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
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1.1 Introduction
In India, where a lot of water goes waste, it is important to apply the technology of watershed management
to solve its annual problems of droughts and floods. The demand for water exceeds its supply. Conflicts sharing
water resources are on the rise. Planning and development of watersheds calls for a rigorous understanding of the
occurrence and movement of water in the surface and sub-surface systems along with soil and nutrient losses in a
watershed as the need arises for a proper watershed management of that area. In a country like India, where a
lot of running water goes waste, it becomes very important to apply the technology of watershed management to
solve its annual problems of droughts and floods.
Watershed management basically involves harmonizing the use of soil and water resources between
upstream and downstream areas within a watershed toward the objectives of natural resource conservation,
increased agricultural productivity and a better standard of living for its inhabitants. Identifying and addressing the
significant externalities associated with watershed is critical for these objectives to be achieved in a sustainable
manner.
In the 1980s and 1990s, agricultural scientists and planners aimed to promote rain-fed agriculture through
watershed development. A watershed is an area from which all water drains to a common point, making it an
interesting unit for managing water and soil resources to enhance agricultural production through water
conservation
1.2 Philosophy of Integrated watershed management Programme
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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
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1.3 Objectives of the IWMP
The main objectives of the IWMP are to restore the ecological balance by harnessing, conserving and
developing degraded natural resources such as soil, vegetative cover and water. The outcomes are prevention of
soil run-off, regeneration of natural vegetation, rain water harvesting and recharging of the ground water table.
This enables multi-cropping and the introduction of diverse agro-based activities, which help to provide sustainable
livelihoods to the people residing in the watershed area.
1.4 Need of Watershed Development Programme
Watershed Development Programme is prioritized on the basis of thirteen parameters namely Poverty Index,
Percentage of SC/ST, Actual wages, Percentage of small and marginal farmers, Ground water status, Moisture
Index, Area under rain-fed agriculture, Drinking water situation in the area, Percentage of the degraded land,
Productivity potential of the land, Contiguity of another watershed that has already developed/treated, 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:
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
2 to 4 micro-watersheds in
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)
3 to 5 micro-watersheds in
cluster (10)
2 to 3 micro-watersheds in
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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.
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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
14/3 Anwana Micro W/s
14/4 Anwana Micro W/s
Cluster Baori, Anwana Micro W/s
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CHAPTER – 2
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2.1 Project Implementing Agency
The Project Implementing Agency (PIA) is selected by State Level Nodal Agency (SLNA) for Integrated
Watershed Management Programme (IWMP) in Rajasthan. The PIA for 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]
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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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
4 Conducting the participatory base - line surveys, training and capacity building.
5 Preparing detailed resource development plans including water and soil conservation or reclamation
etc. to promote sustainable livelihoods at household level.
6 Common property resource management and equitable sharing.
7 Preparing detailed Project Report (DPR) for the consideration of Gram sabha.
8 Undertake engineering surveys, prepare engineering drawings and cost estimates for any structures
to be built
9 Monitoring, checking, assessing, and undertaking physical verification and measurements of the work
done.
10 Facilitating the development of livelihood opportunities for the landless.
11 Maintaining project accounts.
12 Arranging physical, financial and social audit of the work undertaken.
13 Setting up suitable arrangement for post-project operation, maintenance and future development of
the assets created during the project period
2.1.2 SWOT Analysis of the PIA
Strength:
1 Dedicated and experience staffs and multidisciplinary team
2 Strong linkages with national and state level institutions, agricultural universities, for
capacity building and technical guidance.
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3 Scientific planning in watershed project with the help of SRSAC, Jodhpur
4 District level monitoring, coordination & cooperation committee.
5 Well establishment of PRIs for social audits.
6 Watershed Dept. have long experience in watershed works and has won five national
productivity awards
Weakness:
1 Lack of proper supporting staff.
2 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
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7 Independent DWDU, PIA & Watershed committee to over all monitoring and execution of
activities.
Threats:
(1)Lack of sustainable agriculture development.
(2)Delay of releasing project fund from the higher authority.
(3)Lack of contribution and cooperation from local peoples.
(4)Low and erratic rainfall in the project area.
(5)Low literacy rate in the project area.
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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Baori
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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The rainfall is scanty which has resulted in recurrent phenomenon of drought in every two to three
years. The average rainfall of this area is about 250 mm (from past five year data) with a highest intensity
of 121 mm within span of a day. This uneven distribution is leading to runoff of soil every year to the
streams resulting in silting of the village tank.
Table no. : 10 Physiography and relief
S. No. 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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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
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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
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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
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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
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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
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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.
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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
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(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
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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
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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.
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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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
CHAPTER - 4
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
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(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
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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
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(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
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• 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)
% of utilisable rain water
Utilisable rain water (Cum)
% 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
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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
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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
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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
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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 :
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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
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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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
4.4.3.8 DUG OUT POND (NADI)
It is a water harvesting structure constructed in
middle to large drainage lines across the flow to
store surplus runoff . The pond is constructed near
the point of use where maximum water can be
stored requiring minimum amount of earth work.
The earthen bund is fortified with vegetation and
waste weir.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
4.4.3.9 MASONRY CHECK DAM
It is a weir like masonry structure constructed
across the natural drain/ nallah which intercepts
the runoff from local catchment and stores it for
optimum utilization. This helps in recharging of
surrounding wells. The stored water can also be
used for lift or flow irrigation as well as for
drinking purposes of human and livestock
population. Due to these direct and indirect
benefits, masonry check dam is in great demand
in the rural areas.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Total Cost Beneficiar
y
contributio
n
QTY. Amt from
project
fund
Convergen
ce fund
Total Cost Beneficiar
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
VII NRM 56%
1 ARABLE CONSERVATION WORK
(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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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
ACTIVITY WISE TOTAL ABSTRACT OF COST
JODHPUR 27
WATERSHED COMMITTEE - BAORI
S. N. NAME OF ACTIVITY
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
W/S WORK PHASE
VII NRM 56%
1 ARABLE CONSERVATION WORK
(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
(iv) Gulley Control Structure Nallah BundingNo. 20000 10 2.000 1.000 3.000 0.240
(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
(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 0.000
(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200 0.000
(v) Nallah Bunding with ww No. 35100 10 3.510 3.510 7.020 0.000
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 0.000
(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
(vi) Masonry Check Dam No. 0 0 0.000 4.230 4.230 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
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
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
6 Crop Demonstration No. 1000 800 8.000 0.000 8.000 1.120
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
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% 1 10.125 0.000 10.125 0.000
1 33.750 0.000 33.750 0.000
IX CONSOLIDATION PHASE 3% 11.250 0.000 11.250 0.000
GRAND TOTAL 1 375.000 159.140 534.140 38.940
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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 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
W/S PREPARATORY PHASE
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
ACTIVITY WISE TOTAL ABSTRACT OF COST
JODHPUR 27
S. N. NAME OF ACTIVITY
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
(iv) Gulley Control Structure Nallah BundingNo. 20000 20 4.000 2.000 6.000 0.480
(v) Khadin No. 455000 2 9.370 9.100 18.470 1.478
2 NON ARABLE CONSERVATION WORK
(i) V Ditch for PD Ha. 17000 20 3.400 3.400 6.800 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 12 12.000 20.000 32.000 1.280
(iv) WHS (Tanka) No. 90000 16 14.400 18.000 32.400 1.296
(v) Nallah Bunding with ww No. 35100 20 7.020 7.020 14.040 0.562
3 DRAINAGE LINE TREATMENT
(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
(vi) Masonry Check Dam No. 0 1 4.230 8.460 12.690 0.677
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
3Horticulture Plantation with fencing &
Tanka No. 27700 60 16.620 0.000 16.620 2.327
4Horticulture Plantation without fencing
(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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
6 Crop Demonstration No. 1000 1600 16.000 0.000 16.000 2.240
7 Homested Kitchen Gerden No. 1000 400 4.000 0.000 4.000 0.560
8 Medicinal Plants No. 1000 200 2.000 0.000 2.000 0.280
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
2 LIVESTOCK MANAGEMENT
(i.) Animal Health Camp No. 25000 24 6.000 5.000 11.000 1.540
(ii) Vaccination No. 0 0 0.200 1.000 1.200 0.168
(iii) Purchase of Bull / Pada No. 25000 2 0.500 0.000 0.500 0.070
(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%
iRevolving fund to SHG's (5 to 20 person
per SHG) 60% 40.500 0.000 40.500 0.000
iiRevolving fund to individual entrepreneurs
10% 6.750 0.000 6.750 0.000
iiiGrant in aid to entrepreneurs SHG/SHG's
federation 30% 20.250 0.000 20.250 0.000
67.500 0.000 67.500 0.000
IX CONSOLIDATION PHASE 3% 22.500 0.000 22.500 0.000
GRAND TOTAL 750.000 303.880 1053.880 107.894
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 15.000 15.000 15.000
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
VTRAININGS & CAPACITY
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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
3 DRAINAGE LINE TREATMENT
(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
4Horticulture Plantation without
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Name of the Project IWMP 27 Cluster Geographical Area 2650 Ha
G.P. Baori Baori Effective Area 2500 Ha
Block Baori IWMP Total Arable land Ha
District. Jodhpur Date of Sanction 1. Irrigated 256 Ha
Village Covered 1 NO. 2. Unirrigated 1453 Ha
Project outlay 375 LAC Total Nonarable land Ha
Total Area 2500 Hectare No. of SHG's formed 6 1. Pasture 146 Ha
No. of WC's formed 1 No. of UG's formed 11 2. Govt. / waste /OTHER LAND 645 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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 15.000 15.000 15.000
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
VTRAININGS & CAPACITY
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
TOTAL
TOTAL
TOTAL
TOTAL
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR
Date of Approval of the
work plan
YEAR WISE WORK PLAN OF WATERSHED COMMITTEE BAORI
S. N. NAME OF ACTIVITYTARGET
(YEAR WISE BREAK UP)
Macro/Micro
W C
Scheme/Batch
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
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
1ARABLE CONSERVATION
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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
3 DRAINAGE LINE TREATMENT
(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 0 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
210.000 22.500 56.250 56.250 45.000 30.000 210.000
VIIIPRODUCTION SYSTEM &
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
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
4Horticulture Plantation without
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
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
iRevolving 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
iiRevolving 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
iiiGrant 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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
3OFFICE EXPENSES (JEEP/STATIONARY & OTHER)
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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 30.000 30.000 30.000
1 SOLAR LIGHT
2 WATER TANKA
3 REPAIRING OF TANKA
6 OTHER
30.000 30.000 0.000 0.000 0.000 0.000 0.000
VTRAININGS & CAPACITY
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
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR
Date of Approval of the
work plan
YEAR WISE WORK PLAN OF WATERSHED JODHPUR 27
S. N. NAME OF ACTIVITYTARGET
(YEAR WISE BREAK UP)
Macro/Micro
W C
Scheme/Batch
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
W/S WORK PHASE
VII NRM 56% 420.000 45.000 112.500 112.500 90.000 60.000
1ARABLE CONSERVATION
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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
(ii)Staggered Contour Trenches for
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
VIIIPRODUCTION SYSTEM &
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
3Horticulture Plantation with
fencing & Tanka 60 27700 16.620 0 0.000 10 2.770 20 5.540 20 5.540 10 2.770 60
4Horticulture Plantation without
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
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
1 LIVELIHOOD 9% 67.500
iRevolving fund to SHG's (5 to 20
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
iiRevolving fund to individual
entrepreneurs 10% 28 0.250 6.750 2 0.500 4 1.000 6 1.500 8 2.000 8 1.750 28
iiiGrant in aid to entrepreneurs
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
IX CONSOLIDATION PHASE 3% 22.500 22.500 13.500 9.000
GRAND TOTAL 750.000 61.000 158.770 143.380 134.080 95.270
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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 802 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 18 Ha
No. of WC's formed 1 No. of UG's formed 12 2. Govt. / waste /OTHER LAND 38 Ha
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
I. ADMINISTRATIVE COST 10% 0
1 WDT MANDEYA
2 W C SEC MANDEYA
3OFFICE EXPENSES (JEEP/STATIONARY & OTHER)
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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 0.000 15.000 0.000
1 SOLAR LIGHT
2 WATER TANKA
3 REPAIRING OF TANKA
6 OTHER
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
VTRAININGS & CAPACITY
BUILDING 5% 0.000
1 USERS GROUP
0.000 0.000
VI DETAILED PROJECT REPORT 1% 0.000 0.000 1 0.000 0.000
0.000 0.000 1 0.000 0.000
TOTAL 0.000 0.000 0.000
TOTAL
TOTAL
TOTAL
TOTAL
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR
Date of Approval of the
work plan
YEAR WISE WORK PLAN OF WATERSHED COMMITTEE ANWANA (Through Convergence)
S. N. NAME OF ACTIVITYTARGET
(YEAR WISE BREAK UP) (Through Convergence)
Macro/Micro
W C
Scheme/Batch
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
W/S WORK PHASE
VII NRM 22.500 56.250 56.250 45.000 30.000 210.000
1ARABLE CONSERVATION
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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 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
(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
3 DRAINAGE LINE TREATMENT
(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
(vi) Masonry Check Dam 1 0 4.230 0 0.000 0 0.000 0 0.000 0 0.000 0 4.230 0 4.230
130.610 0.000 18.299 32.658 44.971 34.682 130.610
VIIIPRODUCTION SYSTEM &
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
3Horticulture Plantation with
fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
4Horticulture Plantation without
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
6 Crop Demonstration 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
7 Homested Kitchen Gerden 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
8 Medicinal Plants 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
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 10 25000 2.500 0 0.000 2 0.500 3 0.750 3 0.750 2 0.500 10 2.500
(ii) Vaccination 0.500 0.000 0.050 0.000 0.050 0.400 0 0.500
(iii) Purchase of Bull / Pada 0 25000 0.000 0 0.000 0 0.000 0 0.000 0.000 0.000 0 0.000
(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
iRevolving fund to SHG's (5 to 20
person per SHG) 60%
iiRevolving fund to individual
entrepreneurs 10%
iiiGrant in aid to entrepreneurs
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Name of the Project IWMP 27 Cluster Geographical Area 2650 Ha
G.P. Baori Baori Effective Area 2500 Ha
Block Baori IWMP Total Arable land Ha
District. Jodhpur Date of Sanction 1. Irrigated 981 Ha
Village Covered 1 NO. 2. Unirrigated 1453 Ha
Project outlay 375 LAC Total Nonarable land Ha
Total Area 2500 Hectare No. of SHG's formed 6 1. Pasture 20 Ha
No. of WC's formed 1 No. of UG's formed 11 2. Govt. / waste /OTHER LAND 46 Ha
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
I. ADMINISTRATIVE COST 10% 0
1 WDT MANDEYA
2 W C SEC MANDEYA
3OFFICE EXPENSES (JEEP/STATIONARY & OTHER)
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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 0.000 15.000 0.000
1 SOLAR LIGHT
2 WATER TANKA
3 REPAIRING OF TANKA
6 OTHER
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
VTRAININGS & CAPACITY
BUILDING 5% 0.000
1 USERS GROUP
0.000 0.000
VI DETAILED PROJECT REPORT 1% 0.000 0.000 1 0.000 0.000
0.000 0.000 1 0.000 0.000
TOTAL 0.000 0.000 0.000
TOTAL
TOTAL
TOTAL
TOTAL
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR
Date of Approval of the
work plan
YEAR WISE WORK PLAN OF WATERSHED COMMITTEE BAORI (Through Convergence)
S. N. NAME OF ACTIVITYTARGET
(YEAR WISE BREAK UP) (Through Convergence)
Macro/Micro
W C
Scheme/Batch
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
W/S WORK PHASE
VII NRM
1ARABLE CONSERVATION
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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 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
(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
3 DRAINAGE LINE TREATMENT
(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
(vi) Masonry Check Dam 1 0 4.230 0 0.000 0 0.000 0 0.000 0 0.000 0 4.230 0 4.230
145.010 0.000 18.299 32.658 44.971 49.082 145.010
VIIIPRODUCTION SYSTEM &
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
3Horticulture Plantation with
fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
4Horticulture Plantation without
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
6 Crop Demonstration 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
7 Homested Kitchen Gerden 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
8 Medicinal Plants 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
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 10 25000 2.500 0 0.000 2 0.500 3 0.750 3 0.750 2 0.500 10 2.500
(ii) Vaccination 0.500 0.000 0.050 0.000 0.050 0.400 0 0.500
(iii) Purchase of Bull / Pada 0 25000 0.000 0 0.000 0 0.000 0 0.000 0.000 0.000 0 0.000
(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
iRevolving fund to SHG's (5 to 20
person per SHG) 60%
iiRevolving fund to individual
entrepreneurs 10%
iiiGrant in aid to entrepreneurs
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 159.140 0.000 29.479 33.458 45.771 50.432 159.140
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Name of the Project IWMP 27 Cluster Geographical Area 5201 Ha
G.P. Baori Baori Effective Area 5000 Ha
Block Baori IWMP Total Arable land 0 Ha
District. Jodhpur Date of Sanction 1. Irrigated 532 Ha
Village Covered 2 NO. 2. Unirrigated 3095 Ha
Project outlay 750 LAC Total Nonarable land 0 Ha
Total Area 5000 Hectare No. of SHG's formed 11 1. Pasture 290 Ha
No. of WC's formed 2 No. of UG's formed 23 2. Govt. / waste /OTHER LAND 1083 Ha
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
I. ADMINISTRATIVE COST 10% 0
1 WDT MANDEYA
2 W C SEC MANDEYA
3OFFICE EXPENSES (JEEP/STATIONARY & OTHER)
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
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY 4% 0.000 30.000 0.000
1 SOLAR LIGHT
2 WATER TANKA
3 REPAIRING OF TANKA
6 OTHER
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
VTRAININGS & CAPACITY
BUILDING 5% 0.000
1 USERS GROUP
0.000 0.000
VI DETAILED PROJECT REPORT 1% 0.000 0.000 1 0.000 0.000
0.000 0.000 1 0.000 0.000
TOTAL 0.000 0.000 0.000
TOTAL
TOTAL
TOTAL
TOTAL
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEAR
Date of Approval of the
work plan
YEAR WISE WORK PLAN OF WATERSHED JODHPUR 27 (Through Convergence)
S. N. NAME OF ACTIVITYTARGET
(YEAR WISE BREAK UP) (Through Convergence)
Macro/Micro
W C
Scheme/Batch
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
TARGET
W/S WORK PHASE
VII NRM
1ARABLE CONSERVATION
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
(iv)Gulley Control Structure Nallah
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
2NON ARABLE CONSERVATION
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
(ii)Staggered Contour Trenches for
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
(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 7.020
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
(vi) Masonry Check Dam 2 0 8.460 0 0.000 0 0.000 0 0.000 0 0.000 0 8.460 0 8.460
275.620 0 0.000 0 36.598 0 65.316 0 89.942 0 83.764 0 275.620
VIIIPRODUCTION SYSTEM &
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
3Horticulture Plantation with
fencing & Tanka 0 27700 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
4Horticulture Plantation without
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
6 Crop Demonstration 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
7 Homested Kitchen Gerden 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
8 Medicinal Plants 0 1000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
QTY. RATE AMOUNT PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
TOTALFIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR SIXTH YEARS. N. NAME OF ACTIVITY
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
(i.) Animal Health Camp 20 25000 5.000 0 0.000 4 1.000 6 1.500 6 1.500 4 1.000 20 5.000
(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
iRevolving fund to SHG's (5 to 20
person per SHG) 60%
iiRevolving fund to individual
entrepreneurs 10%
iiiGrant in aid to entrepreneurs
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 303.880 0.000 58.958 66.916 91.542 86.464 303.880
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Unit RATE QTY. Amt from project
fund
Convergence fund Total Cost Beneficiary
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
3OFFICE EXPENSES (JEEP/STATIONARY &
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
W/S PREPARATORY PHASE 0.000 0.000 0.000
IV ENTRY POINT ACTIVITY 4% 15.000 15.000 30.000
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
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 0.000 0.000 0.000
TOTAL
TOTAL
TOTAL
TOTAL
ACTIVITY WISE TOTAL ABSTRACT OF COST
JODHPUR 27
S. N. NAME OF ACTIVITY
TOTAL
WATERSHED COMMITTEE - ANWANA
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
(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 0 0.000 0.000 0.000 0.000
(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
(v) Nallah Bunding with ww No. 35100 10 3.510 3.510 7.020 0.000
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 0.000
(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
(vi) Masonry Check Dam No. 0 1 4.230 4.230 8.460 0.000
0 0 210.000 130.610 340.610 0.000
VIIIPRODUCTION SYSTEM & MICRO
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
3Horticulture Plantation with fencing &
Tanka No. 27700 30 8.310 0.000 8.310
4Horticulture Plantation without fencing
(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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
6 Crop Demonstration No. 1000 800 8.000 0.000 8.000 1.840
7 Homested Kitchen Gerden No. 1000 200 2.000 0.000 2.000 0.460
8 Medicinal Plants No. 1000 100 1.000 0.000 1.000 0.230
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 0.000
2 Plantation in PD Ha. 75100.000 10 7.510 7.510 15.020 0.000
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
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 0.000
(ii) Vaccination No. 0 0 0.100 0.500 0.600 0.000
(iii) Purchase of Bull / Pada No. 25000 1 0.250 0.000 0.250 0.000
(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
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 27.331
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Unit RATE QTY. Amt from project
fund
Convergence fund Total Cost Beneficiary
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
3OFFICE EXPENSES (JEEP/STATIONARY &
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
W/S PREPARATORY PHASE 0.000 0.000 0.000
IV ENTRY POINT ACTIVITY 4% 15.000 15.000 30.000
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
VI DETAILED PROJECT REPORT 1% 3.750 0.000 3.750
3.750 0.000 3.750
TOTAL 37.500 0.000 37.500
TOTAL
TOTAL
TOTAL
TOTAL
ACTIVITY WISE TOTAL ABSTRACT OF COST
JODHPUR 27
WATERSHED COMMITTEE - BAORI
S. N. NAME OF ACTIVITY
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
(iv) Gulley Control Structure Nallah BundingNo. 20000 10 2.000 1.000 3.000 0.240
(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
(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 0.000
(iv) WHS (Tanka) No. 90000 8 7.200 9.000 16.200 0.000
(v) Nallah Bunding with ww No. 35100 10 3.510 3.510 7.020 0.000
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 0.000
(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
(vi) Masonry Check Dam No. 0 0 0.000 4.230 4.230 0.000
0 0 210.000 145.010 355.010 0.000
VIIIPRODUCTION SYSTEM & MICRO
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
3Horticulture Plantation with fencing &
Tanka No. 27700 30 8.310 0.000 8.310 2.493
4Horticulture Plantation without fencing
(Orchard) No. 10000 10 1.000 0.000 1.000 0.300
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
5 Vermi Compost No. 37000 3 1.110 0.000 1.110 0.333
6 Crop Demonstration No. 1000 800 8.000 0.000 8.000 2.400
7 Homested Kitchen Gerden No. 1000 200 2.000 0.000 2.000 0.600
8 Medicinal Plants No. 1000 100 1.000 0.000 1.000 0.300
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 0.000
2 Plantation in PD Ha. 75100.000 10 7.510 7.510 15.020 0.000
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
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 0.000
(ii) Vaccination No. 0 0 0.100 0.500 0.600 0.000
(iii) Purchase of Bull / Pada No. 25000 1 0.250 0.000 0.250 0.000
(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
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% 1 10.125 0.000 10.125 0.000
1 33.750 0.000 33.750 0.000
IX CONSOLIDATION PHASE 3% 11.250 0.000 11.250 0.000
GRAND TOTAL 1 375.000 159.140 534.140 30.910
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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 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
W/S PREPARATORY PHASE
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
PROPOSED DEVELOPMENT PLAN
JODHPUR 27
S. N. NAME OF ACTIVITY
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
(iv) Gulley Control Structure Nallah BundingNo. 20000 20 4.000 2.000 6.000 0.480
(v) Khadin No. 455000 2 9.370 9.100 18.470 1.478
2 NON ARABLE CONSERVATION WORK
(i) V Ditch for PD Ha. 17000 20 3.400 3.400 6.800 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 12 12.000 20.000 32.000 1.280
(iv) WHS (Tanka) No. 90000 16 14.400 18.000 32.400 0.000
(v) Nallah Bunding with ww No. 35100 20 7.020 7.020 14.040 0.000
3 DRAINAGE LINE TREATMENT
(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
(vi) Masonry Check Dam No. 0 1 4.230 8.460 12.690 0.000
0 420.000 275.620 695.620 0.000
VIIIPRODUCTION SYSTEM & MICRO
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
3Horticulture Plantation with fencing &
Tanka No. 27700 60 16.620 0.000 16.620 2.493
4Horticulture Plantation without fencing
(Orchard) No. 10000 20 2.000 0.000 2.000 0.300
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
5 Vermi Compost No. 37000 6 2.220 0.000 2.220 0.588
6 Crop Demonstration No. 1000 1600 16.000 0.000 16.000 4.240
7 Homested Kitchen Gerden No. 1000 400 4.000 0.000 4.000 1.060
8 Medicinal Plants No. 1000 200 2.000 0.000 2.000 0.530
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
2 LIVESTOCK MANAGEMENT
(i.) Animal Health Camp No. 25000 24 6.000 5.000 11.000 0.000
(ii) Vaccination No. 0 0 0.200 1.000 1.200 0.000
(iii) Purchase of Bull / Pada No. 25000 2 0.500 0.000 0.500 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%
iRevolving fund to SHG's (5 to 20 person
per SHG) 60% 40.500 0.000 40.500 0.000
iiRevolving fund to individual entrepreneurs
10% 6.750 0.000 6.750 0.000
iiiGrant in aid to entrepreneurs SHG/SHG's
federation 30% 20.250 0.000 20.250 0.000
67.500 0.000 67.500 0.000
IX CONSOLIDATION PHASE 3% 22.500 0.000 22.500 0.000
GRAND TOTAL 750.000 303.880 1053.880 58.241
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
CHAPTER - 8
PPPPPPPPRRRRRRRROOOOOOOOJJJJJJJJEEEEEEEECCCCCCCCTTTTTTTT
OOOOOOOOUUUUUUUUTTTTTTTTCCCCCCCCOOOOOOOOMMMMMMMMEEEEEEEESSSSSSSS
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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:
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
• 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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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%
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
• 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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
• 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
Total Cost Beneficiar
y
contributio
n
QTY. Amt from
project
fund
Convergen
ce fund
Total Cost Beneficiar
y
contributio
n
QTY. Amt from
project
fund
Convergen
ce fund
Total Cost Beneficiar
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
VTRAININGS & CAPACITY
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
PROPOSED DEVELOPMENT PLAN
JODHPUR 27
S.
N.NAME OF ACTIVITY
Gram Panchayat ANWANA Gram Panchayat BAORI TOTAL JODHPUR 27
TOTAL
TOTAL
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
(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 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
VIIIPRODUCTION SYSTEM & MICRO
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
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 0.30
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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%
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 58.24
TOTAL
TOTAL
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
At beginning After treatment
Rill erosion
Area ha
Area ha
0
2
4
6
8
10
12
14
16
18
At beginning After treatment
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
At beginning After treatment
Ltr./ Year
0
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
At beginning After treatment
Income
Rs./ Month
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
3Construction of Waste Weir
CROSS SECTION AT A A'
1.5
3.25 '
1 '
2.5
9.0 '
2
1' 6"
A A'
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
A A'
2.5
9.5
PLAN
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% contingency 514.12
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
Add 3% contingency 291.69
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
nominal size agg. in the ratio of
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
nominal size agg. in the ratio of
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
= 0.94 X104 H= Vertical hight (Difference between two contour) = 0.25
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
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 454925.12
455000.00
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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)
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
= 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
= 0.20 / 3 ( 2.40 + 5.30 + 2.40 X 5.30 ) level & Second contour level
= 0.75 X104 H= Vertical hight (Difference between two contour) = 0.20
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
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
= 0.10 / 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
7 Random rubble stone masonary in cement sand mortar ( 1 : 6
)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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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)
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
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 8.55 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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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.
MATERIAL CONSUMPTION STATEMENT
Quantity
Cum / Sqm
Cement
Begs
Sand
Cum
Aggrigate
Cum
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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
Name of Watershed :- Jodhpur-27Panchayat Samiti :-Baori
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Length of
Head wall
No of Lscd Per Unit Cost Total Cost
7 25000654
4444
230002100019200
1000009200084000768006920042200020
173003 4
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
soil up to 1.5 mt Height and
deposited excavated material lead
op to 150
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Head Wall Length = 6 m
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
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% Contingency 671.3
Total 23048.6
Say 23000
2 Dry stone masonry
21B
soil up to 1.5 mt Height and
deposited excavated material lead
op to 150
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Head Wall Length = 5 m
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
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% Contingency 616.2
Total 21155.6
Say 21000
2 Dry stone masonry
21B
soil up to 1.5 mt Height and
deposited excavated material lead
op to 150
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Head Wall Length = 4 m
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
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% Contingency 561.0
Total 19262.6
Say 19200
2 Dry stone masonry
21B
soil up to 1.5 mt Height and
deposited excavated material lead
op to 150
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Head Wall Length = 3 m
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
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% Contingency 505.9
Total 17369.6
Say 17300
2 Dry stone masonry
21B
soil up to 1.5 mt Height and
deposited excavated material lead
op to 150
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Add 3% contingency 579.7
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
= 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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
= 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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
= 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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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 :-
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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.
Excavation in Loose soil dry or moist & disposal of
excavated material within initial lead of 30 m and lift of 1.5
m including dressing etc. complete
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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 :
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)}
including curring etc. complete
Ruled pointing in cement mortar (1:3)
Cement plaster including smooth finishing in cement mortar
(1:4) 25 mm thick.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
excavated material within initial lead of 30 m and lift of 1.5
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
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
including curring etc. complete
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.
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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.
MATERIAL CONSUMPTION STATEMENT
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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)
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
Total Rs. 410512.22
Contingency and Suoervision charges (@ 3%) Rs. 12315.37
Grand Total Rs.= 422827.59
Say Rs 4.23 Lakh
Jodhpur (IWMP)-27, 2010-11 AS/FS No. 2121-2460 Date 14.09.10
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
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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
.
.
.
.
.
.
.
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.
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.
.
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