00 75.00 0.00

PROPOSED DEVELOPMENT PLAN

JODHPUR 27

S.

N.NAME OF ACTIVITY

Gram Panchayat ANWANA Gram Panchayat BAORI TOTAL JODHPUR 27

TOTAL

TOTAL

TOTAL

TOTAL


W/S WORK PHASE

VII NRM 56% 56% 56%

1 ARABLE CONSERVATION WORK

(i) Earthen Bund Ha. 14400 720 103.68 57.60 161.28 12.90 23.26 105.840 72.000 177.840 14.227 1455.00 209.52 129.60 339.12 27.13

(ii) WHS (Tanka) No. 90000 80 72.00 36.00 108.00 8.64 18.00 73.800 36.000 109.800 8.784 162.00 145.80 72.00 217.80 17.42

(iii) Waste weir No. 15100 20 3.02 3.02 6.04 0.48 1.00 3.020 3.020 6.040 0.483 40.00 6.04 6.04 12.08 0.97

(iv)Gulley Control Structure Nallah

Bunding No. 20000 10 2.00 1.00 3.00 0.24 0.00 2.000 1.000 3.000 0.240 20.00 4.00 2.00 6.00 0.48

(v) Khadin No. 455000 1 4.55 4.55 9.10 0.73 0.00 4.820 4.550 9.370 0.750 2.00 9.37 9.10 18.47 1.48

2NON ARABLE CONSERVATION

WORK

(i) V Ditch for PD Ha. 17000 10 1.70 1.70 3.40 0.27 0.00 1.700 1.700 3.400 0.000 20.00 3.40 3.40 6.80 0.27

(ii) Staggered Contour Trenches for PDHa. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

(iii) Dug out Pond No. 100000 6 6.00 10.00 16.00 1.28 1.00 6.000 10.000 16.000 0.000 12.00 12.00 20.00 32.00 1.28

(iv) WHS (Tanka) No. 90000 8 7.20 9.00 16.20 2.00 7.200 9.000 16.200 0.000 16.00 14.40 18.00 32.40 1.30

(v) Nallah Bunding with ww No. 35100 10 3.51 3.51 7.02 0.00 0.00 3.510 3.510 7.020 0.000 20.00 7.02 7.02 14.04 0.56

3 DRAINAGE LINE TREATMENT

(i) LSCD 'A' No. 25000 2 0.50 0.00 0.50 0.00 0.00 0.500 0.000 0.500 0.000 4.00 1.00 0.00 1.00 0.04

(ii) LSCD 'B' No. 23000 2 0.46 0.00 0.46 0.00 0.00 0.460 0.000 0.460 0.000 4.00 0.92 0.00 0.92 0.04

(iii) LSCD 'C' No. 21000 2 0.42 0.00 0.42 0.00 0.00 0.420 0.000 0.420 0.000 4.00 0.84 0.00 0.84 0.03

(iv) LSCD 'D' No. 19200 2 0.38 0.00 0.38 0.00 0.384 0.000 0.384 0.000 4.00 0.77 0.00 0.77 0.03

(v) LSCD 'E' No. 17300 2 0.35 0.00 0.35 0.00 0.00 0.346 0.000 0.346 0.000 4.00 0.69 0.00 0.69 0.03

(vi) Masonry Check Dam No. 0 1 4.23 4.23 8.46 0.00 0.00 0.000 4.230 4.230 0.000 1.00 4.23 8.46 12.69 0.68

210.00 130.61 340.61 0.00 0.00 210.000 145.010 355.010 0.000 420.00 275.62 695.62 27.25

VIIIPRODUCTION SYSTEM & MICRO

ENTERPRISES 10% 10% 10%

For Arable Land 0

1 Arable bund No. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

2 Agro Forestry No. 50 4000 2.00 0.00 2.00 0.00 0.00 2.000 0.000 2.000 0.000 8000.00 4.00 0.00 4.00 0.56

3Horticulture Plantation with fencing

& Tanka No. 27700 30 8.31 0.00 8.31 0.00 8.310 0.000 8.310 2.493 60.00 16.62 0.00 16.62 2.33

4Horticulture Plantation without

fencing (Orchard) No. 10000 10 1.00 0.00 1.00 0.00 1.000 0.000 1.000 0.300 20.00 2.00 0.00 2.00 0.28

5 Vermi Compost No. 37000 3 1.11 0.00 1.11 0.26 0.00 1.110 0.000 1.110 0.333 6.00 2.22 0.00 2.22 0.31

6 Crop Demonstration No. 1000 800 8.00 0.00 8.00 1.84 0.00 8.000 0.000 8.000 2.400 1600.00 16.00 0.00 16.00 2.24

7 Homested Kitchen Gerden No. 1000 200 2.00 0.00 2.00 0.46 0.00 2.000 0.000 2.000 0.600 400.00 4.00 0.00 4.00 0.56

8 Medicinal Plants No. 1000 100 1.00 0.00 1.00 0.23 0.00 1.000 0.000 1.000 0.300 200.00 2.00 0.00 2.00 0.28

For Non-arable Land

1 V Ditch for PD Ha. 3100 10 0.31 0.31 0.62 0.00 0.00 0.310 0.310 0.620 0.000 20.00 0.62 0.62 1.24 0.17

2 Plantation in PD Ha. 75100 10 7.51 7.51 15.02 0.00 0.00 7.510 7.510 15.020 0.000 20.00 15.02 15.02 30.04 4.21

3 Fencing of PD (by SW) Ha. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

TOTAL


4 Fencing of PD (by DCB) Ha. 0 10 2.81 2.81 5.62 0.00 2.810 2.810 5.620 0.000 20.00 5.62 5.62 11.24 1.57

2 LIVESTOCK MANAGEMENT

(i.) Animal Health Camp No. 25000 12 3.00 2.50 5.50 0.00 2.00 3.000 2.500 5.500 0.000 24.00 6.00 5.00 11.00 1.54

(ii) Vaccination No. 0 0 0.10 0.50 0.60 0.00 0.00 0.100 0.500 0.600 0.000 0.00 0.20 1.00 1.20 0.17

(iii) Purchase of Bull / Pada No. 25000 1 0.25 0.00 0.25 0.00 1.00 0.250 0.000 0.250 0.000 2.00 0.50 0.00 0.50 0.07

(iv) A I 0 0 0.10 0.50 0.60 0.00 0.00 0.100 0.500 0.600 0.000 0.00 0.20 1.00 1.20 0.17

1 37.50 14.13 51.63 1.00 37.500 14.130 51.630 75.00 28.26 103.26 14.46

1 LIVELIHOOD 9% 33.75 0.00 33.75 0.00 9% 33.750 0.000 0.000 0.000 9%

iRevolving fund to SHG's (5 to 20

person per SHG) 60% 20.25 0.00 20.25 0.00 20.250 0.000 20.250 0.000 40.50 0.00 40.50 0.00

iiRevolving fund to individual

entrepreneurs 10% 3.38 0.00 3.38 0.00 3.375 0.000 3.375 0.000 6.75 0.00 6.75 0.00

iiiGrant in aid to entrepreneurs

SHG/SHG's federation 30% 10.13 0.00 10.13 0.00 0.00 10.125 0.000 10.125 0.000 20.25 0.00 20.25 0.00

33.75 0.00 33.75 0.00 0.00 33.750 0.000 33.750 0.000 67.50 0.00 67.50 0.00

IX CONSOLIDATION PHASE 3% 11.25 0.00 11.25 0.00 3% 11.250 0.000 11.250 0.000 3% 22.50 0.00 22.50 0.00

GRAND TOTAL 375.00 144.74 519.74 27.33 0.00 375.000 159.140 534.140 30.910 750.00 303.88 1053.88 107.89

TOTAL

TOTAL



CHAPTER - 6

AAAAAAAACCCCCCCCTTTTTTTTIIIIIIIIVVVVVVVVIIIIIIIITTTTTTTTYYYYYYYY WWWWWWWWIIIIIIIISSSSSSSSEEEEEEEE

AAAAAAAABBBBBBBBSSSSSSSSTTTTTTTTRRRRRRRRAAAAAAAACCCCCCCCTTTTTTTT OOOOOOOOFFFFFFFF CCCCCCCCOOOOOOOOSSSSSSSSTTTTTTTT

Unit RATE QTY. Amt from project

fund

Convergence fund Total Cost Beneficiary

contribution

I. ADMINISTRATIVE COST 10%

1 WDT MANDEYA

2 W C SEC MANDEYA

3OFFICE EXPENSES (JEEP/STATIONARY &

OTHER)

SUB TOTAL 37.500 0.000 37.500

II MONITORING 1% 3.750 0.000 3.750

III EVALUATION 1% 3.750 0.000 3.750

45.000 0.000 45.000

W/S PREPARATORY PHASE 0.000 0.000 0.000

IV ENTRY POINT ACTIVITY 4% 15.000 15.000 30.000

15.000 0.000 15.000

V TRAININGS & CAPACITY BUILDING 5%

0.000 0.000 0.000

18.750 0.000 18.750

VI DETAILED PROJECT REPORT 1% 3.750 0.000 3.750

3.750 0.000 3.750

TOTAL 37.500 0.000 37.500

W/S WORK PHASE

ACTIVITY WISE TOTAL ABSTRACT OF COST

JODHPUR 27

S. N. NAME OF ACTIVITY

TOTAL

WATERSHED COMMITTEE - ANWANA

TOTAL

TOTAL

TOTAL

TOTAL


VII NRM 56%


(i) Earthen Bund Ha. 14400 720 103.680 57.600 161.280 12.902

(ii) WHS (Tanka) No. 90000 80 72.000 36.000 108.000 8.640

(iii) Waste weir No. 15100 20 3.020 3.020 6.040 0.483

(iv) Gulley Control Structure Nallah BundingNo. 20000 10 2.000 1.000 3.000 0.240

(v) Khadin No. 455000 1 4.550 4.550 9.100 0.728

2 NON ARABLE CONSERVATION WORK

(i) V Ditch for PD Ha. 17000 10 1.700 1.700 3.400 0.272

(ii) Staggered Contour Trenches for PD Ha. 0 0 0.000 0.000 0.000 0.000

(iii) Dug out Pond No. 100000 6 6.000 10.000 16.000 1.280

(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200 1.296

(v) Nallah Bunding with ww No. 35100 10 3.510 3.510 7.020 0.562

3 DRAINAGE LINE TREATMENT 0 0.000 0.000 0.000 0.000

(i) LSCD 'A' No. 25000 2 0.500 0.000 0.500 0.040

(ii) LSCD 'B' No. 23000 2 0.460 0.000 0.460 0.037

(iii) LSCD 'C' No. 21000 2 0.420 0.000 0.420 0.034

(iv) LSCD 'D' No. 19200 2 0.384 0.000 0.384 0.031

(v) LSCD 'E' No. 17300 2 0.346 0.000 0.346 0.028

(vi) Masonry Check Dam No. 0 1 4.230 4.230 8.460 0.677

0 0 210.000 130.610 340.610 27.249

VIII PRODUCTION SYSTEM 37.500 10%

For Arable Land 0

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 4000 2.000 0.000 2.000 0.280

3Horticulture Plantation with fencing &

Tanka No. 27700 30 8.310 0.000 8.310 1.163

4Horticulture Plantation without fencing

(Orchard) No. 10000 10 1.000 0.000 1.000 0.140

5 Vermi Compost No. 37000 3 1.110 0.000 1.110 0.155

6 Crop Demonstration No. 1000 800 8.000 0.000 8.000 1.120

TOTAL


7 Homested Kitchen Gerden No. 1000 200 2.000 0.000 2.000 0.280

8 Medicinal Plants No. 1000 100 1.000 0.000 1.000 0.140

For Non-arable Land 0 0.000 0.000 0.000 0.000

1 V Ditch for PD Ha. 3100.000 10 0.310 0.310 0.620 0.087

2 Plantation in PD Ha. 75100.000 10 7.510 7.510 15.020 2.103

3 Fencing of PD (by SW) Ha. 0.000 0 0.000 0.000 0.000 0.000

4 Fencing of PD (by DCB) Ha. 0.000 10 2.810 2.810 5.620 0.787

2 LIVESTOCK MANAGEMENT 0 0.000 0.000 0.000 0.000

(i.) Animal Health Camp No. 25000 12 3.000 2.500 5.500 0.770

(ii) Vaccination No. 0 0 0.100 0.500 0.600 0.084

(iii) Purchase of Bull / Pada No. 25000 1 0.250 0.000 0.250 0.035

(iv) A I 0 0.100 0.500 0.600 0.084

1 37.500 14.130 51.630 7.228

1 LIVELIHOOD 9% 33.750 0.000 33.750 0.000

iRevolving fund to SHG's (5 to 20 person

per SHG) 60% 20.250 0.000 20.250 0.000

iiRevolving fund to individual entrepreneurs

10% 3.375 0.000 3.375 0.000

iiiGrant in aid to entrepreneurs SHG/SHG's

federation 30% 10.125 0.000 10.125 0.000

33.750 0.000 33.750 0.000

IX CONSOLIDATION PHASE 3% 11.250 0.000 11.250 0.000

GRAND TOTAL 375.000 144.740 519.740 68.954

TOTAL

TOTAL



fund


contribution


1 WDT MANDEYA

2 W C SEC MANDEYA


OTHER)

SUB TOTAL 37.500 0.000 37.500

II MONITORING 1% 3.750 0.000 3.750

III EVALUATION 1% 3.750 0.000 3.750

45.000 0.000 45.000



15.000 0.000 15.000

V TRAININGS & CAPACITY BUILDING 5%

0.000 0.000 0.000

18.750 0.000 18.750


3.750 0.000 3.750

TOTAL 37.500 0.000 37.500


JODHPUR 27

WATERSHED COMMITTEE - BAORI


TOTAL

TOTAL

TOTAL

TOTAL

TOTAL


W/S WORK PHASE

VII NRM 56%


(i) Earthen Bund Ha. 14400 735 105.840 72.000 177.840 14.227

(ii) WHS (Tanka) No. 90000 82 73.800 36.000 109.800 8.784

(iii) Waste weir No. 15100 20 3.020 3.020 6.040 0.483


(v) Khadin No. 455000 1 4.820 4.550 9.370 0.750

2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0.000

(i) V Ditch for PD Ha. 17000 10 1.700 1.700 3.400 0.000



(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200 0.000



(i) LSCD 'A' No. 25000 2 0.500 0.000 0.500 0.000

(ii) LSCD 'B' No. 23000 2 0.460 0.000 0.460 0.000

(iii) LSCD 'C' No. 21000 2 0.420 0.000 0.420 0.000

(iv) LSCD 'D' No. 19200 2 0.384 0.000 0.384 0.000

(v) LSCD 'E' No. 17300 2 0.346 0.000 0.346 0.000


0 0 210.000 145.010 355.010 0.000

VIII PRODUCTION SYSTEM 37.500 10%

For Arable Land 0 0.000 0.000 0.000 0.000

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 4000 2.000 0.000 2.000 0.280


Tanka No. 27700 30 8.310 0.000 8.310 1.163


(Orchard) No. 10000 10 1.000 0.000 1.000 0.140

5 Vermi Compost No. 37000 3 1.110 0.000 1.110 0.155

TOTAL





For Non-arable Land

1 V Ditch for PD Ha. 3100.000 10 0.310 0.310 0.620 0.087



4 Fencing of PD (by DCB) Ha. 0.000 10 2.810 2.810 5.620 0.787





(iv) A I 0 0.100 0.500 0.600 0.084

1 37.500 14.130 51.630 7.228

1 LIVELIHOOD 9% 33.750 0.000 33.750 0.000


per SHG) 60% 20.250 0.000 20.250 0.000


10% 3.375 0.000 3.375 0.000


federation 30% 1 10.125 0.000 10.125 0.000

1 33.750 0.000 33.750 0.000


GRAND TOTAL 1 375.000 159.140 534.140 38.940

TOTAL

TOTAL



fund


contribution


1 WDT MANDEYA

2 W C SEC MANDEYA


OTHER)

SUB TOTAL 75.000 0.000 75.000 0.000

II MONITORING 1% 7.500 0.000 7.500 0.000

III EVALUATION 1% 7.500 0.000 7.500 0.000

90.000 0.000 90.000 0.000


IV ENTRY POINT ACTIVITY 4% 30.000 30.000 60.000 0.000

30.000 0.000 30.000 0.000

V TRAININGS & CAPACITY BUILDING 5% 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

37.500 0.000 37.500 0.000

VI DETAILED PROJECT REPORT 1% 7.500 0.000 7.500 0.000

7.500 0.000 7.500 0.000

TOTAL 75.000 0.000 75.000 0.000


JODHPUR 27


TOTAL

TOTAL

TOTAL

TOTAL

TOTAL


W/S WORK PHASE

VII NRM 56%

1 ARABLE CONSERVATION WORK 0.000 0.000 0.000 0.000

(i) Earthen Bund Ha. 14400 1455 209.520 129.600 339.120 27.130

(ii) WHS (Tanka) No. 90000 162 145.800 72.000 217.800 17.424

(iii) Waste weir No. 15100 40 6.040 6.040 12.080 0.966


(v) Khadin No. 455000 2 9.370 9.100 18.470 1.478


(i) V Ditch for PD Ha. 17000 20 3.400 3.400 6.800 0.272



(iv) WHS (Tanka) No. 90000 16 14.400 18.000 32.400 1.296



(i) LSCD 'A' No. 25000 4 1.000 0.000 1.000 0.040

(ii) LSCD 'B' No. 23000 4 0.920 0.000 0.920 0.037

(iii) LSCD 'C' No. 21000 4 0.840 0.000 0.840 0.034

(iv) LSCD 'D' No. 19200 4 0.768 0.000 0.768 0.031

(v) LSCD 'E' No. 17300 4 0.692 0.000 0.692 0.028


0 420.000 275.620 695.620 27.249

VIII PRODUCTION SYSTEM 10%

For Arable Land

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 8000 4.000 0.000 4.000 0.560


Tanka No. 27700 60 16.620 0.000 16.620 2.327


(Orchard) No. 10000 20 2.000 0.000 2.000 0.280

5 Vermi Compost No. 37000 6 2.220 0.000 2.220 0.311

TOTAL





For Non-arable Land

1 V Ditch for PD Ha. 3100 20 0.620 0.620 1.240 0.174

2 Plantation in PD Ha. 75100 20 15.020 15.020 30.040 4.206

3 Fencing of PD (by SW) Ha. 0 0 0.000 0.000 0.000 0.000

4 Fencing of PD (by DCB) Ha. 0 20 5.620 5.620 11.240 1.574





(iv) A I 0 0 0.200 1.000 1.200 0.168

75.000 28.260 103.260 14.456

0.000 0.000 0.000 0.000

1 LIVELIHOOD 9%


per SHG) 60% 40.500 0.000 40.500 0.000


10% 6.750 0.000 6.750 0.000


federation 30% 20.250 0.000 20.250 0.000

67.500 0.000 67.500 0.000


GRAND TOTAL 750.000 303.880 1053.880 107.894

TOTAL

TOTAL


Name of the Project IWMP 27 Cluster Geographical Area 2551 Ha

G.P. Anwana Anwana Effective Area 2500 Ha

Block Baori IWMP Total Arable land Ha

District. Jodhpur Date of Sanction 1. Irrigated 276 Ha

Village Covered 1 NO. 2. Unirrigated 1642 Ha

Project outlay 375 LAC Total Nonarable land Ha

Total Area 2500 Hectare No. of SHG's formed 5 1. Pasture 144 Ha

No. of WC's formed 1 No. of UG's formed 12 2. Govt. / waste /OTHER LAND 438 Ha

QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN

I. ADMINISTRATIVE COST 10% 37.5

1 WDT MANDEYA

2 W C SEC MANDEYA

3OFFICE EXPENSES (JEEP/STATIONARY & OTHER)

SUB TOTAL 37.500 37.500

II MONITORING 1% 3.750 3.750 3.750

III EVALUATION 1% 3.750 3.750 3.750

45.000 0.000 0.000 0.000 0.000 0.000 45.000



1 SOLAR LIGHT

2 WATER TANKA

3 REPAIRING OF TANKA

6 OTHER

15.000 15.000 0.000 0.000 0.000 0.000 0.000 15.000


BUILDING 5% 18.750

1 USERS GROUP

18.750 18.750

VI DETAILED PROJECT REPORT 1% 3.750 3.750 1 3.750 3.750

3.750 3.750 1 3.750 3.750

TOTAL 37.500 3.750 37.500

(YEAR WISE BREAK UP)

Macro/Micro

W C

TOTALTHIRD YEAR

Scheme/Batch

YEAR WISE WORK PLAN OF WATERSHED COMMITTEE ANWANA

S. N. SECOND YEAR

TOTAL

FIRST YEAR SIXTH YEARNAME OF ACTIVITYTARGET

Date of Approval of the

work plan

FOURTH YEAR

TOTAL

TOTAL

TOTAL

FIFTH YEAR



TOTALTHIRD YEARS. N. SECOND YEARFIRST YEAR SIXTH YEARNAME OF ACTIVITY

TARGETFOURTH YEAR FIFTH YEAR

W/S WORK PHASE

VII NRM 56% 210.000 22.500 56.250 56.250 45.000 30.000 210.000

1ARABLE CONSERVATION

WORK

(i) Earthen Bund 720 14400 103.680 10 1.440 55 7.920 200 28.800 289 41.616 166 23.904 720 103.680

(ii) WHS (Tanka) 80 90000 72.000 20 18.000 42 37.800 17 15.300 1 0.900 0 0.000 80 72.000

(iii) Waste weir 20 15100 3.020 1 0.151 6 0.906 5 0.755 3 0.453 5 0.755 20 3.020


Bunding 10 20000 2.000 0 0.000 2 0.400 3 0.600 2 0.400 3 0.600 10 2.000

(v) Khadin 1 455000 4.550 0 0.000 0 0.000 1 4.550 0 0.000 0 0.000 1 4.550


WORK

(i) V Ditch for PD 10 17000 1.700 0.000 10 1.700 0 0.000 0.000 0 0.000 10 1.700

(ii)Staggered Contour Trenches for

PD 0 0 0.000 0 0.000 0 0.000 0.000 0 0.000 0 0.000

(iii) Dug out Pond 6 100000 6.000 1 1.000 2 2.000 2 2.000 0.000 1 1.000 6 6.000

(iv) WHS (Tanka) 8 90000 7.200 2 1.800 2 1.800 2 1.800 1 0.900 1 0.900 8 7.200

(v) Nallah Bunding with ww 10 35100 3.510 0 0.000 3 1.053 3 1.053 2 0.702 2 0.702 10 3.510


(i) LSCD 'A' 2 25000 0.500 0 0.000 2 0.500 0 0.000 0 0.000 0 0.000 2 0.500

(ii) LSCD 'B' 2 23000 0.460 0 0.000 2 0.460 0 0.000 0 0.000 0 0.000 2 0.460

(iii) LSCD 'C' 2 21000 0.420 0 0.000 1 0.210 1 0.210 0 0.000 0 0.000 2 0.420

(iv) LSCD 'D' 2 19200 0.384 0 0.000 1 0.192 1 0.192 0 0.000 0 0.000 2 0.384

(v) LSCD 'E' 2 17300 0.346 0 0.000 1 0.173 1 0.173 0 0.000 0 0.000 2 0.346

(vi) Masonry Check Dam 1 0 4.230 0 0.109 0 1.136 0 0.817 0 0.029 0 2.139 0 4.230

210.000 22.500 56.250 56.250 45.000 30.000 210.000

VIIIPRODUCTION SYSTEM &

MICRO ENTERPRISES 10% 37.500 45.000

For Arable Land

1 Arable bund 0 0 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

2 Agro Forestry 4000 50 2.000 0 0.000 1000 0.500 1000 0.500 1000 0.500 1000 0.500 4000 2.000

3Horticulture Plantation with

fencing & Tanka 30 27700 8.310 0 0.000 5 1.385 10 2.770 10 2.770 5 1.385 30 8.310


fencing (Orchard) 10 10000 1.000 0.000 2 0.200 5 0.500 1 0.100 2 0.200 10 1.000

5 Vermi Compost 3 37000 1.110 0 0.000 1 0.370 1 0.370 1 0.370 0 0.000 3 1.110

6 Crop Demonstration 800 1000 8.000 0 0.000 200 2.000 200 2.000 200 2.000 200 2.000 800 8.000

7 Homested Kitchen Gerden 200 1000 2.000 0 0.000 50 0.500 50 0.500 50 0.500 50 0.500 200 2.000

8 Medicinal Plants 100 1000 1.000 0 0.000 25 0.250 25 0.250 25 0.250 25 0.250 100 1.000

TOTAL



TOTALTHIRD YEARS. N. SECOND YEARFIRST YEAR SIXTH YEARNAME OF ACTIVITY

TARGETFOURTH YEAR FIFTH YEAR

For Non-arable Land 0.000 0.000 0.000 0.000 0 0.000 0 0.000

1 V Ditch for PD 10 3100.000 0.310 0.000 10 0.310 0.000 0.000 0 0.000 10 0.310

2 Plantation in PD 10 75100.000 7.510 0.000 10 7.510 0.000 0.000 0 0.000 10 7.510

3 Fencing of PD (by SW) 0 0.000 0.000 0 0.000 0.000 0.000 0 0.000 0 0.000

4 Fencing of PD (by DCB) 10 2.810 0.000 10 2.810 0.000 0.000 0 0.000 10 2.810

2 LIVESTOCK MANAGEMENT 0

(i.) Animal Health Camp 12 25000 3.000 2 0.500 2 0.500 3 0.750 3 0.750 2 0.500 12 3.000

(ii) Vaccination 0.100 0.000 0.050 0.000 0.050 0.000 0 0.100

(iii) Purchase of Bull / Pada 1 25000 0.250 1 0.250 0 0.000 0 0.000 0.000 0.000 1 0.250

(iv) A I 0.100 0.000 0.000 0.050 0.000 0.050 0 0.100

37.500 0.750 16.385 7.690 7.290 5.385 37.500

1 LIVELIHOOD 9% 33.750

Revolving fund to SHG's (5 to 20

person per SHG) 60% 81 0.250 20.250 5 1.250 17 4.250 20 5.000 20 5.000 19.000 4.750 81 20.250

Revolving fund to individual

entrepreneurs 10% 14 0.250 3.375 1 0.250 2 0.500 3 0.750 4 1.000 4.000 0.875 14 3.375

Grant in aid to entrepreneurs

SHG/SHG's federation 30% 6 2.000 10.125 1 2.000 1 2.000 1 2.000 1 2.000 2.000 2.125 6 10.125

33.750 3.500 6.750 7.750 8.000 7.750 33.750

IX CONSOLIDATION PHASE 3% 11.250 11.250 6.750 4.500 11.250

GRAND TOTAL 375.000 30.500 79.385 71.690 67.040 47.635 375.000

TOTAL

TOTAL



G.P. Baori Baori Effective Area 2500 Ha








I. ADMINISTRATIVE COST 10% 37.5

1 WDT MANDEYA

2 W C SEC MANDEYA


SUB TOTAL 37.500 37.500

II MONITORING 1% 3.750 3.750 3.750

III EVALUATION 1% 3.750 3.750 3.750

45.000 0.000 0.000 0.000 0.000 0.000 45.000



1 SOLAR LIGHT

2 WATER TANKA


6 OTHER

15.000 15.000 0.000 0.000 0.000 0.000 0.000 15.000


BUILDING 5% 18.750

1 USERS GROUP

18.750 18.750


3.750 3.750 1 3.750 3.750

TOTAL 37.500 3.750 37.500

TOTAL

TOTAL

TOTAL

TOTAL

TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR


work plan

YEAR WISE WORK PLAN OF WATERSHED COMMITTEE BAORI

S. N. NAME OF ACTIVITYTARGET


Macro/Micro

W C

Scheme/Batch



TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY

TARGET

W/S WORK PHASE

VII NRM 56% 210.000 22.500 56.250 56.250 45.000 30.000 210.000


WORK

(i) Earthen Bund 735 14400 105.840 23 3.349 75 10.856 204 29.347 289 41.645 143 20.643 735 105.840

(ii) WHS (Tanka) 82 90000 73.800 18 16.200 40 36.000 17 15.300 1 0.900 6 5.400 82 73.800

(iii) Waste weir 20 15100 3.020 1 0.151 6 0.906 5 0.755 3 0.453 5 0.755 20 3.020


Bunding 10 20000 2.000 0 0.000 2 0.400 3 0.600 2 0.400 3 0.600 10 2.000

(v) Khadin 1 482000 4.820 0 0.000 0 0.000 1 4.820 0 0.000 0 0.000 1 4.820


WORK

(i) V Ditch for PD 10 17000 1.700 0.000 10 1.700 0 0.000 0.000 0 0.000 10 1.700


PD 0 0 0.000 0 0.000 0 0.000 0.000 0 0.000 0 0.000

(iii) Dug out Pond 6 100000 6.000 1 1.000 2 2.000 2 2.000 0.000 1 1.000 6 6.000

(iv) WHS (Tanka) 8 90000 7.200 2 1.800 2 1.800 2 1.800 1 0.900 1 0.900 8 7.200



(i) LSCD 'A' 2 25000 0.500 0 0.000 2 0.500 0 0.000 0 0.000 0 0.000 2 0.500

(ii) LSCD 'B' 2 23000 0.460 0 0.000 2 0.460 0 0.000 0 0.000 0 0.000 2 0.460

(iii) LSCD 'C' 2 21000 0.420 0 0.000 1 0.210 1 0.210 0 0.000 0 0.000 2 0.420

(iv) LSCD 'D' 2 19200 0.384 0 0.000 1 0.192 1 0.192 0 0.000 0 0.000 2 0.384

(v) LSCD 'E' 2 17300 0.346 0 0.000 1 0.173 1 0.173 0 0.000 0 0.000 2 0.346


210.000 22.500 56.250 56.250 45.000 30.000 210.000


MICRO ENTERPRISES 10% 37.500

For Arable Land

1 Arable bund 0 0 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

2 Agro Forestry 4000 50 2.000 0 0.000 1000 0.500 1000 0.500 1000 0.500 1000 0.500 4000 2.000


fencing & Tanka 30 27700 8.310 0 0.000 5 1.385 10 2.770 10 2.770 5 1.385 30 8.310


fencing (Orchard) 10 10000 1.000 0.000 2 0.200 5 0.500 1 0.100 2 0.200 10 1.000

5 Vermi Compost 3 37000 1.110 0 0.000 1 0.370 1 0.370 1 0.370 0 0.000 3 1.110




TOTAL




TARGET


1 V Ditch for PD 10 3100.000 0.310 0.000 10 0.310 0.000 0.000 0 0.000 10 0.310

2 Plantation in PD 10 75100.000 7.510 0.000 10 7.510 0.000 0.000 0 0.000 10 7.510





(ii) Vaccination 0.100 0.000 0.050 0.000 0.050 0.000 0 0.100


(iv) A I 0.100 0.000 0.000 0.050 0.000 0.050 0 0.100

37.500 0.750 16.385 7.690 7.290 5.385 37.500



person per SHG) 60% 81 0.250 20.250 5 1.250 17 4.250 20 5.000 20 5.000 19.000 4.750 81 20.250


entrepreneurs 10% 14 0.250 3.375 1 0.250 2 0.500 3 0.750 4 1.000 4.000 0.875 14 3.375


SHG/SHG's federation 30% 6 2.000 10.125 1 2.000 1 2.000 1 2.000 1 2.000 2.000 2.125 6 10.125

33.750 3.500 6.750 7.750 8.000 7.750 33.750

IX CONSOLIDATION PHASE 3% 11.250 11.250 6.750 4.500 11.250

GRAND TOTAL 375.000 30.500 79.385 71.690 67.040 47.635 375.000

TOTAL

TOTAL


Name of the Project IWMP 27 Cluster Geographical Area 5201

G.P. Baori Baori Effective Area 5000

Block Baori IWMP Total Arable land 0

District. Jodhpur Date of Sanction 1. Irrigated 532

Village Covered 2 NO. 2. Unirrigated 3095

Project outlay 750 LAC Total Nonarable land 0

Total Area 5000 Hectare No. of SHG's formed 11 1. Pasture 290

No. of WC's formed 2 No. of UG's formed 23 2. Govt. / waste /OTHER LAND 1083

QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY

I. ADMINISTRATIVE COST 10% 75

1 WDT MANDEYA

2 W C SEC MANDEYA


SUB TOTAL 75.000

II MONITORING 1% 7.500 7.500

III EVALUATION 1% 7.500 7.500

90.000 0.000 0.000 0.000 0.000 0.000



1 SOLAR LIGHT

2 WATER TANKA


6 OTHER

30.000 30.000 0.000 0.000 0.000 0.000 0.000


BUILDING 5% 37.500

1 USERS GROUP

37.500

VI DETAILED PROJECT REPORT 1% 7.500 7.500 1 7.500

7.500 7.500 1 7.500

TOTAL 75.000 7.500

TOTAL

TOTAL

TOTAL

TOTAL



work plan

YEAR WISE WORK PLAN OF WATERSHED JODHPUR 27



Macro/Micro

W C

Scheme/Batch




TARGET

W/S WORK PHASE

VII NRM 56% 420.000 45.000 112.500 112.500 90.000 60.000


WORK

(i) Earthen Bund 1455 14400 209.520 33 4.789 130 18.776 404 58.147 578 83.261 309 44.547 1455

(ii) WHS (Tanka) 162 90000 145.800 38 34.200 82 73.800 34 30.600 2 1.800 6 5.400 162

(iii) Waste weir 40 15100 6.040 2 0.302 12 1.812 10 1.510 6 0.906 10 1.510 40


Bunding 20 20000 4.000 0 0.000 4 0.800 6 1.200 4 0.800 6 1.200 20

(v) Khadin 2 9.370 0 0.000 0 0.000 2 9.370 0 0.000 0 0.000 2


WORK 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

(i) V Ditch for PD 20 17000 3.400 0 0.000 20 3.400 0 0.000 0 0.000 0 0.000 20


PD 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

(iii) Dug out Pond 12 100000 12.000 2 2.000 4 4.000 4 4.000 0 0.000 2 2.000 12

(iv) WHS (Tanka) 16 90000 14.400 4 3.600 4 3.600 4 3.600 2 1.800 2 1.800 16

(v) Nallah Bunding with ww 20 35100 7.020 0 0.000 6 2.106 6 2.106 4 1.404 4 1.404 20

3 DRAINAGE LINE TREATMENT 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

(i) LSCD 'A' 4 25000 1.000 0 0.000 4 1.000 0 0.000 0 0.000 0 0.000 4

(ii) LSCD 'B' 4 23000 0.920 0 0.000 4 0.920 0 0.000 0 0.000 0 0.000 4

(iii) LSCD 'C' 4 21000 0.840 0 0.000 2 0.420 2 0.420 0 0.000 0 0.000 4

(iv) LSCD 'D' 4 19200 0.768 0 0.000 2 0.384 2 0.384 0 0.000 0 0.000 4

(v) LSCD 'E' 4 17300 0.692 0 0.000 2 0.346 2 0.346 0 0.000 0 0.000 4

(vi) Masonry Check Dam 1 0 4.230 0 0.109 0 1.136 0 0.817 0 0.029 0 2.139 0

420.000 45.000 112.500 112.500 90.000 60.000


MICRO ENTERPRISES 10% 75.000

For Arable Land

1 Arable bund 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

2 Agro Forestry 8000 50 4.000 0 0.000 2000 1.000 2000 1.000 2000 1.000 2000 1.000 8000


fencing & Tanka 60 27700 16.620 0 0.000 10 2.770 20 5.540 20 5.540 10 2.770 60


fencing (Orchard) 20 10000 2.000 0 0.000 4 0.400 10 1.000 2 0.200 4 0.400 20

5 Vermi Compost 6 37000 2.220 0 0.000 2 0.740 2 0.740 2 0.740 0 0.000 6

6 Crop Demonstration 1600 1000 16.000 0 0.000 400 4.000 400 4.000 400 4.000 400 4.000 1600

7 Homested Kitchen Gerden 400 1000 4.000 0 0.000 100 1.000 100 1.000 100 1.000 100 1.000 400

8 Medicinal Plants 200 1000 2.000 0 0.000 50 0.500 50 0.500 50 0.500 50 0.500 200

TOTAL




TARGET

For Non-arable Land 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

1 V Ditch for PD 20 3100.000 0.620 0 0.000 20 0.620 0 0.000 0 0.000 0 0.000 20

2 Plantation in PD 20 75100.000 15.020 0 0.000 20 15.020 0 0.000 0 0.000 0 0.000 20

3 Fencing of PD (by SW) 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

4 Fencing of PD (by DCB) 20 5.620 0 0.000 20 5.620 0 0.000 0 0.000 0 0.000 20

2 LIVESTOCK MANAGEMENT 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0

(i.) Animal Health Camp 24 25000 6.000 4 1.000 4 1.000 6 1.500 6 1.500 4 1.000 24

(ii) Vaccination 0 0.200 0 0.000 0 0.100 0 0.000 0 0.100 0 0.000 0

(iii) Purchase of Bull / Pada 2 25000 0.500 2 0.500 0 0.000 0 0.000 0 0.000 0 0.000 2

(iv) A I 0 0.200 0 0.000 0 0.000 0 0.100 0 0.000 0 0.100 0

75.000 1.500 32.770 15.380 14.580 10.770



person per SHG) 60% 162 0.250 40.500 10 2.500 34 8.500 40 10.000 40 10.000 38 9.500 162


entrepreneurs 10% 28 0.250 6.750 2 0.500 4 1.000 6 1.500 8 2.000 8 1.750 28


SHG/SHG's federation 30% 12 2.000 20.250 2 4.000 2 4.000 2 4.000 2 4.000 4 4.250 12

67.500 7.000 13.500 15.500 16.000 15.500


GRAND TOTAL 750.000 61.000 158.770 143.380 134.080 95.270

TOTAL

TOTAL


Ha

Ha

Ha

Ha

Ha

Ha

Ha

Ha

FIN

75.000

7.500

7.500

90.000

30.000

37.500

7.500

7.500

75.000

TOTAL


FIN

TOTAL

420.000

209.520

145.800

6.040

4.000

9.370

0.000

3.400

0.000

12.000

14.400

7.020

0.000

1.000

0.920

0.840

0.768

0.692

4.230

420.000

0.000

4.000

16.620

2.000

2.220

16.000

4.000

2.000


FIN

TOTAL

0.000

0.620

15.020

0.000

5.620

0.000

6.000

0.200

0.500

0.200

75.000

40.500

6.750

20.250

67.500

22.500

750.000



G.P. Anwana Anwana Effective Area 2500 Ha









1 WDT MANDEYA

2 W C SEC MANDEYA


SUB TOTAL 0.000 0.000

II MONITORING 1% 0.000 0.000 0.000

III EVALUATION 1% 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000



1 SOLAR LIGHT

2 WATER TANKA


6 OTHER

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000


BUILDING 5% 0.000

1 USERS GROUP

0.000 0.000


0.000 0.000 1 0.000 0.000

TOTAL 0.000 0.000 0.000

TOTAL

TOTAL

TOTAL

TOTAL



work plan

YEAR WISE WORK PLAN OF WATERSHED COMMITTEE ANWANA (Through Convergence)


(YEAR WISE BREAK UP) (Through Convergence)

Macro/Micro

W C

Scheme/Batch




TARGET

W/S WORK PHASE

VII NRM 22.500 56.250 56.250 45.000 30.000 210.000


WORK

(i) Earthen Bund 400 14400 57.600 0 0.000 10 1.440 50 7.200 289 41.616 51 7.344 400 57.600

(ii) WHS (Tanka) 40 90000 36.000 0 0.000 10 9.000 17 15.300 1 0.900 12 10.800 40 36.000

(iii) Waste weir 20 15100 3.020 0 0.000 6 0.906 5 0.755 3 0.453 6 0.906 20 3.020


Bunding 5 20000 1.000 0 0.000 2 0.400 0 0.000 2 0.400 1 0.200 5 1.000

(v) Khadin 1 455000 4.550 0 0.000 0 0.000 1 4.550 0 0.000 0 0.000 1 4.550


WORK

(i) V Ditch for PD 10 17000 1.700 0.000 10 1.700 0 0.000 0.000 0 0.000 10 1.700


PD 0 0 0.000 0 0.000 0 0.000 0.000 0 0.000 0 0.000

(iii) Dug out Pond 10 100000 10.000 0 0.000 2 2.000 2 2.000 0.000 6 6.000 10 10.000

(iv) WHS (Tanka) 10 90000 9.000 0 0.000 2 1.800 2 1.800 1 0.900 5 4.500 10 9.000



(i) LSCD 'A' 0 25000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(ii) LSCD 'B' 0 23000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iii) LSCD 'C' 0 21000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iv) LSCD 'D' 0 19200 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(v) LSCD 'E' 0 17300 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


130.610 0.000 18.299 32.658 44.971 34.682 130.610


MICRO ENTERPRISES

For Arable Land

1 Arable bund 0 0 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

2 Agro Forestry 0 50 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing (Orchard) 0 10000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

5 Vermi Compost 0 37000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000




TOTAL




TARGET


1 V Ditch for PD 10 3100.000 0.310 0.000 10 0.310 0.000 0.000 0 0.000 10 0.310

2 Plantation in PD 10 75100.000 7.510 0.000 10 7.510 0.000 0.000 0 0.000 10 7.510





(ii) Vaccination 0.500 0.000 0.050 0.000 0.050 0.400 0 0.500


(iv) A I 0.500 0.000 0.000 0.050 0.000 0.450 0 0.500

14.130 0.000 11.180 0.800 0.800 1.350 14.130

1 LIVELIHOOD


person per SHG) 60%


entrepreneurs 10%


SHG/SHG's federation 30% 0.000 0 0.000 0.000 0.000 0.000 0 0.000 0 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000

IX CONSOLIDATION PHASE 0.000 0.000 0.000 0.000

GRAND TOTAL 144.740 0.000 29.479 33.458 45.771 36.032 144.740

TOTAL

TOTAL












1 WDT MANDEYA

2 W C SEC MANDEYA


SUB TOTAL 0.000 0.000

II MONITORING 1% 0.000 0.000 0.000

III EVALUATION 1% 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000



1 SOLAR LIGHT

2 WATER TANKA


6 OTHER

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000


BUILDING 5% 0.000

1 USERS GROUP

0.000 0.000


0.000 0.000 1 0.000 0.000

TOTAL 0.000 0.000 0.000

TOTAL

TOTAL

TOTAL

TOTAL



work plan

YEAR WISE WORK PLAN OF WATERSHED COMMITTEE BAORI (Through Convergence)



Macro/Micro

W C

Scheme/Batch




TARGET

W/S WORK PHASE

VII NRM


WORK

(i) Earthen Bund 500 14400 72.000 0 0.000 10 1.440 50 7.200 289 41.616 151 21.744 500 72.000

(ii) WHS (Tanka) 40 90000 36.000 0 0.000 10 9.000 17 15.300 1 0.900 12 10.800 40 36.000

(iii) Waste weir 20 15100 3.020 0 0.000 6 0.906 5 0.755 3 0.453 6 0.906 20 3.020


Bunding 5 20000 1.000 0 0.000 2 0.400 0 0.000 2 0.400 1 0.200 5 1.000

(v) Khadin 1 455000 4.550 0 0.000 0 0.000 1 4.550 0 0.000 0 0.000 1 4.550


WORK

(i) V Ditch for PD 10 17000 1.700 0.000 10 1.700 0 0.000 0.000 0 0.000 10 1.700


PD 0 0 0.000 0 0.000 0 0.000 0.000 0 0.000 0 0.000

(iii) Dug out Pond 10 100000 10.000 0 0.000 2 2.000 2 2.000 0.000 6 6.000 10 10.000

(iv) WHS (Tanka) 10 90000 9.000 0 0.000 2 1.800 2 1.800 1 0.900 5 4.500 10 9.000



(i) LSCD 'A' 0 25000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(ii) LSCD 'B' 0 23000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iii) LSCD 'C' 0 21000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iv) LSCD 'D' 0 19200 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(v) LSCD 'E' 0 17300 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


145.010 0.000 18.299 32.658 44.971 49.082 145.010


MICRO ENTERPRISES 45.000

For Arable Land

1 Arable bund 0 0 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

2 Agro Forestry 0 50 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing (Orchard) 0 10000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

5 Vermi Compost 0 37000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000




TOTAL




TARGET


1 V Ditch for PD 10 3100.000 0.310 0.000 10 0.310 0.000 0.000 0 0.000 10 0.310

2 Plantation in PD 10 75100.000 7.510 0.000 10 7.510 0.000 0.000 0 0.000 10 7.510





(ii) Vaccination 0.500 0.000 0.050 0.000 0.050 0.400 0 0.500


(iv) A I 0.500 0.000 0.000 0.050 0.000 0.450 0 0.500

14.130 0.000 11.180 0.800 0.800 1.350 14.130

1 LIVELIHOOD


person per SHG) 60%


entrepreneurs 10%



0.000 0.000 0.000 0.000 0.000 0.000 0.000


GRAND TOTAL 159.140 0.000 29.479 33.458 45.771 50.432 159.140

TOTAL

TOTAL




Block Baori IWMP Total Arable land 0 Ha



Project outlay 750 LAC Total Nonarable land 0 Ha





1 WDT MANDEYA

2 W C SEC MANDEYA


SUB TOTAL 0.000 0.000

II MONITORING 1% 0.000 0.000 0.000

III EVALUATION 1% 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000



1 SOLAR LIGHT

2 WATER TANKA


6 OTHER

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000


BUILDING 5% 0.000

1 USERS GROUP

0.000 0.000


0.000 0.000 1 0.000 0.000

TOTAL 0.000 0.000 0.000

TOTAL

TOTAL

TOTAL

TOTAL



work plan

YEAR WISE WORK PLAN OF WATERSHED JODHPUR 27 (Through Convergence)



Macro/Micro

W C

Scheme/Batch




TARGET

W/S WORK PHASE

VII NRM


WORK

(i) Earthen Bund 900 14400 129.600 0 0.000 20 2.880 100 14.400 578 83.232 202 29.088 900 129.600

(ii) WHS (Tanka) 80 90000 72.000 0 0.000 20 18.000 34 30.600 2 1.800 24 21.600 80 72.000

(iii) Waste weir 40 15100 6.040 0 0.000 12 1.812 10 1.510 6 0.906 12 1.812 40 6.040


Bunding 10 20000 2.000 0 0.000 4 0.800 0 0.000 4 0.800 2 0.400 10 2.000

(v) Khadin 2 455000 9.100 0 0.000 0 0.000 2 9.100 0 0.000 0 0.000 2 9.100


WORK 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(i) V Ditch for PD 20 17000 3.400 0 0.000 20 3.400 0 0.000 0 0.000 0 0.000 20 3.400


PD 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iii) Dug out Pond 20 100000 20.000 0 0.000 4 4.000 4 4.000 0 0.000 12 12.000 20 20.000

(iv) WHS (Tanka) 20 90000 18.000 0 0.000 4 3.600 4 3.600 2 1.800 10 9.000 20 18.000


3 DRAINAGE LINE TREATMENT 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(i) LSCD 'A' 0 25000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(ii) LSCD 'B' 0 23000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iii) LSCD 'C' 0 21000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iv) LSCD 'D' 0 19200 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(v) LSCD 'E' 0 17300 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


275.620 0 0.000 0 36.598 0 65.316 0 89.942 0 83.764 0 275.620


MICRO ENTERPRISES 0 0.000 0 0.000 0 0.000 0 45.000 0 0.000 0 0.000

For Arable Land 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

1 Arable bund 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

2 Agro Forestry 0 50 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


fencing (Orchard) 0 10000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

5 Vermi Compost 0 37000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000




TOTAL




TARGET

For Non-arable Land 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

1 V Ditch for PD 20 3100.000 0.620 0 0.000 20 0.620 0 0.000 0 0.000 0 0.000 20 0.620

2 Plantation in PD 20 75100.000 15.020 0 0.000 20 15.020 0 0.000 0 0.000 0 0.000 20 15.020

3 Fencing of PD (by SW) 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

4 Fencing of PD (by DCB) 20 5.620 0 0.000 20 5.620 0 0.000 0 0.000 0 0.000 20 5.620

2 LIVESTOCK MANAGEMENT 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000


(ii) Vaccination 0 1.000 0 0.000 0 0.100 0 0.000 0 0.100 0 0.800 0 1.000

(iii) Purchase of Bull / Pada 0 25000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

(iv) A I 0 1.000 0 0.000 0 0.000 0 0.100 0 0.000 0 0.900 0 1.000

28.260 0.000 22.360 1.600 1.600 2.700 28.260

1 LIVELIHOOD


person per SHG) 60%


entrepreneurs 10%



0.000 0.000 0.000 0.000 0.000 0.000 0.000


GRAND TOTAL 303.880 0.000 58.958 66.916 91.542 86.464 303.880

TOTAL

TOTAL



fund


contribution

I. ADMINISTRATIVE COST 10% 0.000 0.000 0.000

1 WDT MANDEYA 0.000 0.000 0.000

2 W C SEC MANDEYA 0.000 0.000 0.000


OTHER) 0.000 0.000 0.000

SUB TOTAL 37.500 0.000 37.500

II MONITORING 1% 3.750 0.000 3.750

III EVALUATION 1% 3.750 0.000 3.750

45.000 0.000 45.000



1 SOLAR LIGHT 0.000 0.000 0.000

2 WATER TANKA 0.000 0.000 0.000

3 REPAIRING OF TANKA 0.000 0.000 0.000

6 OTHER 0.000 0.000 0.000

15.000 0.000 15.000

V TRAININGS & CAPACITY BUILDING 5% 0.000 0.000 0.000

1 USERS GROUP 0.000 0.000 0.000

18.750 0.000 18.750


3.750 0.000 3.750

TOTAL 37.500 0.000 37.500

W/S WORK PHASE 0.000 0.000 0.000

TOTAL

TOTAL

TOTAL

TOTAL


JODHPUR 27


TOTAL

WATERSHED COMMITTEE - ANWANA


VII NRM 56% 0.000 0.000 0.000

1 ARABLE CONSERVATION WORK 0.000 0.000 0.000

(i) Earthen Bund Ha. 14400 720 103.680 57.600 161.280 12.902

(ii) WHS (Tanka) No. 90000 80 72.000 36.000 108.000 8.640

(iii) Waste weir No. 15100 20 3.020 3.020 6.040 0.483


(v) Khadin No. 455000 1 4.550 4.550 9.100 0.728


(i) V Ditch for PD Ha. 17000 10 1.700 1.700 3.400 0.272



(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200



(i) LSCD 'A' No. 25000 2 0.500 0.000 0.500 0.000

(ii) LSCD 'B' No. 23000 2 0.460 0.000 0.460 0.000

(iii) LSCD 'C' No. 21000 2 0.420 0.000 0.420 0.000

(iv) LSCD 'D' No. 19200 2 0.384 0.000 0.384

(v) LSCD 'E' No. 17300 2 0.346 0.000 0.346 0.000


0 0 210.000 130.610 340.610 0.000


ENTERPRISES 37.500 10% 0.000 0.000 0.000 0.000

For Arable Land 0 0.000 0.000 0.000 0.000

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 4000 2.000 0.000 2.000 0.000


Tanka No. 27700 30 8.310 0.000 8.310


(Orchard) No. 10000 10 1.000 0.000 1.000

5 Vermi Compost No. 37000 3 1.110 0.000 1.110 0.255

TOTAL






1 V Ditch for PD Ha. 3100.000 10 0.310 0.310 0.620 0.000



4 Fencing of PD (by DCB) Ha. 0.000 10 2.810 2.810 5.620





(iv) A I 0 0.100 0.500 0.600 0.000

1 37.500 14.130 51.630

1 0.000 0.000 0.000 0.000

1 LIVELIHOOD 9% 33.750 0.000 33.750 0.000


per SHG) 60% 20.250 0.000 20.250 0.000


10% 3.375 0.000 3.375 0.000


federation 30% 10.125 0.000 10.125 0.000

33.750 0.000 33.750 0.000


GRAND TOTAL 375.000 144.740 519.740 27.331

TOTAL

TOTAL



fund


contribution

I. ADMINISTRATIVE COST 10% 0.000 0.000 0.000

1 WDT MANDEYA 0.000 0.000 0.000

2 W C SEC MANDEYA 0.000 0.000 0.000


OTHER) 0.000 0.000 0.000

SUB TOTAL 37.500 0.000 37.500

II MONITORING 1% 3.750 0.000 3.750

III EVALUATION 1% 3.750 0.000 3.750

45.000 0.000 45.000



1 SOLAR LIGHT 0.000 0.000 0.000

2 WATER TANKA 0.000 0.000 0.000

3 REPAIRING OF TANKA 0.000 0.000 0.000

6 OTHER 0.000 0.000 0.000

15.000 0.000 15.000

V TRAININGS & CAPACITY BUILDING 5% 0.000 0.000 0.000

1 USERS GROUP 0.000 0.000 0.000

18.750 0.000 18.750


3.750 0.000 3.750

TOTAL 37.500 0.000 37.500

TOTAL

TOTAL

TOTAL

TOTAL


JODHPUR 27

WATERSHED COMMITTEE - BAORI


TOTAL


W/S WORK PHASE 0.000 0.000 0.000

VII NRM 56% 0.000 0.000 0.000

1 ARABLE CONSERVATION WORK 0.000 0.000 0.000

(i) Earthen Bund Ha. 14400 735 105.840 72.000 177.840 14.227

(ii) WHS (Tanka) No. 90000 82 73.800 36.000 109.800 8.784

(iii) Waste weir No. 15100 20 3.020 3.020 6.040 0.483


(v) Khadin No. 455000 1 4.820 4.550 9.370 0.750


(i) V Ditch for PD Ha. 17000 10 1.700 1.700 3.400 0.000



(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200 0.000



(i) LSCD 'A' No. 25000 2 0.500 0.000 0.500 0.000

(ii) LSCD 'B' No. 23000 2 0.460 0.000 0.460 0.000

(iii) LSCD 'C' No. 21000 2 0.420 0.000 0.420 0.000

(iv) LSCD 'D' No. 19200 2 0.384 0.000 0.384 0.000

(v) LSCD 'E' No. 17300 2 0.346 0.000 0.346 0.000


0 0 210.000 145.010 355.010 0.000


ENTERPRISES 37.500 10% 0.000 0.000 0.000 0.000

For Arable Land 0 0.000 0.000 0.000 0.000

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 4000 2.000 0.000 2.000 0.000


Tanka No. 27700 30 8.310 0.000 8.310 2.493


(Orchard) No. 10000 10 1.000 0.000 1.000 0.300

TOTAL


5 Vermi Compost No. 37000 3 1.110 0.000 1.110 0.333





1 V Ditch for PD Ha. 3100.000 10 0.310 0.310 0.620 0.000



4 Fencing of PD (by DCB) Ha. 0.000 10 2.810 2.810 5.620





(iv) A I 0 0.100 0.500 0.600 0.000

1 37.500 14.130 51.630

1 0.000 0.000 0.000 0.000

1 LIVELIHOOD 9% 0.000 0.000 0.000 0.000


per SHG) 60% 20.250 0.000 20.250 0.000


10% 3.375 0.000 3.375 0.000


federation 30% 1 10.125 0.000 10.125 0.000

1 33.750 0.000 33.750 0.000


GRAND TOTAL 1 375.000 159.140 534.140 30.910

TOTAL

TOTAL



fund


contribution


1 WDT MANDEYA

2 W C SEC MANDEYA


OTHER)

SUB TOTAL 75.000 0.000 75.000 0.000

II MONITORING 1% 7.500 0.000 7.500 0.000

III EVALUATION 1% 7.500 0.000 7.500 0.000

90.000 0.000 90.000 0.000


IV ENTRY POINT ACTIVITY 4% 30.000 30.000 60.000 0.000

1 SOLAR LIGHT 0.000 0.000 0.000 0.000

2 WATER TANKA 0.000 0.000 0.000 0.000

3 REPAIRING OF TANKA 0.000 0.000 0.000 0.000

6 OTHER 0.000 0.000 0.000 0.000

30.000 0.000 30.000 0.000

V TRAININGS & CAPACITY BUILDING 5% 0.000 0.000 0.000 0.000

1 USERS GROUP 0.000 0.000 0.000 0.000

37.500 0.000 37.500 0.000

VI DETAILED PROJECT REPORT 1% 7.500 0.000 7.500 0.000

7.500 0.000 7.500 0.000

TOTAL 75.000 0.000 75.000 0.000

TOTAL

TOTAL

TOTAL

TOTAL


JODHPUR 27


TOTAL


W/S WORK PHASE

VII NRM 56%

1 ARABLE CONSERVATION WORK 0.000 0.000 0.000 0.000

(i) Earthen Bund Ha. 14400 1455 209.520 129.600 339.120 27.130

(ii) WHS (Tanka) No. 90000 162 145.800 72.000 217.800 17.424

(iii) Waste weir No. 15100 40 6.040 6.040 12.080 0.966


(v) Khadin No. 455000 2 9.370 9.100 18.470 1.478


(i) V Ditch for PD Ha. 17000 20 3.400 3.400 6.800 0.272



(iv) WHS (Tanka) No. 90000 16 14.400 18.000 32.400 0.000



(i) LSCD 'A' No. 25000 4 1.000 0.000 1.000 0.000

(ii) LSCD 'B' No. 23000 4 0.920 0.000 0.920 0.000

(iii) LSCD 'C' No. 21000 4 0.840 0.000 0.840 0.000

(iv) LSCD 'D' No. 19200 4 0.768 0.000 0.768 0.000

(v) LSCD 'E' No. 17300 4 0.692 0.000 0.692 0.000


0 420.000 275.620 695.620 0.000


ENTERPRISES 10%

For Arable Land

1 Arable bund No. 0 0 0.000 0.000 0.000 0.000

2 Agro Forestry No. 50 8000 4.000 0.000 4.000 0.000


Tanka No. 27700 60 16.620 0.000 16.620 2.493


(Orchard) No. 10000 20 2.000 0.000 2.000 0.300

TOTAL


5 Vermi Compost No. 37000 6 2.220 0.000 2.220 0.588




For Non-arable Land

1 V Ditch for PD Ha. 3100 20 0.620 0.620 1.240 0.000

2 Plantation in PD Ha. 75100 20 15.020 15.020 30.040 0.000

3 Fencing of PD (by SW) Ha. 0 0 0.000 0.000 0.000 0.000

4 Fencing of PD (by DCB) Ha. 0 20 5.620 5.620 11.240 0.000





(iv) A I 0 0 0.200 1.000 1.200 0.000

75.000 28.260 103.260 0.000

0.000 0.000 0.000 0.000

1 LIVELIHOOD 9%


per SHG) 60% 40.500 0.000 40.500 0.000


10% 6.750 0.000 6.750 0.000


federation 30% 20.250 0.000 20.250 0.000

67.500 0.000 67.500 0.000


GRAND TOTAL 750.000 303.880 1053.880 58.241

TOTAL

TOTAL



CHAPTER - 8

PPPPPPPPRRRRRRRROOOOOOOOJJJJJJJJEEEEEEEECCCCCCCCTTTTTTTT

OOOOOOOOUUUUUUUUTTTTTTTTCCCCCCCCOOOOOOOOMMMMMMMMEEEEEEEESSSSSSSS


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 2210 ha

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)

3. Live Stock

a. Milk Production 5-7 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

Rs.2500-3000

Rs.4000-5000


micro enterprises per month 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 :

During the Project Period S.

No.

Activity Unit Before

ProjectI 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 100 300 400 300 300

b. Earth Bunds, WHS,

Anicut

No. Nil 30 45 40 40 20

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

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%

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

Unit RATE QTY. Amt from

project

fund

Convergen

ce fund


y

contributio

n

QTY. Amt from

project

fund

Convergen

ce fund


y

contributio

n

QTY. Amt from

project

fund

Convergen

ce fund


y

contributio

n

I. ADMINISTRATIVE COST 10% 0.00 0.00 0.00 10% 0.000 0.000 0.000 10%

1 WDT MANDEYA 0.00 0.00 0.00 0.000 0.000 0.000

2 W C SEC MANDEYA 0.00 0.00 0.00 0.000 0.000 0.000

3OFFICE EXPENSES (JEEP/STATIONARY

& OTHER) 0.00 0.00 0.00 0.000 0.000 0.000

SUB TOTAL 37.50 0.00 37.50 37.500 0.000 37.500 75.00 0.00 75.00 0.00

II MONITORING 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

III EVALUATION 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

45.00 0.00 45.00 45.000 0.000 45.000 90.00 0.00 90.00 0.00

W/S PREPARATORY PHASE 0.00 0.00 0.00 0.000 0.000 0.000

IV ENTRY POINT ACTIVITY 4% 15.00 15.00 30.00 4% 15.000 15.000 30.000 4% 30.00 30.00 60.00 0.00

1 SOLAR LIGHT 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

2 WATER TANKA 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

3 REPAIRING OF TANKA 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

6 OTHER 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

15.00 0.00 15.00 15.000 0.000 15.000 30.00 0.00 30.00 0.00


BUILDING 5% 0.00 0.00 0.00 5% 0.000 0.000 0.000 5% 0.00 0.00 0.00 0.00

1 USERS GROUP 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

18.75 0.00 18.75 18.750 0.000 18.750 37.50 0.00 37.50 0.00

VI DETAILED PROJECT REPORT 1% 3.75 0.00 3.75 1% 3.750 0.000 3.750 1% 7.50 0.00 7.50 0.00

3.75 0.00 3.75 3.750 0.000 3.750 7.50 0.00 7.50 0.00

TOTAL 37.50 0.00 37.50 37.500 0.000 37.500 75.00 0.00 75.00 0.00


JODHPUR 27

S.

N.NAME OF ACTIVITY

Gram Panchayat ANWANA Gram Panchayat BAORI TOTAL JODHPUR 27

TOTAL

TOTAL

TOTAL

TOTAL


W/S WORK PHASE 0.00 0.00 0.00 0.000 0.000 0.000

VII NRM 56% 0.00 0.00 0.00 56% 0.000 0.000 0.000 56%

1 ARABLE CONSERVATION WORK 0.00 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00

(i) Earthen Bund Ha. 14400 720 103.68 57.60 161.28 12.90 23.26 105.840 72.000 177.840 14.227 1455.00 209.52 129.60 339.12 27.13

(ii) WHS (Tanka) No. 90000 80 72.00 36.00 108.00 8.64 18.00 73.800 36.000 109.800 8.784 162.00 145.80 72.00 217.80 17.42

(iii) Waste weir No. 15100 20 3.02 3.02 6.04 0.48 1.00 3.020 3.020 6.040 0.483 40.00 6.04 6.04 12.08 0.97


Bunding No. 20000 10 2.00 1.00 3.00 0.24 0.00 2.000 1.000 3.000 0.240 20.00 4.00 2.00 6.00 0.48

(v) Khadin No. 455000 1 4.55 4.55 9.10 0.73 0.00 4.820 4.550 9.370 0.750 2.00 9.37 9.10 18.47 1.48


WORK 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000

(i) V Ditch for PD Ha. 17000 10 1.70 1.70 3.40 0.27 0.00 1.700 1.700 3.400 0.000 20.00 3.40 3.40 6.80 0.27

(ii) Staggered Contour Trenches for PDHa. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

(iii) Dug out Pond No. 100000 6 6.00 10.00 16.00 1.28 1.00 6.000 10.000 16.000 0.000 12.00 12.00 20.00 32.00 1.28

(iv) WHS (Tanka) No. 90000 8 7.20 9.00 16.20 2.00 7.200 9.000 16.200 0.000 16.00 14.40 18.00 32.40 0.00

(v) Nallah Bunding with ww No. 35100 10 3.51 3.51 7.02 0.00 0.00 3.510 3.510 7.020 0.000 20.00 7.02 7.02 14.04 0.00

3 DRAINAGE LINE TREATMENT 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000

(i) LSCD 'A' No. 25000 2 0.50 0.00 0.50 0.00 0.00 0.500 0.000 0.500 0.000 4.00 1.00 0.00 1.00 0.00

(ii) LSCD 'B' No. 23000 2 0.46 0.00 0.46 0.00 0.00 0.460 0.000 0.460 0.000 4.00 0.92 0.00 0.92 0.00

(iii) LSCD 'C' No. 21000 2 0.42 0.00 0.42 0.00 0.00 0.420 0.000 0.420 0.000 4.00 0.84 0.00 0.84 0.00

(iv) LSCD 'D' No. 19200 2 0.38 0.00 0.38 0.00 0.384 0.000 0.384 0.000 4.00 0.77 0.00 0.77 0.00

(v) LSCD 'E' No. 17300 2 0.35 0.00 0.35 0.00 0.00 0.346 0.000 0.346 0.000 4.00 0.69 0.00 0.69 0.00

(vi) Masonry Check Dam No. 0 1 4.23 4.23 8.46 0.00 0.00 0.000 4.230 4.230 0.000 1.00 4.23 8.46 12.69 0.00

0 0 210.00 130.61 340.61 0.00 0.00 210.000 145.010 355.010 0.000 420.00 275.62 695.62 0.00


ENTERPRISES 38 10% 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 10%

For Arable Land 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000

1 Arable bund No. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

2 Agro Forestry No. 50 4000 2.00 0.00 2.00 0.00 0.00 2.000 0.000 2.000 0.000 8000.00 4.00 0.00 4.00 0.00

3Horticulture Plantation with fencing

& Tanka No. 27700 30 8.31 0.00 8.31 0.00 8.310 0.000 8.310 2.493 60.00 16.62 0.00 16.62 2.49


fencing (Orchard) No. 10000 10 1.00 0.00 1.00 0.00 1.000 0.000 1.000 0.300 20.00 2.00 0.00 2.00 0.30

5 Vermi Compost No. 37000 3 1.11 0.00 1.11 0.26 0.00 1.110 0.000 1.110 0.333 6.00 2.22 0.00 2.22 0.59

6 Crop Demonstration No. 1000 800 8.00 0.00 8.00 1.84 0.00 8.000 0.000 8.000 2.400 1600.00 16.00 0.00 16.00 4.24

7 Homested Kitchen Gerden No. 1000 200 2.00 0.00 2.00 0.46 0.00 2.000 0.000 2.000 0.600 400.00 4.00 0.00 4.00 1.06

8 Medicinal Plants No. 1000 100 1.00 0.00 1.00 0.23 0.00 1.000 0.000 1.000 0.300 200.00 2.00 0.00 2.00 0.53

For Non-arable Land 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000

1 V Ditch for PD Ha. 3100 10 0.31 0.31 0.62 0.00 0.00 0.310 0.310 0.620 0.000 20.00 0.62 0.62 1.24 0.00

2 Plantation in PD Ha. 75100 10 7.51 7.51 15.02 0.00 0.00 7.510 7.510 15.020 0.000 20.00 15.02 15.02 30.04 0.00

3 Fencing of PD (by SW) Ha. 0 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00

TOTAL


4 Fencing of PD (by DCB) Ha. 0 10 2.81 2.81 5.62 0.00 2.810 2.810 5.620 20.00 5.62 5.62 11.24 0.00

2 LIVESTOCK MANAGEMENT 0 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000

(i.) Animal Health Camp No. 25000 12 3.00 2.50 5.50 0.00 2.00 3.000 2.500 5.500 0.000 24.00 6.00 5.00 11.00 0.00

(ii) Vaccination No. 0 0 0.10 0.50 0.60 0.00 0.00 0.100 0.500 0.600 0.000 0.00 0.20 1.00 1.20 0.00

(iii) Purchase of Bull / Pada No. 25000 1 0.25 0.00 0.25 0.00 1.00 0.250 0.000 0.250 0.000 2.00 0.50 0.00 0.50 0.00

(iv) A I 0 0 0.10 0.50 0.60 0.00 0.00 0.100 0.500 0.600 0.000 0.00 0.20 1.00 1.20 0.00

1 37.50 14.13 51.63 1.00 37.500 14.130 51.630 75.00 28.26 103.26 0.00

1 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00

1 LIVELIHOOD 9% 33.75 0.00 33.75 0.00 9% 0.000 0.000 0.000 0.000 9%


person per SHG) 60% 20.25 0.00 20.25 0.00 20.250 0.000 20.250 0.000 40.50 0.00 40.50 0.00


entrepreneurs 10% 3.38 0.00 3.38 0.00 3.375 0.000 3.375 0.000 6.75 0.00 6.75 0.00


SHG/SHG's federation 30% 10.13 0.00 10.13 0.00 0.00 10.125 0.000 10.125 0.000 20.25 0.00 20.25 0.00

33.75 0.00 33.75 0.00 0.00 33.750 0.000 33.750 0.000 67.50 0.00 67.50 0.00

IX CONSOLIDATION PHASE 3% 11.25 0.00 11.25 0.00 3% 11.250 0.000 11.250 0.000 3% 22.50 0.00 22.50 0.00

GRAND TOTAL 375.00 144.74 519.74 27.33 0.00 375.000 159.140 534.140 30.910 750.00 303.88 1053.88 58.24

TOTAL

TOTAL


Project outcomes

Watershed - Jodhpur 27

(a) Natural resource management

1 Erosion

At beginning After treatment At beginningAfter treatment At beginningAfter treatment

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

Sheet erosion Rill erosion Gully erosion

0

200

400

600

800

1000

1200

At beginning After treatment

Sheet erosion

Area ha

Area ha

0

5

10

15

20

25

30

35


Rill erosion

Area ha

Area ha

0

2

4

6

8

10

12

14

16

18


Gully erosion

Area ha

Area ha

Project outcomes

(b) Productivity Watershed - Jodhpur 27

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

2000

2500

kg/ha

Bajara At beginning

Bajara After treatment

0

500

1000

1500

2000

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

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 27

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

25000

30000

kg/ha

Wheat At beginning

Wheat After treatment

0

5000

10000

15000

20000

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

At beg

innin

g

Aft

er

treatm

ent

Wheat After treatment

Onion At beginning

Onion After treatment

Mustard At beginning

Mustard After treatment

Cumin At beginning

Cumin After treatment

Project outcomes

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

Watershed - Jodhpur 27

At beginning After treatment At beginning After treatment

Ltr./ Year 13200 15600 Rs./ Month 2400 5000

IncomeMilk

Ltr./ Year

5000

Rs./ Month

12000

12500

13000

13500

14000

14500

15000

15500

16000


Ltr./ Year

0

500

1000

1500

2000

2500

3000

3500

4000

4500

5000


Income

Rs./ Month


CHAPTER - 9

TTTTTTTTEEEEEEEECCCCCCCCHHHHHHHHNNNNNNNNIIIIIIIICCCCCCCCAAAAAAAALLLLLLLL DDDDDDDDEEEEEEEESSSSSSSSIIIIIIIIGGGGGGGGNNNNNNNN

&&&&&&&& EEEEEEEESSSSSSSSTTTTTTTTIIIIIIIIMMMMMMMMAAAAAAAATTTTTTTTEEEEEEEESSSSSSSS

Total Area 1 haNo. of Waste Weir 1

Name of work Conservation

Measure

Production

Measure

Total Cost

Earthen Bund 14400 0 14400Waste Weir 15100 0 15100.00

29500 0 29500.00

Say 0.30 Lakh

Conservation Measure 29500.00Production Measure 0.00

Abstract of Cost

VEGETATIVE EARTHEN BUND IN ARABLE LAND


CROSS-SECTION OF VEGETATIVE BUND IN ARABLE LAND

Top width =Based on seepage line check

Slope of seepage line 3:1

0.6

1.5 :1

1 :1 US

DS 1

0.6

1 1.5

0.1 1.8 1.2 0.45 m

3.1


3.1

4.11 m

CS = (Tw+Bw) *Ht

2

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 = 0.549

V.I Vertical interval

X= Rain Fall Factor 0.8

Y= Factor due to soil infiltration & Crop cover 1

S= Percent slope 1

He= (Re x VI)1/2

(50) 1/2

He= 0.6199 Say 0.60 m

He Depth of impounding

Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 35

V.I Vertical interval 0.549

Total Height of Bund = 0.6 + 0.4 1.00 m

Top width of Bund = 0.6 m

Bottom width of Bund = 3.1 m

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

2

X Section= ( 0.60+3.1) x 1.00

2

X Section= 1.85 Sq.m.


Construction of Waste Weir

DETAILS OF WORK AND ABSTRACT OF COST

L B D/H Feet Metre Lab Total Lab Total

1 2 9.5 2 2 76

4 2 2 2 32

1 8.75 2.5 2 43.75

0

0

151.75 4.29453 cum. 100.00 100.00 429.453 429.453

2 2 9.5 2 0.5 19

4 2 2 0.5 8

1 8.75 2.5 0.5 10.938

0

Excavation in hard soil dry or moist &

disposal of excavated material within

initial lead of 30 m and lift of 1.5 m

including dressing etc. complete. (2

B)

Cement concrete well mixed in

cement mortar ( 1 : 5 : 10 ) laid in

position complete including

curing.Aggregate size upto 50 mm,

HB (11 B)

Quantity Unit Rate AmountS.

No.Item No. Detail


0

0

37.938 1.07363 cum. 358.10 1704.00 384.467 1829.47

3 2 9.5 1.5 1.5 42.75

4 2 1.5 1.5 18

1 9.25 2.5 1.5 34.688

0

95.438 2.70088 cum. 525.30 2019.00 1418.77 5453.08

4 2 6 1.25 3.25 48.75

4 2 1.25 2 20

1 9.5 2 1 19

9 3

87.75 2.48333 cum. 698.30 2195.00 1734.11 5450.9

5 1 9.5 3 1 28.5

0

28.5 2.64765 Sq.m 134.10 351.00 355.05 929.325

Dry Stone kharanja (15 to 23 cm)

Item 100(A)

Random rubble stone masonary in

cement sand mortar ( 1 : 6 )For

foundation

Random rubble stone masonary in

cement sand mortar ( 1 : 6 ) For

superstructure

HB (11 B)


6 2 13 1.25 1 32.5

4 2 1.25 1 10

1 9.5 1.5 1 14.25

1 9.5 1 1 9.5

66.25 6.15463 sqm. 50.50 97.00 310.809 596.999

7 2 6 3.25 1 39

4 2 2 1 16 1.4864 sqm.

1 9.5 1.25 1 11.875

66.875 6.21269 sqm. 51.10 62.00 317.468 385.187

4950.13 15074.4

Rate

Skilled labour 400

Unskilled labour 135

Water A 4950.13

B 10124.3Material

15.29 2064 Amount

366 Labour

4950

Quantity Amount

6.30 2521

Cement plaster including smooth

finishing in cement mortar (1:6) 20

mm thick.

Ruled pointing in cement mortar

(1:3)


B 10124.3

Cement 2 C 15074.4

Cement 2 26

Total (C+D) 15100.4

Say 15100

S.

No Rate Amount

1 Sand Cu.m. 475 1073.56

2 Stone Agg of 40 mm nominal size Cu.m. 465 449.315

3 Stone Cu.m. 850 4847.23

4 Cement Kg 270 3193.19 11.827 Bag

9709.46

Other (Water) 414.827

Total 10124.3

Material

2.260137

1.0

5.7

591.33

Add contingency

Unit Quantity

Total

4950


3Construction of Waste Weir

CROSS SECTION AT A A'

1.5

3.25 '

1 '

2.5

9.0 '

2

1' 6"

A A'


A A'

2.5

9.5

PLAN


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 Amount

1 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

ESTIMATE OF VEGETATIVE BUND IN ARABLE LAND


material up to 1.5 mt Hight and lead

up to 50 m including dressing and

compaction 119 B 1 80 1.85 1 148.00 Cum 92 13616.0

2 Sowing of seeds on the constructed

bund in three rows

114 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 210 201.6

13961.6Add 3% contingency 418.8

Total 14380.4Say 14400.0

Conservation Measure 14400.0Production Measure 0


Bund

48.2

Outer Length 48.2 mtr

Inner Length 43.4 mtr

Outer Width 20 mtr

Inner Width 15.2 mtr 20 15.2

Depth 1.2 mtr

Upper Area 964

Lower Area 659.68

Estimate of Dug out Pond


Lower Area 659.68

43.4

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

Area

Lower

Area

Depth Qty Unit Rate Amount

1 Dag belling for Pond 2 126.8 1 1 253.60 m 0.88 223.17

2 Excavation of earth in dry or moist and

disposal of excavated material within

initial lead of 50 m and lift 1.5 m

2.1 In hard soil 119(b) 1 964 659.68 1.2 974.21 Cu.m. 92.00 89627.14

3 Stone Pitching 15-23 cm thick

including supply of stones

124

1 50 1 0.2 10.00 Cu.m. 721.00 7210.00

97060.30

Add 3% contingency 2911.8

Total 99972.1

Say 100000.0


For General & OBC Category

Project Contribution90% 10%

1 Cost of tanka 90000 81000 9000 90000Conservation measure

for water harvesting

60% 40%

2 Cost of Horticulture plantation 10000 6000 4000 10000 Production

3 Barbed Wire Fencing 17700 10620 7080 17700 Production

Total 2+3 27700 16620 11080 27700 Total Cost of tanka unit 117700 97620 20080 117700

No. of Farmers

100 11770000 9762000 2008000 11770000

For SC/ST/ BPL

Project Contribution95% 5%

1Cost of tanka 90000.00 85500 4500 90000

Conservation measure

for water harvesting

80% 20%

2Cost of Horticulture plantation 10000 8000 2000 10000 Production

3 Barbed Wire Fencing 17700 14160 3540 17700 Production

Total 2+3 27700 22160 5540 27700 Total Cost of tanka unit 117700.00 107660.00 10040.00 117700.00

No. of Farmers

62 7297400 6674920 622480 7297400

Total Cost 19067400

1 Conservation Measure 145800002 Production Measure 4487400

a From project 3035920b From Contribution 1451480

3 Total Contribution 2018040.00

MeasuresTotal

Estimated

cost Total Measures

Abstract of cost of Tanka with Plantation work

Name of workSr. no

Sr. no Name of work

Estimated

cost

Area 0.17 Ha Length 164.9 mtr. Spacing 4 m

Say 165 mtr.

No of post As per length= Length/spacing 41.00

Additional post require after every 10 Posts 4

45.00

Length of Post 7.5 Feet 2.286 m

Width of post 1 Feet 0.3 m

Quantity of one post 0.6858 Sq.m

S.No Description Item no. NoLength of

single wire

Total

lengthKg/mtr Quantity Unit Rate Amount

1 Supply of barbed wire fencing 14

gauge 5 165 825 0.08 66 Kg 60 3960

2 Supply of Jodhpur stone slab for

post 45 30.86 Sq.m 360 11109.96

3 Rehandling of posts to pit LS 45 45.00 No 15 675.00

4 fixing of post in 45 cm. deep pit2B 45 0.45 0.3 0.45 2.73 Cum 100 273.38

5 Cost of binding wire 6 Kg 60 360.00

6 Stretching of barbed wire and fixing

it with the post with thin wire

5.5/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

17137.34


17651.46

Say 17700.0

Model estimate Barbed wire fencing

VkaWds dh MªkbZx

gSa.M iai

<Ddu 1.5' x 1.5'

2'

37

RR stone

masonry in Gara

and stone

Cem. Con.

(1:2:4)

Vkads dk vkxkSj

2.00 2'

65'

Cem. Con.

(1:2:4)

RR stone masonry in

Cement sand mortar 1:6

2' 10.51'

G L1'

3' 10.5011.75

Cem. Con.

(1:4:8)

6"

13.00

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

= 107.46 Sqm Dt= Inner diameter of tanka

Rainfall = 0.3 Mtr Dt= 3.2 3.2004

Hight = 3.20

Collection of water = 25.79 Cum

25.7261 Cum

Capacity Cum*1000 Capacity Cum*1000Capacity Cum*1000 Capacity Cum*1000

= 25790 = 25726.1

Hence rainfall on catchment area can fillup the tanka by water

Production

Total capacity of tanka 25726.1 Ltr

Use of water for drinking purpose 40% 10290.4 Ltr

Available water for plantation 60% 15435.7 Ltr

One watering require 15 Ltr

No. of watering per Year 20 No

Total Ltr require per plant per year 300 Ltr

No of plant can survive = 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 dry

or moist and disposal of excavated

meterial within initial lift of 1.5 mt

height and lead of 50 metre.Digging of

pit

2(B)

1 0.6 0.6 0.6 0.22 cum. 100 21.60 1080.00

2 Apply of manure

(A) Compost Khad5.00 kg. 1 5.00 250.00

(B) S.S.P. (16%)1.00 kg. 6 6.00 300.00

(C) Endosulphan (4%) 100 gm 0.10 kg. 40 4.00 200.00

3 Plant cost LS1 1.00 No 20 20.00 1000.00

4 Planting of plant 113(B)1.00 No. 3.2 3.20 160.00

5 Watering of plants (15 litre) 115 3 16 48.00 No. 1.9 91.20 4560.00

6 Making of Thawla atleast 50 cm radius 117(B) 2 1 2.00 No. 1.9 3.80 190.00

7 Weeding & hoeing of plants 45 cm

radius and 15 cm deep

1163

1 3.00 No. 1.3 3.90 195.00

Amount for

50 Plants

Model estimate of Horticulture Plantation in Arable land

Length Width Height Qty UnitS.

No

Description Item

No.

Total Rate Amount

Year No./Year

Amount for

50 Plants

Length Width Height Qty UnitS.

No

Description Item

No.

Total Rate Amount

8 Spray

(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 300 9.00 450.00

(B) Sulpher 3 0.02 Kg 0.06 220 13.20 660.00

9 Transportation of Plant from Jodhpur 70

km including loading and unloading

LS

1.00 no 10 10.00 500.00

10 Protection of plants from frost / loo

using grass or other locally available

material 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 180.90 9723.00


Total 10014.7

say 10000.0

Amount : 90000.12

Capacity 25740.72 Ltr.

Dia B H

1 Complete O/O 1 13.00 12.50 Aagor Dia > 37 Feet

2 Hall I/I 1 10.50 11.75 1.00 3.2

5 E/W 1 132.707 1 10.50 3.00 3.2004

6 Concrete 1 132.707 1 0.50 3.00 25.74072

7 Masonary 1 36.9068 1.25 12.00 3.50

8 G.L to P.L 1 2.00

9 Aslat Around 2.00 10.00 1 0.5

S.N

o Details of work No.

Measurements

lk/kkj.k@eqyk;e feêh esa

l[r] fpduh] dadj feêh esa

fo?kfVr pêku

lk/kkj.k pêku

9 Aslat Around 2.00 10.00 1 0.5

12 Door 1 1.50 1.50 1

13 Ventilater -2 1 1 1

16 Flooring in side Cement 1 86.546 1 1

17 Flooring on top Cement 1 132.71 1 1

Deduction 1 1.5 1.5 1

DETAILS OF WORK AND ABSTRACT OF COST

0 0

0 0

L W Ht/D Feet M Labour Total Labour Total

1 0

0

0

0

0

0

S.

No.Details of work No. Details of measurement Quantity Unit Rate Amount

Earth work Excavation in hard soil dry

or moist and disposal of excavated

meterial within initial lift of 1.5 mt

height and lead of 50 metre.

0

0

A Loose Soil1 132.707 1 1 132.707 3.75 cum. 82.00 82.00 307.5 307.50

B Hard Soil1 132.707 1 3 398.122 11.27 cum. 100.00 100.00 1127 1127.00

C Compacted Murrum1 132.707 1 3 398.122 11.27 cum. 146.00 146.00 1645.42 1645.42

D Soft Rock1 132.707 1 3.5 464.475 13.15 cum. 194.00 194.00 2551.10 2551.10

E Loose Soil1 116.217 1.5 1 174.326 4.93 cum. 82.00 82.00 404.26 404.26

Extra lift over initial lift

First lift1 132.707 0.0929 1.5 18.4928 cum. 11.80 11.80 218.21451 218.2145

2 1 132.707 1 0.5 66.3536

0

0

0

P/L Cement concrete using 40 mm

nominal size agg. in the ratio of

Cem:Sand:Agg 1:4:8 including

compaction and curing etc complete.

Item 11(3)(1)

66.3536 1.87 cum. 358.10 1891.00 669.647 3536.17

3

0 870.57 1 0.5 0

1 116.217 1.5 0.5 87.1628

87.1628 2.46?ku eh-

265.80 776.00 653.868 1908.96

4 1 36.9068 1.25 12 553.601

0

553.601 15.67 cum. 525.30 2019.00 8231.451 31637.73

5 1 116.22 1.5 0.5 87.1628

1 116.22 1.25 2 290.543

RR stone masonry in Cement sand

mortar 1 : 6, including curing

Item 24(1)(1)

RR stone masonry in Gara and stone

Item (21)(1)

P/L Gara concrete using 40 mm


Agg:Gara 1:0.4, compaction etc

complete.

Item 12(1)

1 116.22 1.25 2 290.543

377.705 10.69 cum. 525.30 1512.00 5615.457 16163.28

6

2 10 1 0.5 10

10 0.280 cum. 1326.70 4304.00 371.476 1205.12

7 1 132.707 1 1 132.707

0

-1 1.5 1.5 1 -2.25

130.457 12.11 sqm. 299.70 825.00 3629.367 9990.75

8 1 132.707 1 1 132.707

-1 1.5 1.5 1 -2.25

Providing and fixing stone lintel / Pat

in cement mortar 1:6

Item 31

Providing and fixing Jodhpur stone

slab and filling the joints with c:m

1:4, including curing

Item 36(3)

P/L stone agg. With C:M 1:4, and

plaster of 25 mm thick on stone slab

Item 41(1)

130.457 12.11 sqm. 129.60 328.00 1569.456 3972.08

9 1 86.5463 1 1 86.5463

1 116.217 1.25 1 145.271

231.818 21.53 sqm. 101.30 230.00 2180.989 4951.90

10 1 32.9805 1 11.75 387.521

387.521 36 sqm. 86.40 147.00 3110.4 5292.00

11 1 40.833 1 2.5 102.083

1 120.105 1 2 240.21

Cement Plaster 1 : 6 ( 1 cement : 6

sand) 25 mm thick, including curing

Item 68(1)

P/L Cement concrete using 12 mm


Cem:Sand:Agg 1:2:4 including

compaction and curing etc complete.

50 mm thick (58)

Item 58(1)

Pointing 1:3 (1 Cement : 3 Sand),

including curing1 120.105 1 2 240.21

1 112.255 1 1 112.255

454.548 42.22 sqm. 51.10 62.00 2157.442 2617.64

12 1 1.5 1.5 1 2.25

2.25 0.2 sqm. 0.00 LS 100 400.00

13 0

0

0 200 1800

34743.05 89729.12

89729.00

Providing and fixing Ms sheet door on

the tanka, including all the fittings

Silt Trap, Jali, Hand Pump etc

including curing

Item 70(1)

Other works as per requirement

Rate

Skilled labour 450

Unskilled labour 147Je

A 34743.05

Water lkexzh B 54986.08

dqyC 89729.12

271

dqy ;ksx (C+D) 90000.12

dz-la- dqy lkexzh vko';drk nj jkf'k

1 jsr@ctjh ?k-eh- 475 4333.47

2 fxêh iRFkj dh 40 fe-eh- ukeh; eki dh ?k-eh- 465 1926.5

3 fxêh iRFkj dh 20 fe-eh- ukeh; eki dh ?k-eh- 625 983.969

Quantity Amount

39.56 17804 jkf'k

89.44 13148

3791

34743

Add for contingency

bZdkbZ ek=k

9.12

4.14

1.573 fxêh iRFkj dh 20 fe-eh- ukeh; eki dh ?k-eh- 625 983.969

4 iRFkj ?k-eh- 850 24646.6

5 lhesUV fd-xzk- 270 13044 48.3112

6 iRFkj ds fljny 15 ls-eh- eksVkbZ rd ?k-eh- 2800 784

7 iRFkj dh ifê;ka o-eh- 410 5461.61

8 QsDVªh esa cus njokts o-eh- 2000.00 400

9 xkjk&feêh ?k-eh- 85.00 401.668

51981.8

vU; 3004.25

54986.1

1.57

29.00

2415.6

0.28

13.32

0.200

4.726

Silt Trap, Jali, Hand Pump etc

dqy ;ksx

Name of Work :- Khadin - I

INTRODUCTION :

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 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 South–East to North – 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

KHADIN area 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 78 ha.which can be clasified 78 ha. average – catchment. The area do not have any problem

of salinity / alknity.

The KHADIN work has been sanctioned in Jodhpur-27. An amount of Rs 4.55lacs 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

1.35 m.with storage capacity of 1.18 X 10^4 Cum. The mandays to be generated are 6500 no.

1 Total catchment area 78 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 78 ) / 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 X104 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


A1= .Area of the First contour = 2.40 HactA2= Area of the Second contour = 5.30 Hact

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

8.30

1.296

15330

9.00

Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori

KHADIN

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

= 0.00 / 3 ( 5.30 + 9.00 + X 9.00 ) level & Third contour level

= 0.00 X10 4 H = Vertical hight (Difference between two contour)= 0.00

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 + 0.00 )X 10 4

V = 1.18 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 ) = 4.40

Base width > Seepage line width i.e. >

Hence design is safe

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

7.40 4.40

0.300

2.00

458.33

0.300

458.33

df =

1.35

1.35

7.40

0.55

1.77

1.35D/S 1.5

5.30

0.300.55

0.55 0.12

0.450

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

3.23

11.52

3.23

78

78

3.23

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. 11789 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 6446

50555.56

Anwana

Baori

Jodhpur

Khadin

68250.00

S U M M A R Y 0 F KHADIN

386750.00

12”

5 cm/hr

0.30 m

455000.00

6

Sandy – Loam

10 m

S. No. ITEM Qty Rate Unit Amount

1 Dag belling 1820.00 0.81 M. 1474.20

2 Clearance of Jungle 5195.20 4.00 Sq.M. 20780.80

3 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

3662.39 92.00 Cu.M. 336940.06

4 P/F ISI mark RCC pipe in C:M 1:3 (300 mm dia) 10.00 900.00 M. 9000.00

5 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.

32.83 100.00 Cu.M. 3283.20

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 1891.00 Cu.M. 15521.33

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

)For foundation

18.12 2019.00 Cu.M. 36578.22


) For superstructure

3.00 2195.00 Cu.M. 6575.45

9 Cement concrete coping in 1:2:4 19.40 230.00 Sq.M. 4460.85

10 Ruled pointing in cement mortar (1:3) 10.65 62.00 Sq.M. 660.15

11 Dry stone pitching (20-23 cm) 27.26 721.00 Cu.M. 19650.86

TOTAL 454925.12

455000.00


ABSTRACT OF COST (KHADIN)

Say Rs.

KHADIN

S. No. ITEM

1 Dag belling X 2 = 1820.0 1820.0 M.

2 Clearance of Jungle X 5.90 = 5195.2 5195.2 Sq.M.

3Earth work Excavation for making of bund, laying in layers of 15

cm, breaking of clods, sorting of grass pebbles, disposal of 3662.39 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

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

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.

3662.39

910

880

DETAILS OF WORK (KHADIN)


Measurement Qty.

KHADIN

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

superstructure

S. No. ITEM Measurement Qty.

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.

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 work

level T.B.L. of bund U/s D/s section C. Sec. in M in Cum

0 9.75 9.75 0.00 1.80 2.5:1 1.5:1 0.00 0.00 0 0 0

40 9.70 0.05 2.00 0.10 0.05 40 1.90

80 9.62 0.13 2.32 0.27 0.18 40 7.26

120 9.40 0.35 3.20 0.87 0.57 40 22.86

160 8.96 0.79 4.96 2.67 1.77 40 70.90

200 8.70 1.05 6.00 4.10 3.38 40 135.30

240 8.64 1.11 6.24 4.46 4.28 40 171.14

280 8.60 1.15 6.40 4.72 4.59 40 183.54

320 8.62 1.13 6.32 4.59 4.65 40 186.06

360 8.50 1.25 6.80 5.38 4.98 40 199.26

400 8.50 1.25 6.80 5.38 5.38 40 215.00

440 8.50 1.25 6.80 5.38 5.38 40 215.00

480 8.40 1.35 7.20 6.08 5.73 40 229.00

520 8.50 1.25 6.80 5.38 5.73 40 229.00

560 8.40 1.35 7.20 6.08 5.73 40 229.00

9.759.759.259.759.259.759.759.258.959.759.258.959.759.258.95 8.40 1.35 7.20 6.08 6.08 40 243.00

640 8.30 1.45 7.60 6.81 6.45 40 257.80

680 8.42 1.33 7.12 5.93 6.37 40 254.94

720 8.70 1.05 6.00 4.10 5.01 40 200.54

760 8.70 1.05 6.00 4.10 4.10 40 163.80

800 8.68 1.07 6.08 4.22 4.16 40 166.22840 8.84 0.91 5.44 3.29 3.76 40 150.20

880 8.85 0.90 5.40 3.24 3.27 40 130.68

KHADIN

Earth work chart


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

Series1 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 0 640 680 720 760 800 840 880

Series2 9.75 9.70 9.62 9.40 8.96 8.70 8.64 8.60 8.62 8.50 8.50 8.50 8.40 8.50 8.40 8.40 8.30 8.42 8.70 8.70 8.68 8.84 8.85

Series3 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75

Series4 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25

Series5 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95

7

7.5

8

8.5

9

9.5

10

10.5

L-Section of Khadin

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 Cement21.113 22.59 6.33 - 23.22

Mortar ( 1:8 )

4 Pointing in Cement10.648 0.30 0.03 - -

Mortar ( 1:3 )

5 Dry Stone Pitching27.255 - - - 29.98

6 R.C.C. Cement Pipe2 Nos.

TOTAL 55.21 10.49 8.26 53.20

Say Bags 55

Stone

Cum

ITEMS.No.

MATERIAL CONSUMPTION STATEMENT

Quantity

Cum / Sqm

Cement

Begs

Sand

Cum

Aggrigate

Cum



2.0M

0.45

EARTHEN STRUCTURE

G.L.

DRAWING OF PIPE OUTLET AT THE LOWEST POINT OF KHADIN

0.45

0.45

0.6

1.0

G.L.

0.30

0.075

ELEVATION

PLAN

G.L.

0.451.00 0.60

2.50

0.15

0.15

G.L.

0.9

0.15


2

U/S

DRAWING OF SIDE WASTE-WEIR FOR LOW COSTING KHADINS

2.0

M

0.6

5.2

SID

E V

IEW

2

D/S

PLAN

30.00

2.0

M

0.8

30 M

SID

E V

IEW

Name of Work :- Khadin - I

INTRODUCTION :

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 South–East to North – 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

KHADIN area 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 102 ha.which can be clasified 102 ha. average – catchment. The area do not have any problem

of salinity / alknity.

The KHADIN work has been sanctioned in Jodhpur-27. An amount of Rs 4.85lacs 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 8 Hact. The maximum height of the KHADIN bund as per design plan is 1.4

m.with storage capacity of 1.65 X 10 4̂ Cum. The mandays to be generated are 6929 no.

1 Total catchment area 102 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 102 ) / 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


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

= 0.20 / 3 ( 2.40 + 5.30 + 2.40 X 5.30 ) level & Second contour level


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

8.30

1.296

20056

8.00


KHADIN

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

= 0.10 / 3 ( 5.30 + 8.00 + X 8.00 ) level & Third contour level

= 0.66 X10 4 H = Vertical hight (Difference between two contour) = 0.10

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

A3= = Area of the Third contour = 8.0 Hact

Therefore V = V0+V1+V2

V = 0.24 + 0.75 + 0.66 )X 10 4

V = 1.65 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 ) = 4.80

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

7.60 4.80

0.313

2.00

500.00

0.313

500.00

df =

1.40

1.40

7.60

0.60

1.78

1.40D/S 1.5

5.30

0.300.60

0.60 0.12

0.470

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

4.22

15.07

4.22

102

102

4.22

1 Name of Village

2 Panchayat Samiti

3 District

4 Name of work

5 No of beneficiries

6 Submerged area (Hect.) 8.00 Hect.

7 Total capicity of W.H.S. 16515 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 6871

60625.00

Baori

Baori

Jodhpur

Khadin

72750.00

S U M M A R Y 0 F KHADIN

412250.00

12”

5 cm/hr

0.30 m

485000.00

5

Sandy – Loam

10 m

S. No. ITEM Qty Rate Unit Amount

1 Dag belling 1980.00 0.81 M. 1603.80

2 Clearance of Jungle 5664.00 4.00 Sq.M. 22656.00

3 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

3966.83 92.00 Cu.M. 364948.54

4 P/F ISI mark RCC pipe in C:M 1:3 (300 mm dia) 10.00 900.00 M. 9000.00

5 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.

32.83 100.00 Cu.M. 3283.20

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 1891.00 Cu.M. 15521.33


)For foundation

18.12 2019.00 Cu.M. 36578.22

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

For superstructure

3.00 2195.00 Cu.M. 6575.45

9 Cement concrete coping in 1:2:4 19.40 230.00 Sq.M. 4460.85

10 Ruled pointing in cement mortar (1:3) 10.65 62.00 Sq.M. 660.15

11 Dry stone pitching (20-23 cm) 27.26 721.00 Cu.M. 19650.86

TOTAL 484938.40

485000.00


ABSTRACT OF COST (KHADIN)

Say Rs.

KHADIN

S. No. ITEM

1 Dag belling X 2 = 1980.0 1980.0 M.

2 Clearance of Jungle X 5.90 = 5664.0 5664.0 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 3966.83 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

1 X 30.0 X 0.60 X 0.30 = 5.400

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.

3966.83

990

960

DETAILS OF WORK (KHADIN)


Measurement Qty.

KHADIN

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

S. No. ITEM Measurement Qty.

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


Dry stone pitching (20-23 cm)

Chainage Ground Proposed Height Top width Side slop Base width Cross- Average Lenth Earth work

level T.B.L. of bund U/s D/s section C. Sec. in M in Cum

0 9.75 9.75 0.00 1.80 2.5:1 1.5:1 0.00 0.00 0 0 0

40 9.70 0.05 2.00 0.10 0.05 40 1.90

80 9.62 0.13 2.32 0.27 0.18 40 7.26

120 9.40 0.35 3.20 0.87 0.57 40 22.86

160 8.96 0.79 4.96 2.67 1.77 40 70.90

200 8.70 1.05 6.00 4.10 3.38 40 135.30

240 8.64 1.11 6.24 4.46 4.28 40 171.14

280 8.60 1.15 6.40 4.72 4.59 40 183.54

320 8.62 1.13 6.32 4.59 4.65 40 186.06

360 8.55 1.20 6.60 5.04 4.81 40 192.56

400 8.56 1.19 6.56 4.97 5.01 40 200.28

440 8.58 1.17 6.48 4.84 4.91 40 196.36

480 8.60 1.15 6.40 4.72 4.78 40 191.18

520 8.62 1.13 6.32 4.59 4.65 40 186.06

560 8.46 1.29 6.96 5.65 5.12 40 204.76

600 8.50 1.25 6.80 5.38 5.51 40 220.50

640 8.40 1.35 7.20 6.08 5.73 40 229.00

680 8.40 1.35 7.20 6.08 6.08 40 243.00

720 8.30 1.45 7.60 6.81 6.45 40 257.80

760 8.42 1.33 7.12 5.93 6.37 40 254.94

800 8.70 1.05 6.00 4.10 5.01 40 200.54

840 8.70 1.05 6.00 4.10 4.10 40 163.80

880 8.68 1.07 6.08 4.22 4.16 40 166.22

920 8.84 0.91 5.44 3.29 3.76 40 150.20

960 8.85 0.90 5.40 3.24 3.27 40 130.68

141.60 3966.83

Average base width = 5.90

KHADIN

Earth work chart


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Series1 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 720 760 800 840 880 920 960

Series2 9.75 9.70 9.62 9.40 8.96 8.70 8.64 8.60 8.62 8.55 8.56 8.58 8.60 8.62 8.46 8.50 8.40 8.40 8.30 8.42 8.70 8.70 8.68 8.84 8.85

Series3 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75

Series4 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25

Series5 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95 8.95

7

7.5

8

8.5

9

9.5

10

10.5

L-Section of Khadin

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.


Quantity

Cum / Sqm

Cement

Begs

Sand

Cum

Aggrigate

Cum



G.L.

DRAWING OF PIPE OUTLET AT THE LOWEST POINT OF KHADIN

0.45

0.45

0.6

1.0

0.45

EARTHEN STRUCTURE

G.L.

2.0M

0.15

G.L.

0.9

0.15

0.451.00 0.60

2.50

0.15

ELEVATION

PLAN

G.L.

0.30

0.075


2

U/S

SID

E V

IEW

DRAWING OF SIDE WASTE-WEIR FOR LOW COSTING KHADINS

2.0

M

0.6

5.2

2

D/S

30 M

SID

E V

IEW

PLAN

30.00

2.0

M

0.8

DESIGN OF LOOSE STONE CHECK DAM (LSCD)


Length of

Head wall

No of Lscd Per Unit Cost Total Cost

7 25000654

4444

230002100019200

1000009200084000768006920042200020

173003 4


Head Wall Length = 7 m

Plan Elevation

1.5 7 1.5

0.7

0.3 0.3

0.9 0.3 0.3 1.8

GL 0.3 0.3

0.3

Pit

1.6

S. no. Name of work Item no. No Length Width Height Qty rate amount

ESTIMATE OF LOOSE STONE CHECK DAM (LSCD)

0.6

Earth work Excavation in hard

soil up to 1.5 mt Height and

1


2B 1 7 1.6 0.3 3.4 100.0 336.0

2B 2 1.5 1.6 0.3 1.4 100.0 144.0

1 7 1.6 0.3 3.4

1 7 1.3 0.3 2.7

1 7 1.0 0.3 2.1

1 7 0.7 0.3 1.5

1 1.5 1.6 1.8 4.3

1 1.5 1.6 1.8 4.3

18.3 1297.0 23735.1

24215.1

Add 3% Contingency 726.5

Total 24941.6

Say 25000

2 Dry stone masonry

21B


deposited excavated material lead

op to 150



Plan Elevation

1.5 6 1.5

0.7

0.3 0.3

0.9 0.3 0.3 1.8

GL 0.3 0.3

0.3

Pit

1.6



0.6



1


2B 1 6.0 1.6 0.3 2.9 100.0 288.0

2B 2 1.5 1.6 0.3 1.4 100.0 144.0

1 6.0 1.6 0.3 2.9

1 6.0 1.3 0.3 2.3

1 6.0 1.0 0.3 1.8

1 6.0 0.7 0.3 1.3

1 1.5 1.6 1.8 4.3

1 1.5 1.6 1.8 4.3

16.9 1297.0 21945.2

22377.2


Total 23048.6

Say 23000

2 Dry stone masonry

21B



op to 150



Plan Elevation

1.5 5 1.5

0.7

0.3 0.3

0.9 0.3 0.3 1.8

GL 0.3 0.3

0.3

Pit

1.6



0.6



1


2B 1 5.0 1.6 0.3 2.4 100.0 240.0

2B 2 1.5 1.6 0.3 1.4 100.0 144.0

1 5.0 1.6 0.3 2.4

1 5.0 1.3 0.3 2.0

1 5.0 1.0 0.3 1.5

1 5.0 0.7 0.3 1.1

1 1.5 1.6 1.8 4.3

1 1.5 1.6 1.8 4.3

15.5 1297.0 20155.4

20539.4


Total 21155.6

Say 21000

2 Dry stone masonry

21B



op to 150



Plan Elevation

1.5 4 1.5

0.7

0.3 0.3

0.9 0.3 0.3 1.8

GL 0.3 0.3

0.3

Pit

1.6



0.6



1


2B 1 4.0 1.6 0.3 1.9 100.0 192.0

2B 2 1.5 1.6 0.3 1.4 100.0 144.0

1 4.0 1.6 0.3 1.9

1 4.0 1.3 0.3 1.6

1 4.0 1.0 0.3 1.2

1 4.0 0.7 0.3 0.8

1 1.5 1.6 1.8 4.3

1 1.5 1.6 1.8 4.3

14.2 1297.0 18365.5

18701.5


Total 19262.6

Say 19200

2 Dry stone masonry

21B



op to 150



Plan Elevation

1.5 3 1.5

0.7

0.3 0.3

0.9 0.3 0.3 1.8

GL 0.3 0.3

0.3

Pit

1.6



0.6



1


2B 1 3.0 1.6 0.3 1.4 100.0 144.0

2B 2 1.5 1.6 0.3 1.4 100.0 144.0

1 3.0 1.6 0.3 1.4

1 3.0 1.3 0.3 1.2

1 3.0 1.0 0.3 0.9

1 3.0 0.7 0.3 0.6

1 1.5 1.6 1.8 4.3

1 1.5 1.6 1.8 4.3

12.8 1297.0 16575.7

16863.7


Total 17369.6

Say 17300

2 Dry stone masonry

21B



op to 150


S. no. Name of work Item no. No X Sec Length Depth Qty Unit Rate Amount

1 Excavation of earth in hard soil dry or

moist and disposal of excavated material

within initial lead of 50 m and lift 1.5 m,

laying in layers of 15 cm dressing and

compaction etc. complete

1.1 In Hard soil 119(b)

1 4.84 32 1 154.88 Cu.m. 92.00 14248.96

2 Stone Pitching 15-23 cm thick including

supply of stones

124

1 1.1 32 0.2 7.04 Cu.m. 721.00 5075.84

19324.80


Total 19904.5

Say 20000.0

MODEL ESTIMATE OF NALLAH BUNDING

Name of work : Masonry Check Dam I Watershed : Jodhpur 27

Tehsil : Baori District : Jodhpur Macro / Micro watershed No. 0

A. Basic data :-

1. Catchment area = 290 ha.

2. Maximum rainfall intensity = 7 cm/hr.

3. General nature of catchment area :

a. Agriculture land = 105 ha.

b. Non arable land = 185 ha.

TECHNICAL NOTE


b. Non arable land = 185 ha.

c. Forest land = 0 ha.

4. Height of crest above G. L. = 1.7 m

5. Flood lift = 0.86 m

6. Free board = 0.15 m

7. Top width of head wall = 0.8 m

8. Bottom width of head wall = 2.26 m

9. Length of crest = 12 m

10. Percentage slope = 2.3 %

11. Submerged area of Anicut = 2.54 ha.

12. Storage capacity of Anicut = ha.

13. Wells benefited = 6 Nos.

14. Farmers benefited = 8 Nos.


15. Area to be benifitted = 34 ha.

Catchment area is less than 1300 ha., so Rational formula is applicable.

Q = 0.0276*C*I*A

Where -

Q = Peak rate of runoff in Cu.m./sec

C = Weighted coefficient of runoff

I = Intensity of runoff in cm/hr. for a duration equal to time of

concentration and for a given frequency.

A = Catchment area in ha.

Time of concentration Tc = 0.0195*(K)^0.77


Time of concentration Tc = 0.0195*(K)^0.77

Where -

K = (Lt)^1.5/(He)^0.5

Lt = maximum length of travel by runoff water in m.

He = Difference in elevation between most remote point and outlet point in m.

K = 8994.85

Tc = 0.0195*8994.85^0.77

= 21.61 minute I (for Tc = 21.61 min) = 12.1 cm/hr.

Q = 0.0276*0.17*12.1*290

= 16.46 Cumec.

B. DEPTH OF FLOW OR FLOOD LIFT :-

Q = 1.71*L*h^1.5


Therefore h^1.5 = Q/(1.71*L)

h^1.5 = 16.46/(1.71*12)

h = 0.86 m.

Taking free board as 0.15 m.

Total (d) = 1.01 m

C. LENGTH OF OVER FLOW REQUIRED :-

L = 4.75*Q^0.5

= 4.75*^0.5

L = 19.27 m

But as per site condition consider length of head wall = 12 m

Height of head wall taken as per site plan = 1.7 m


Height of head wall taken as per site plan = 1.7 m

Depth of Foundation from G. L. = 1.2 m

Total height of the structure, H = 3.91 m

D. HEAD WALL

The up stream face is vertical and down stream face is slanted 0.8 : 1

Top width of head wall = h/{(p-1)}^0.5

= 0.75

(As per departmental practices = ((H+d)^0.5)/2

= 0.82

Therefore min. top width is considered = 0.9 m

Base width of Head wall (b) = Top width + 0.8 * H

= 0.9+0.8*1.7


= 2.26 m

E. HEAD WALL EXTENSION

Length = H+d+1

= 1.7+1.01+1

= 3.71 m

As per site condition left HWE = 5 m

Right HWE = 5 m

Width of HWE = 0.6 m

Height of HWE = H + d = 1.7+1.01

= 2.71 m


F. SIDE WALL

Length = b + H + d +Tw - Th. of HWE

= 2.26+2.71+0.45-0.6

= 4.8 m

Width = 0.6+0.4*(H+h) = 0.6+0.4*(1.7+0.86)

= 1.62 m

Width at junction of w.w. = 0.6+0.4*0.86 0.94 m

Height = H+d = 1.7+1.01

= 2.71 m

G. WING WALL

Length = 2.25*d = 2.25*1.01


= 2.27 m

Width = 0.6 m

Height = 1.5*d = 1.5*1.01

= 1.52 m

H. APRON

Length = 12 m

Width 0.75*(H+d)+H = 0.75*(1.7+1.01)+1.7

= 2.71 m

Thickness = 0.6 m

(0.3 m concrete bed with 0.3 m stone kharanja in cement mortar (1 : 6)


I. TOE WALL

Length = 12 m

Width (tw) = 0.45 m

Height = 0.3 m

J. CUT OFF WALL

Length = 12 m

Width = 0.6 m

Depth = 1 m

K. DEPTH OF FOUNDATION

As per site condition Depth = 1.2 m


S.

No.

Vertical Forces

(V)

Horizontal

Forces (F)

Force acting at

a distance

from B.

Moment at B

1 3 4 5 6

1

=0.9*1.7*2300

= 3519 3519 1.81 6369.39

2

= 0.5*(2.26-0.9)*1.7*12*2300

= 1564 1564 0.91 1423.24

3

= 1000*0.9*0.86

= 774 774 1.81 1400.94

4

= 1000*0.86*1.7

= 1462 1462 0.85 -1242.7

Force

W1=a*H*L*S

W2=0.5*(b-a)*H*L*S

P1=w*h*H

Fa = w*a*h

2


= 1462 1462 0.85 -1242.7

5

= 0.5*1000*(1.7)^2

= 1445 1445 0.57 -823.65

6

=(0.5*1000*2.26*(1.7+0.86))/2

= 1446.4 -1446.4 1.51 -2184.064

TOTAL 6529.4 2907

Restoring Moment (Mr) = 9193.57

Over turning Moment (Mo) = 4250.41

Resultant Moment (EM) = 4943.16

Where -

L = Length of Anicut (m)

S = Specific weight of masonary = 2300 Kg/Cu.m.

w = Specific weight of water = 1000 Kg/Cu.m.

P3=(C*w*b*(H+h))/2

P2=0.5*w*H^2


CHECKS :-

(1.) OVERTURNING

Factor of safety against overturning

= Restoring Moment (Mr) / Overturning Moment (Mo)

= 9193.57/4250.41

= 2.162984277

It is more than 1.5, hence the structure is safe against overturning.

(2.) SLIDING :-

Factor of safety against sliding = U*Sigma V / Sigma F

Where U is coefficient of sliding = 0.70

= 0.70*6529.4/2907

= 1.57

It is more than 1.0, so the structure is safe against sliding.

(3.) RUPTURE :-


Position of resultant X = Sigma M / Sigma V

= 4943.16/6529.4

= 0.757 meter from B.

(4.) SAFETY AGAINST COMPRESSION (CRUSHING)

Eccentricity e = b/2 -X

Compressive stress at toe & heal respectively

P = Sigma V*[1+6*e/b ]

b

P max = 6529.4*[1+6*0.373/2.26]/2.26 = 5750.11 Kg/Sq.m.

P min = 6529.4*[1-6*0.373/2.26]/2.26 = 28.12 Kg/Sq.m.

This value is more than 1/3 and less than 2/3 of the base width, it means resultant is passing through the

middle third, so there is no chances of developing any tension in the masonary, hence the structure is safe

from rupture in tension.


Name of work : Masonry Check Dam I Village : Jodhpur 27

P. S. : Baori District : Jodhpur

S.No. Particular Quantity

Dag belling ( 5 to 7.5 cm deep)

86.68 m.

236.25 Cu.m.

= 4*12 + 2*5 + 2*5 + 2*4.8 + 4*2.27=

DETAILS OF WORK

E /W for bund / embankment in dry or moist soil including

laying in layers of 15 cm. Breaking of clods,sort ing of

grass,pabbles etc and dressing in required profile when

compacted manually or by plain roller with initial lead of 30

Mt. And lift of 1.5 Mt(excluding charges of .watering and

compaction ) hard soil 55%(i.e.25.06)


236.25 Cu.m.

H. W. = 12*2.26*0.2 5.424

H.W.E. (lleft) = 5*0.75*0 0.75

H.W.E. (right) = 5*0.75*0 0.75

S.W. = 4.8*(1.62+0.94)*0.5*0 1.23

Wing wall = 2.27*0.75*0 0.34

Toe wall = 12*0.45*0.2 1.08

Apron = 12*2.71*0.2 6.504

Cut off wall = 20*0.75*0 3

19.078 Cu.m.

Excavation in hard soil ordinary muram or earth mixed with


excavated material within initial lead of 30 m and lift of 1.5

m including dressing etc. complete.

Excavation in Loose soil dry or moist & disposal of


m including dressing etc. complete


H. W. = 12*2.26*0.2 325.44

H.W.E. (lleft) = 5*0.75*0.2 0.75

H.W.E. (right) = 5*0.75*0.2 0.75

S.W. = 4.8*(1.62+0.94)*0.5*0.2 1.23

Wing wall = 2.27*0.75*0.2 0.34

Toe wall = 12*0.45*0.2 1.08

Apron = 12*2.71*0.2 6.504

Cut off wall = 20*0.75*0 0

336.09 Cu.m.

H. W. = 12*2.26*0.5 13.56

H.W.E. (lleft) = 5*0.75*0.5 1.875

H.W.E. (right) = 5*0.75*0.5 1.875

Excavation in disintegrated rock and or soft rock or hard

kankar or compacted murrum, dry or moist including

dresssing & disposal of excavated material with initial lead

of 30 m and lift of 1.5 m


H.W.E. (right) = 5*0.75*0.5 1.875

S.W. = 4.8*(1.62+0.94)*0.5*0.5 3.072

Wing wall = 2.27*0.75*0.5 0.85125

Toe wall = 12*0.45*0.2 1.08

Apron = 12*2.71*0.1 3.252

Cut off wall = 20*0.75*0 0

25.56525 Cu.m.

H. W. = 12*2.26*0.3 8.136

H.W.E. (lleft) = 5*0.75*3 11.25

H.W.E. (right) = 5*0.75*3 11.25

S.W. = 4.8*(1.62+0.94)*0.5*0.5 3.072

Wing wall = 2.27*0.75*0.5 0.85125

Toe wall = 12*0.45*0.6 3.24

Apron = 12*2.71*0 0

Excavation in compacted kanti, or jhagia and or hard rock,

dry or moist not requiring blasting including dressing &

disposal of excavated material and stacking of useable

stones with initial lead of 30 m & lift of 1.5 m


Cut off wall = 12*2.71*0 0

37.79925 Cu.m.

H. W. =

H.W.E. (lleft) =

H.W.E. (right) =

S.W. =

Wing wall =

Toe wall =

Apron =

Cut off wall =

Cu.m.

Excavation in hard rock blasted (dry or moist) including

dressing & disposal of excavated material and stacking of

useable stones with initial lead of 30 m & lift of 1.5 m

Cement concrete well mixed in cement mortar ( 1 : 4 :


H. W. = 12*2.26*0.2 5.42

H.W.E. (lleft) = 5*0.75*0.2 0.75

H.W.E. (right) = 5*0.75*0.2 0.75

S.W. = 4.8*(1.62+0.94)*0.5*0.2 1.23

Wing wall = 2.27*0.75*0.2 0.34

Toe wall = 12*0.45*0.2 1.08

Apron = 12*2.71*0.2 6.5

Cut off wall =

16.07 Cu.m.

H. W. = 12*2.26*1 27.12

H.W.E. (lleft) = 5*0.75*1 3.75

H.W.E. (right) = 5*0.75*1 3.75

S.W. = 4.8*(1.62+0.94)*0.5*1 12.29

Wing wall = 2*2.27*0.75*1 3.41

Random rubble stone masonary in cement sand

mortar ( 1 : 6 )For foundation

Cement concrete well mixed in cement mortar ( 1 : 4 :

8 ) laid in position complete including

curing.Aggregate size upto 50 mm, HB


Toe wall = 12*0.45*1 5.4

Cut off wall = 20*0.75*1 15

70.72 Cu.m.

H. W. = 12*(2.26+0.9)*0.5*1.7 32.23

H.W.E. (lleft) = 5*0.6*2.71 8.13

H.W.E. (right) = 5*0.6*2.71 8.13

S.W. = 9.54

Wing wall = 2.27*0.6*1.52 2.07

Toe wall = 12*0.45*0.3 1.62

61.72 Cu.m.

Random rubble stone masonary in cement sand

mortar ( 1 : 6 ) For superstructure

Stone kharanja in cement mortar (1 : 6) for bed floor

including curring etc. complete

4.8*[{(1.62+0.6)/2+(0.94+0.6)/2}/2]*(2.71+1.5

2)/2


12*2.71*0.3 9.76 Cu.m.

H. W. = 12*1.7 20.4

H.W.E. (lleft) = 5*2.71 13.55

H.W.E. (right) = 5*2.71 13.55

S.W. = 20.24

Wing wall = 2.27*1.52 3.45

Toe wall = 12*0.3 3.6

74.79 Sq.m.

H. W. = 12*2.18 26.16 Sq.m.

2 * {(0.9 * 1.01) + (1.01 + 1.7 + 1.01)/2*(2.26 -

0.9) + (1.7 + 1.01 + 1.52)/2*(2.71 + 0.45)}



Cement plaster including smooth finishing in cement mortar

(1:4) 25 mm thick.


H. W. = 12*0.9 10.80

H.W.E. (lleft) 5*0.6 3

H.W.E. (right) 5*0.6 3

S.W. 6.5

Wing wall 2.27*0.60 1.36

Toe wall 12*0.45 5.4

30.06 Sq.m.

Cement concrete coping in cement mortar 1 : 2 : 4 , 75 mm

thick.

2 * {( 0.6*(2.26 + 2.71 + 0.45)}

Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10

S.No. Item Quantity Rate Amount

1 86.68 0.81 / R m. 70.21

236.25 92 / Cu.m. 21735

0 0 / Cu.m. 0

ABSTRACT OF COST

Dag belling ( 5 to 7.5 cm deep)

E /W for bund / embankment in dry or moist soil including

laying in layers of 15 cm. Breaking of clods,sort ing of

grass,pabbles etc and dressing in required profile when

compacted manually or by plain roller with initial lead of 30

Mt. And lift of 1.5 Mt(excluding charges of .watering and

compaction ) hard soil

Compaction of earth work on embankment by manual

ramming or plain roller


19.078 100 / Cu.m. 1907.8

336.09 146 / Cu.m. 49069.14

25.56525 194 / Cu.m. 4959.66

Excavation in Loose soil dry or moist & disposal of


m including dressing etc. complete

Excavation in disintegrated rock and or soft rock or hard

kankar or compacted murrum, dry or moist including

dresssing & disposal of excavated material with initial lead

of 30 m and lift of 1.5 m

Excavation in hard soil ordinary muram or earth mixed with



m including dressing etc. complete.


37.79925 160 / Cu.m. 6047.88

0 160 / Cu.m. 0

0 / Cu.m. 0

Preparation of foundation of structure including removal of

all loose stones and silt and final washing by manual labour.

Excavation in compacted kanti, or jhagia and or hard rock,

dry or moist not requiring blasting including dressing &

disposal of excavated material and stacking of useable

stones with initial lead of 30 m & lift of 1.5 m

Excavation in hard rock blasted (dry or moist) including

dressing & disposal of excavated material and stacking of

useable stones with initial lead of 30 m & lift of 1.5 m


0 / Cu.m. 0

16.07 2048 / Cu.m. 32911.36

70.72 1939 / Cu.m. 137126.08

61.72 1939 / Cu.m. 119675.08

9.76 1791 / Cu.m. 17480.16

74.79 147 / Sq.m. 10994.13

Random rubble stone masonary in cement sand mortar ( 1 :

6 )For foundation

Random rubble stone masonary in cement sand mortar ( 1 :

6 ) For superstructure

Stone kharanja in cement mortar (1 : 6) for bed floor


Cement concrete well mixed in cement mortar ( 1 : 4 : 8 )

laid in position complete including curing.Aggregate size

upto 50 mm, HB

Cement plaster including smooth finishing in cement mortar

(1 : 4) 25 mm thick.


26.16 62 / Sq.m. 1621.92

30.06 230 / Sq.m. 6913.8

Total Rs. 410512.22

Ruled pointing in cement mortar (1 : 3)

Cement concrete coping in cement mortar 1 : 2 : 4 , 50 mm

thick.

Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10

Name of work : Masonry Check Dam I Name of Village : Jodhpur 27

50 mm 12 mm

1 16.07 Cu.m 51.424 7.23 14.46

2 132.44 Cu.m 184.75 39.73 145.68

3 74.79 Sq.m 16.75 2.39

4 26.16 Sq.m 0.73 0.08

Cement concrete (1:4:8) Aggregate

size upto 50 mm, HB. @

(3.2,0.45,0.9)

S.No. AggregateSand (Cu.m)Cement (Bags) Stone (Cu.m)Particulars

R.R. Stone masonary (1:6) (Foundation /

Superstructure. @(1.395,0.3,1.10)

Cement plaster (1:4) 25 mm thick.

@(0.224,0.032)

Raised & cut pointing @(0.028,0.003)

Qty.



4 26.16 Sq.m 0.73 0.08

5 9.76 Cu.m 10.44 2.93 10.74

6 10.8 Sq.m 3.37 0.24 0.49

267.464 52.6 14.46 0.49 156.42

Say 267 Bags

Cement concrete coping (1:2:4) 50 mm

thick @(0.312,0.022,0.045)

TOTAL

Stone kharanja in cement mortar (1:6)

@(1.07,0.3,1.1)

Raised & cut pointing @(0.028,0.003)


Material Component :-

1 Cement 267 Bags @ 270 Per Bag = Rs 72090

2 Sand 52.6 Cu.m. @ 475 Per Cu.m = Rs 24985

3 Aggregate

50 mm 14.46 Cu.m. @ 465 Per Cu.m = Rs 6723.9

12 mm 0.49 Cu.m. @ 625 Per Cu.m = Rs 306.25

4 Stone 156.42 Cu.m. @ 850 Per Cu.m = Rs 132957

Total Rs = 237062.15

Labour Component :- Rs. 173450.07

Total Rs. 410512.22

EMPLOYMENT GENERATION


Total Rs. 410512.22

Contingency and Suoervision charges (@ 3%) Rs. 12315.37

Grand Total Rs.= 422827.59

Say Rs 4.23 Lakh


Earthen bund

Name of work : Masonry Check Dam I Watershed : Jodhpur 27

Left 50

Right 40

Maximum cross section Minimum cross section

Top width =Based on seepage line check

Slope of seepage line 5:1

0.6

0.6

US

DS 2:1 1.3 2.5:1

0.8 2:1 0.5 2.5:1

2.6 3.25 1 1.25

0.85 4 1.6

6.45 2.856.45 2.85

CS = (Tw+Bw) *Ht CS = (Tw+Bw) *Ht

2 2

CS = 3.525 Sq.m. CS = 1.725 Sq.m.

Average Cross section 2.625 Sq.m.

Length 90 m.

Quantity 236.25 Cu.m.

Masonry Check Dam I Watershed :- Jodhpur 27 0

1.01 m 0.9 m

SIDE VIEW1.52 m

1.2 m

1.2 m

0.2 m

2.71 m2.26 m

1.7 m

0.2 m

A

5 m 12 m 5 m

1.62

PLAN0.94

2.27

Wing wall

A'

Sec. at A A'

2.26 m

Head Wall

Apron

Left HWE Right HWE

Toe wall

Side

wall

Side

wall

m

S. No. Particulars Quantity Unit Rate (Rs) Amount (Rs)

1 Wooden Ballies (3 m long) 20 No. 70 1400

2 Wooden Ballies (4 m long) 25 No. 80 2000

3 Shade mats for covering the roof 125 Sq. m. 40 5000

4 Binding wire for tying wooden ballies and mats 20 Kg 60 1200

5 Labour charges for erection of shades 15 No. 147 2205

6 Shovels, spades, crowbars, iron baskets LS 2000

7 Weighing scale (100 Kg capacity) 1 No. 2400 2400

8 Cow dung 10 Ton 1100 11000

9 Worms @ 3 kg per ton 30 Kg 120 3600

10 Formation of vermi-bed with agro-waste, cow-

dung and worms

20 bed 301 6020

11 Miscellaneous 175

Total Cost 37000

No. of Units 7

Cost for 7 Units 259000

Category No. of Units Contributio

n

Cost from

project

Cost from project

(per unit)

Gen, OBC 5 74000 111000

SC ST 2 14800 59200

Total 7 88800 170200 24314.28571

MODEL ESTIMATE FOR A VERMI-COMPOST UNIT

Returns from Vermi-compost units

Benefits

1 Sale of vermi-compost 70 Ton 4000 280000

2 Sale of worms @ 5 kg per ton 350 Kg 50 17500

Total 297500

Net benefit 297500 - 259000 38500

BAWARI

ANWANA

DAWALAN

PUNIYAN KI BASNI

GODARON KI DNANI

GOYANPURA

RAIKAN KI BASNI

MANGLIYON KI DHANI

.

.

.

.

2735

.

.

350

3142

397

.

.

320

.

.

4

341212

.

498

.

3118

783

8

472

792

28

619

.

.

596

351

177

.

534

343

.

.

.

.

.

221

785/1

356

.

.

349

6772

777

.

805

505

507

.

791

.

.

465

473

500

.

404

305

.

807

164

.

533

1

471

.

23

.

575

.

486

742

.

399

.

71

.

636

78

.

.

308

307

479

620

2964

.

25

.

825

391

509

565

648

.

823

817

.

626

.

.

347

.

310

.

248

.

.

84

.

733

.

275

738

.

8

224

394

342

263

.

35

.

.

287

.

.

.

.

379

.

.

.

.

19

341

43

591

836

643

326

27

268

.

.

.

.

7

453

569

180

.

9

450

.

.

4

.

.

.

637

79

5

800

.

.

922

.

11

26

.

456

213

.

3190

3

535

.

658

338

24

774

.

.

287

501

10

.

.

4

560

814

499

.

789

.

489

508

513

483

.

.

474

438

.

585

.

478

296

.

577

5

.

3

302

15

.

.

322

455

123

1

2714

9

883

.

64515

67

13

2

617

390

.

14

566

213

6

2837

.

364

833

176

737

.

390

.

.

7

752

57

804

243

8

765

384

788

.

237

234

133

25

.

504

.

566

135

354

1151

.

559

317

837

274

.

.

.

552

.

.

.

779

492

.

169

.

802

727

277

1

493

157

200

778

835

353

850

6

828

445

25

559

554

389

381

372

767

582

.

327

550

923822

.

154

313

17

581

.

.

555

12

484

.

594

2738

223

.

.

3207

.

82

893.

731

.

982

831

314

568

6

.

871

924

23

898

621

.

584

286

.

995

.

260

.

17

.

257

906

698

837

30

635

179

552

470

3

62

278

381

2962

.

720

.

398

734

.

.

.

3048

567

799

2

591/1

818

236

634

821

622

.

319

406

680

41

24

316

.

13

454

.

225

.

371

1202

.

246

.

754

.

693

715

633

576

530

140

697

272

3226

1203

2954

656

726

210

.

453

683

830

.

414

279

707

447638

57

.

2865

.

1106

233

492

.

.

496

911

756

551

570

488

870

.

962

1234

.

766

725

2896

3147

.

1531

385

53

815

965

795

660

719

694

.

464

2953

188

.

344

790

487

51

.

2788

505

3036

415

842

497

264

.

999

.

846

495

616

.

79/1

490

281

3206

776

111

2989

.

56

563

115

809

83

163

283

459339

1188

491

.

839

359

240

.

.

328/10

595

3050

603

321

54

1154

571

9

42

261

760

.

610

646

1201

.

830

243

.

813

583

1162

149

887

.

199

.

2862

270

72

451

809

1259

473

402

950

55

10

538

.

551

263

.

76

2960

27

829

198

58

36

3193

.

650

462

534

581

2992

2726

355

259

.157

357

1 33

242

627

816

518

494

2998

126

1193

492

820

1161

953

.

18

3083

214

741

9/1

963

396

387

603

.

19

.

970

297

.

238

74

943

541

.

572

174

570

71

2700

167

41

168

1216

739

5

504

2705

207

192

273

3132

.

12

1261

303

54

972

841

38

21

156

22

411

292

909

187

3037

58

11

568

1204

29

186

271

.

780

1130132

312

.

24

3003

86

3250

696

475

145 1036

344

719

952

460

714

2750

3222

.

.

3028

12

401

227

2892

516

27011195

1157

.

1120

155

723

23

537

273

22

189

3002

153

838

725

.

399

.

579

812

626

346

2971

3071

984

450/1

695

387 717

70

2746

840

966

543

.

.

2900

2999

65

3049

764

113

554

.

664

.

253

574

244

503

461

2736

769

549

2722

363

2891

2740

406

.

55

1043

293

588

905

.

3133

2789

253

185

136

910

2902

.

520

63

627

762

42

758

1131.

327

.

3134

816

280

587

11

72

758

.

20

260

2967

523

976

.

209

2872

258

10

1138

81

14

938

.

703

190

3047

561

457

550

2974

333

.

660

759

.

.

2796

3125

2790

3113

80/8

2744

639

206

706

2811

2703

709

957

643

34

350

674

1159

2949

291

577

33

127

2912

50

.

21

75

6/1

3034

700

1023

313

385

458

2988

59

2737

2711

1218

3100

757

1233

908

.

785

373

1152

2706

170

203 196

704

3023

.

763

573

321

3217

412

705

2909

1122

.

2965

588

864

644

.

.

589

586

865

3011

135

3121

1004

405

695

3027

.

3267

161

877

712

3195

3252

82

1008

323

961

515

845

2819

162

69

2906

3001

345

2888

1059

.

2984

.

535

565

625

867

.

275

255

.

267

30323126

13

649

724

1123

3079

407

564

960

947

3138

2825

582

720

.

2728

563

.

2948

166

2903

2873

442

3212

.

3035

718

.

1160

290

368

322

3084

3033

161

829

.

2702

301

171

1238

1135

63

3090

1150

536

.

2730

386

491

193/2

417

2809

531

699

392

322

404

765

578

.

510

774

388

382

19

658

15

1217

3124

416

2910

289

229

2843

2923

708

1103

3018

2952

869

1175

955

366

3161

801

284

534

746

917

14

3260

1163

162

3093

1189

188

860

2863

390

3091

256

3065

34

164

252

1042

2986

166

131

2870

580

630

.

3227

1253

134

32

88

3195

3016

1068

2648

.

858

360

967

.

513

.

838

1052

533

288

511

3251

.

3141

631

451

2916

.

1231

130

715

366

1185

1136

328/12

365

3014

126

74

744

260

502

1232

896

1137

428

446

675

194195

663

713

3213

57

3057

462

3253

818

849

633

1146

2877

.

575

383

3116

935

2995

3114

276

3104

532

271

848

2818

2754

3202

28

958 .

363

2936

857

730

319

2951

.

831

.

488

3103

3073

1142

2968

741

761

634

190

721

386

1145

681

632

201

352

70

.

146

3029

553

413

362

152

194

920

1090

3238

592

153

485

1121

613

61

3165

139

247

3077

964

367

370

3196

212

3247

2866

2852

379

422

2958

803

175

662

304

417

2816

916

356/1

512

431

968

767

755

3006

519

915

2817

173

701

56

3201

328/10

35

2826

796

914

1223

3013

165

328/11

232

450

3056

255

3190

.

171

2966

522

2926

.

369 519

3058

.

230

2924

125

529

817

647

885

2969

2945

1241

3174

511

3110

2727

418

3188

753

2955

673

476

.

364

26

330

1224

665

80

75

2861

834

.

2907

39

456

1218/1

146

1260

2699

2724

125

824

2994

298

1140

735

723

996

.

702

523

137

2947

1244

254

3255

3053

.

2827

2991

797

2963

2776

925

448

3044

948

639

3102

259

2937

455

508

310

1247

2915

449

402

.

137

69

3187

614

674

.

530

724

2824

.

.

294

3198

380

216

3216

949

536

629

433

827

151

193

122

471

628

128

845

310

3245

629

998

73

48

1147

3042

440

703

351

2876

1240

2732

1132

476

.

246

3172

2980

1166

230

3244

358

1171

772

30

2729

286

574

2805

181

987

329

773

405

3112

.

16

37

357

617

503

2898

248

64

2868682

38

1258

24/1

2932

2908

2800

2772

39

711

174

2838

231

3158

196

3140

257

811

1249

832

775

309

2808

2928

2869

949

266

120

3000

2946

1228

314

2972

2815

251

721

315

140

2959

890

240

1219

1250

262

593

.

817

2976

44/1

882

2904

532

3009

.

1190

485

463

863

655

.

.

378

2802

1210

742

550

222

1218/2

352

3051

159

32

605

1262

285

2987

1246

2970

254

268

602

447

722

2901

.

2647

328/7

2807

217

.

2705

979

151

117

2925

27

2913

671

3199

900

328/6

245

477

2860

2938

365

1184

669

719

975

318

861

1139176

118

468

1213

2934

119

2871

26

1245

793

820

978

361

602

818

1248

668

672

3226

121

2983

657

2803

2944

633

149

761

974

2990

2739

875

856

454

205

3247

.

1423127

2784

3098

3263

2820

315

182

3143

475

331

668

2919

2950

621

.

1222

3203

612

2720

183

232

706

2894

929

740

833180

33

528

954

328/1

558

37

588

3060

373

282

819

2742

3066

3041

1164

481

1251

919

2882

272

.

45

886

139

3074

191

.

317

3131

375

42

2734

45

44

489

2794

51

94

239

21

3231

393

2812

745

844

828

395

2814 2874

1197

328/2

2935

236

2883

2918

247

3208

3168

132

3233

3072

218

150

1062

1218/3

222

2723

3258

2982

3254

868

3152

829

3008

2914

2708/2

2853

785

3194

2781

3185

220

3249

1205

3052

403

891

2835

1239

3004

3046

132/1

2895

735

360

3155

2975

730/1

2929

1144

3107

300

1189/6

469

2845

3017

1235

.

1252

726

374

192

332

2910/2

1184

2985

57

553

3208

944

1200

262

711

451

980

3179

197

29

666

144

3088

3030

2915/1

396

204

.

593

1186

710

477

3012

2889

1187

2799

293/1

3068

193/1

155

.

89

438

3135

889

356

3256

.

152

3246

2801

328

2893

339

138

.

589

179

224

120/1

2981

2830

2884

549

1001

362

2707

710

642.

314/1

2741

408

3101/1

430

18

1141

2752

3136

743

434

1127

494/1

2917

500

2920

299

859

3043

148

907

235

2713

1153

509

.

3061

334

1065

172

607

556

872

3092

1236

3105

3096

154

53

336

856/1

3197

215

62

1143

902

3137

3219

191

502

592

707

820

1212

2940

3154

136

890

869888

461/1

17

175

.

1225

410

3162

461

716

233

.

31

2922

120/2

3025

445

3005

141

3106

3130

843

878

1214

433

245

140/1

1242

319

399

1150

2709

1209

727

2716

2895

3225

1091

3015

3099

497

3080

499

338

234

426

3175

2711899

1000

474

247

3007

2797

2887

855/1

1208

527

619

3076

480

3218

3129

457

2810

3026

1257

526

971

776

2978

2897

1215

293/2

491

1125

3081

2973

2933

986

604

128

3069

2746

2911

854

786

3183

945

337

2833

130

713

764

2721

2858

172

158

3021

903

892

618

819

928

423

401

2841

309/1

751

241

2850

921

3055

3097

3062

2864

3214

1237

517

636

110

584

3101

1188

430

3128

673

173

1243

295

884

2834

3020

973

.

2774

479

1041

940

946

129

528

901

452

670

734

328/5

3145

3087

6266

1230

391

.

2704

3095

1173

2997

543

348

395

.

2718

712

487

398

846

599

160

261

927

350

1189/4

521

229

763

728

520

1211

219

1196

3070

2761

221

2859

856

143

3040

913

2760

907/1

557

733

555

2875

361

2979

367

3082

3139

3022

2886

1170

1235

622

194

.

662

202

3265

1102

246

3151

738

3235

1089

2879

1148

40

3264

369

137

2867

441/2

3115

2855

1168

144

1134

323

926

3018

359

109

320

739

608

855

748

1194

3063

1124

394/3

528

2797

208

1040

2930

507

3094

393

2890

2854

67

2878

2943

732

142

594

1167

394

2996

3010

544/1

460

3120

2921

160

2927

2780

258

616

249

2751

654

2993

876

1119

2725

873/1

750

3205

3188

312

150

3234

65

429

343

2777

3230

375

3075

3019

3229

1189/1

2885

220

334/1

215

3123

1169

2942

181

163

2743

2931

425

3119

1192

340

1172

1007

541

424

3153

3237

1133

490

1174

11491006

435

3054

2829

3189

630

3086

813

1003

2813

2783

184

2848

3024

526

378

295/1

2823

494

1002

567

349

3088/1

143

.

2715

341

400

464

815

197

320/1

466

459

486

1256

.

2806

446

822

3160

1183

3039

256

1189/2

3108

227

3031

3228

251

2818/1

825

465

2911/1

529

368

1189/3

3102/1

353

370

791

713/1

862

382

808

737

319/1

452

468

427

714

64

3242

269

1056

3211

.

18

655

2857

.

489

436

544

2941

3157

1206

226

624

752

3173

525

3170/1

709/2

467

432

3232

443736

68

977

783

441/6744

3323/1240

904/1

2752

3204

524

3064

770

661

183

546

193

746/1

225

1165

403

114

228 814

709

660

2847

2782

124

392

.

200

1155

3170

3089

469

.

417

3059

3210

3156

178

3261

2880/2

2880

1104

881

315

3181

224

545

676

897

585

1045

.

3159

115

2939

347

3248/2

998/1

1200/1

472

.

3157

578

3038

.

68

316

104

1057

659

123

3236

798

458

598

672

434

441/4

2849

3239

811

560

812

20

3042

1187/1

2881

223

559

690

810

1226

185

3117

656

301/1

657

470

3177

145

2831

712/1

547

1220

226

137/1

143

1602

548

80/2

826

2889

880

1186/1

3215

478

473

441/1

146

306

749

847

874

654

747

100

2856

610

54

997

1189/5

16

1054

771

931

383

661/1

1046

933

784

650

785

1126

250

3182

378/1

366

60

58

3182/1

495

141

1126/11126/2

734/1

56

.

2956

.

.

.

.

.

.

.

.

.

.

.

645

.

.

.

.

.

.

22

.

.

.

1255

2698

.

.

.

.

.

.

.

.

918

.

.

335

.

.

.

.

.

.

3243

.

27792778

1204

2985/1

1179

3231/2

441

1158

.

2717

2725/1

792

.

3207

716

309

1499

2832

2341/2

1044

167

3122

1050

139

1049

873

542621

687

2880/1

108

904

.

.

2341

101

177

1205

384

311

96

43

3176

2745

98

493

1601

1051

3248/1

3248

3240

.

897/1

490

1052

3322/1241

1605/2

3284/3

2804

377

144/1

.

1601/2

884/1

2719

325

106

1605/1

.

2773

326

244

2840

1053

441/5

3184

2746

786

1205/1

495/1396

3262

.

794

344

.

1499/1

615

50

.

1206/2

3149

376

.

31

653

40

1603/3

342

1601/1

80/1

1047

324

1603/1

225

127

.

444

623

623

927/1

1604/1

36

600

931130/2

371

1602/2

438/1

1603/2

1220/1

1604/21604/3

52

1602/1

1206/1

2842

125

76

959

23/1

421

138

2767

936

112

420

2836

.

519

157

501

587

107

372

939

484

463

498

20

576

937934

522

186

431432

409

529

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

251

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

ANWANA

BAORI

POONYON KI BASNI

GOVINDPURA

STATE REMOTE SENSING APPLICATION CENTREDepartment of Science & Technology

JODHPUR

®1:10,000

LAND USE LAND COVER MAP

DISTRICT- JODHPUR

WATERSHED - ANWANA (IWMP)PANCHAYAT SAMITI - BAORI

LegendDRAINAGEROADVILLAGEKHASRA BOUNDARYSETTLEMENTWATERSHED OUTERAGRICULTUREKHARI NADI

LAND WITH SCRUBLAND WITHOUT SCRUBNALAROADSANDY DESERTICSETTLEMENTSTONY WASTEWATERBODY

BAWARI

ANWANA

DAWALAN

PUNIYAN KI BASNI

GODARON KI DNANI

GOYANPURA

RAIKAN KI BASNI

MANGLIYON KI DHANI

ANWANA

BAORI

POONYON KI BASNI

GOVINDPURA

STATE REMOTE SENSING APPLICATION CENTREDepartment of Science & Technology

JODHPUR

®1:10,000

LegendVILLAGESETTLEMENT

CARTOSAT-1 (LISS- III MERGE) SATELLITE IMAGE

DISTRICT- JODHPUR

WATERSHED - ANWANA (IWMP)PANCHAYAT SAMITI - BAORI

detailed project report - rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...4.4.3.6...

Documents