1
Detail of Project
1. Name of Project :Churu (IWMP) 23/201112
2 Sanction No. & date of Project :
3 Macro & Micro Nos : 6
4 Deviation from Project Sanctioned : Nil
Items As per Project Sanctioned As proposed in DPR
Project Area 6561 ha 6561 ha
Macro/Micro No 6 6
Name of Gram Panchayats ABASAR-RANDISAR ABASAR-RANDISAR
Name of Villages ABASAR, KHALIYAN, RANDISAR,
BOTHIYAWAS, BIDDAS, UDASAR
ABASAR, KHALIYAN, RANDISAR,
BOTHIYAWAS, BIDDAS, UDASAR
Project Cost (Rs in Lakhs) 984.15 lakhs 984.15 lakhs
2
DPR TEMPLATE
Index
S.No Topics Page no.
1 Chapter
• Location
• General Features of watershed (Cost and Area details)
• Climatic and Hydrological information
• Other Development Schemes in the project area
• Details of infrastructure in the project areas
• Institutional arrangements (WCDC,PIA,WDT,WC)
2 Chapter Basic Data ,Analysis and Scope
2.1 Demography Details 2.2 Development Indicators 2.3 Land use 2.4 Agriculture status and Productivity Gap Analysis 2.5 Horticulture/Vegetable/Floriculture status 2.6 Land holding pattern 2.7 Livestock status With Per Capita Production 2.8 Fodder status 2.9 Farm Implements 2.10 NREGS Status 2.11 Migration details 2.12 Livelihood Details. 2.13 Existing SHG 2.14 Ground Water details 2.15 Drinking Water Status 2.16 Water use efficiency 2.17 Slope details 2.18 Water Budgeting 2.19 Soil Details 2.20 Soil erosion status
3 Chapter Proposed Development Plan
4 Chapter Activity wise Total Abstract of cost
5 Chapter Annual Action Plan
5.1 Project fund 5.2 Convergence Plan
6 Chapter Project outcomes
7 Technical designs and estimates for proposed activities
3
8 Enclosures
8 .1 Maps b. Location –District, block, village, watershed location map c. Map of Project with Watershed Boundary demarcation in cadastral map d. Land Use Land Cover map e. Existing water bodies, DLT f. PRA Map (along with photos & paper drawing) g. GIS based intervention map h. Treatment map ie proposed works on revenue map
8.2 Documents of Agreements:
• Proceedings of gram sabha for EPA approval
• Proceedings of gram sabha Resolution for committee constitution
• Documents related to PRA exercise
• Proceedings of gram sabha for DPR approval
• Proceedings of Panchayat Samiti General body for DPR approval
• Proceedings of Zila Parishad Standing Committee for DPR approval
4
• CHAPTER – I
INTRODUCTION
Location.
Churu(IWMP) 23/201112 Project is located in sujangarh Block, of Churu district. The project area
is between the latitudes 280 4′ to 28
0 2′ N and longitude of 74
0 37′ to 74
0 21′ East.
It is at a distance of 025 km from its Block head quarters and 85 Kms from the district head
quarters. There are no. of habitations in the Project area and other details are given below.
General features of watershed
S.No. Name of Project(as per GOI) Churu-23
(a) Name of Catchment
(b) Name of watershed area(local name) ABASAR-RANDISAR
© Project Area 6561 ha
(d) Net treatable Area 6561 ha
e) Cost of Project 984.15 LAKH
f) Cost/hectare 0.15 Lakhs
g) Year of Sanction 2011-2012
h) Watershed Code 23
i) No. of Gram Panchayats in project
area
2
j) No. of villages in project area 6
k) Type of Project Desert
l) Elevation (metres) -
m) Major streams nil
n) Slope range (%) 1-5%
Macro/micro Name of Gram
Panchayat
Name of Villages Covered Census code of
villages
Area
ABASAR Abasar 00662400 1399
RANDISAR Khaliya 00662500 851
Randhisar 00656900 1961
Bothiyabas 00657000 1109
Udasar 00657100 578
Bidas 00662300 663
5
The watershed falls in Agroclimatic Zone 1C.The soil texture is –course sandy to sandy loam. The
average rainfall is 25 cm . The temperatures in the area are in the range between 50 centigrade
during summer and 0 centigrade during winter. The major crops in the area are bajra (75%),
gwar(15%).moong(9%) 7845 (94.00%) land is under cultivation 8.7% land fallow, 11.6% land is
wasteland. zero% land is irrigated throughno sourse
500 No of households are BPL(27% households) 37 are landless households(2%
households) and household are small and marginal farmers(50.84% household) .Average land
holding in the area is 1.45 ha. 94 % area is single cropped area and 0% is double cropped. The
main source of irrigation is nil. The average annual rainfall (5 years) in the area 250 mm. The
Major streams in the Watershed are nil. The major festivals in the village are Deepawali, & Holi.
At present this village is having 11209 population with Communities like rajput, jat and sc.
Climatic and Hydrological information
1 Average Annual Rainfall(mm)
Year Average Annual Rainfall(mm)
1 2002 300
2 2003
346
3 2004 250
4 2005 210
5 2006 266
6 2007 215
7 2008 321
8 2009 245
9 2010 310
10 2011 240
11 2012 290
2 Average Monthly rainfall (last ten years)
Month Rainfall(mm)
i) June 40
ii) July 75
iii) August 74
iv) September 10
3 Maximum rainfall intensity (mm)
Duration rainfall intensity(mm)
i) 15 minute duration -
2ii) 30 minute duration -
iii) 60 minute duration -
4 Temperature (Degree C)
Season Max Min
6
i) Summer Season 50 25
ii) Winter Season 20 -2
iii) Rainy Season 27 22
5 Potential Evaporation Transpiration (PET) (mm/day)
Season PET
i) Summer 4 to 20
ii) Winter 2 to 8
iii) Rainy 1 to 3
6 Runoff
i) Peak Rate (cum/hr) Nil
ii) Total run off volume of rainy season (ha.m.)
iii) Time of return of maximum flood
5 years
10 years
InYear
iv)Periodicity of Drought in village area
Other Development Schemes in the project area
S.No Scheme Name of the department
Key interventions under the Scheme
Targeted Beneficiaries
Provisions under the Scheme
1 MNREGA Panchayati raj Employment 2200 Employment
2 INDRA AWAS Panchayati raj Housing 210 Housing
3 CM BPL HOUSING Panchayati raj Housing 43 Housing
4 TFC,SFC,NIRBAND Panchayati raj Community work 120 Community work
Details of infrastructure in the project areas
Parameters Status
(i) No. of villages connected to the main road by an allweather road
6
(ii) No. of villages provided with electricity 6
(iii) No. of households without access to drinking water 320
(iv) No. of educational institutions : (P) 5
(S) 3
(HS) 1
(VI) 0 Primary(P)/ Secondary(S)/ Higher Secondary(HS)/
vocational institution(VI)
(v) No. of villages with access to Primary Health Centre 00
(vi) No. of villages with access to Veterinary Dispensary 0
(vii) No. of villages with access to Post Office 1
(viii) No. of villages with access to Banks 0
(ix) No. of villages with access to Markets/ mandis NIL
(x) No. of villages with access to Agroindustries NIL
(xi) Total quantity of surplus milk NIL
(xii) No. of milk collection centres (U) (S) 0 (O)
7
(e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
(xiii) No. of villages with access to Anganwadi Centre 5
(xiv) Any other facilities with no. of villages (please specify)
(xv) Nearest KVK SARDARSAHAR
(xvi) cooperative society NO
(xvii) NGOs NO
(xviii) Credit institutions NO
(i) Bank NO
(ii) Cooperative Society NO
(xix) Agro Service Centre's NO
Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary)
WCDC Details
PIA particulars
1 2 3
S.No Particulars Details of WCDC
1. PM ,WCDC RAJESHVAR SINGH
2. Address with contact no., website 9413825047
3. Telephone 01562254494
4. Fax 01562254494
5. Email [email protected]
1 2 3
S.No Particulars Details of PIA
6. Name of PIA AMER SINGH
7. Designation B.E (AG)
8. Address with contact no., website P.S. SUJANGARH
9. Telephone 9414537251
10. Fax
11. Email [email protected]
8
WDT Particulars:
1 2 3 4 5 6 7 8
S.No
Name of WDT member
M/F Age Qualification Experience in
watershed(Yrs)
Description of
professional
training
Role/ Function
1 BHIKAMCHAND F 65 Dip.(Civil) No. - Technical expert
2 M B.SC Agri (hons) No. - Agriculture expert
3 SHYAM SUNDER M L.S.A Yes - Vat. expert
4 SUNITA F 28 M. A. (Sociology) No. - Social expert
17
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committee is registered under society Registration Act 1958. The Gram Sabha of the Gram Panchayat selects the chairman of the watershed committee
with the secretary who will be a paid functionary. A watershed Committee was formed accordingly in CHURU�XXIII Gram Panchayat. Capacity
building training to the watershed committee is given by WDT. The watershed committee has a pivotal role to play during and after the project
implementation period
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b. Taking follow up action on all decisions.
19
c. Maintaining all the records of project activities and proceedings of the meetings of Gram Panchayat, Watershed Committee (WC) and other
institutions for Watershed Development Project.
d. Ensuring payments and other financial transactions.
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9
Problems and scope of improvement in the project area
The socio economic conditions of the area can be improved through increased production which
can be achieved through expansion in cultivated area and productivity enhancement. 40 ha land is
arable 80 wasteland and 60 ha is fallow can be brought under cultivation.
Zero ha is only irrigated and with efforts this can be increased to 90 . The productivity gap of major
crops in the area as compared with district and with areas in the same agro climatic zones indicate
potential to increase the productivity. The demonstration of improved package of practices,
improved varieties, increased irrigation facilities and soil conservation measures under the project
can bridge this gap. Due to small land holdings in the area focus of the project would be on
diversification in agriculture (horticulture, vegetables, green houses, Agro forestry, fodder
crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment)
45270 Quintal fodder scarcity can be met out through Pasture development .Improved animal
Husbandry practices can increase the productivity of livestock. 80 no of persons migrate due to
unimployment this migration can be checked through creation of employment opportunities in the
project area through increase in production and diversification in agriculture and Livelihoods as
mentioned above.
III. Problems, Demand and Scope for comprehensive area development
a) NRM
Problems
- Being general soil texture light and course sandy, highly permeable and without
any streams contributing runoff, no water erosion take place in the project area.
All rainfall water percolate in soil & increases the water table.
- Severe Wind erosion take place in the summer season which washed away a
upper productive soil of the project area.
- Low community land as comparitive to total area & deforrestation of community
land.
- Less vegetative cover
- Ground water depth ranges from 40 to 60 m which is highly deep
- Ground water having a TDS ranging 2300 to 2800 which is not suitable for
drinking purpose.
- Average annual rainfall is 290 mm which is insufficient for fullfill the need of
the area.
- Potential Evaporation Transpiration (PET) is 8.5 mm/day which transpirate most
of the water in the air.
10
- Max. & Min. temperature of the project area is 50 & 0 which is a adverse
condition of the project area.
- Land slope having 3 to 10 m which effect on production.
Demand
- 1,75,94,812 litre runoff wants to store for requirement of the project area.
- There should be a barrier to stop wind erosion & protection of productive soil in
the project area.
- There should be afforestation in the community land.
- There should be a rich vegetative cover in the project area.
- Ground water depth should be decrease.
- TDS of water should be suitable for drinking purpose.
- There should be a sufficient structure for capturing & storing rain.
- There should be a minimum Potential Evaporation Transpiration (PET) rate.
- There should be a heavy & rich plantation in the project area for favourable
climatic condition.
- There should be a work for stabilisation of sand dunes.
- There should be a work for improvement of land.
Scope for development
- No. of artificial catchment & tank can be take up in the project area for capturing
runoff & storage of rain.
- No. of vegetative barrier & shelter belt plantation can be take up in the project
area against wind erosion & to protect the productive soil of the area.
- All the community land can be take up for afforestation.
- Maximum area can be take up for requirement of vegetation.
- Recharge well can be take up for decresing ground water depth.
- Maximum rain fall water capturing structure can be take up for improving TDS.
- No. of structure can be take up for capturing & storing rain water.
- Adding zipsum in the soil can be take up for decresing PET rate.
- Maximum plantatiion can be take up for improving climatic condition.
- Sand Dune Stabilization work can be take up for stabilization of
sand dunes.
- Latest scientific methods can be take up for improvement of land.
11
b) Agriculture and Horticulture Productivity gap analysis
S no Horti. – plants Suggested varity Agro plants Bio fuel plants
1 Ber Sev , gola, umrav Ardu Aloebera
2 Awala Krishna, kanchan ,
chakiya
Khejdi
Problems
- Low productive soil of the project area.
- Soil fertility is low
- Agriculture is purely depending on the monsoon rainfall and single cropped.
- Assured irigation is negligible.
- Low use of fertilizer per unit cropped area.
- Traditional farming methods.
- Lack of adequate farm machinery.
- Lack of finances for farmers.
- Lack of good quality seeds and fertilizers.
- Lack of other facilities such as storage and marketing.
Demand
- There should be some mechanism for improvemet of productive soil.
- There should some mechanism for increase the soil fertility.
- There should be rainfall capturing structure to ensure for double cropping system.
- There should heavy water storage structure for life saving irrgation.
- There should some training for farmers for use of fertilizer.
- There should some training on mordern farming methods.
- There should some demostration on mordern farm machinary.
- There should some loan facility for fullfil the demand of finances.
- There should be some demostration on good quality seeds & fertilizer.
- There should be some training on storage of seeds &marketing.
12
Scope for development
- Suitable number of water harvesting structure can be take up for ensuring double
cropping .
- Suitable number of water storage structure can be take up for life saving
irrgation.
- Suitable number of training can be take up about benefits of fertilizer.
- Suitable number of training can be take up to aware about mordern farming
methods.
- Suitable number of demostration can be take up about benefits of mordern farm
machinary.
- Deemand of finance can be fulfill by loan of bank or society.
- Suitable number of crop demostration can be take up about good seed & fertiliser.
- Suitable number of trainings can be take up on storage of seed & fertilizer.
c) Livestock gap of fodder availabity
Problems
- Cows and buffaloes are of local breeds.
- Lack of fodder and pasture availability.
- Migration of goats and sheeps.
- Milk production is low.
- No local treatment is available.
- No pure water is available for drinking for livestock.
- Lack of green fodder.
- Lack of time period of repeat breeding.
- Lack of balanced & nutrient feed in the project area.
- Lack of suitable habitation of live stock.
- Lack of milk marketing in the project area.
- Lack of poultry farming.
- Unawareness of animal health.
- Traditional methods of treatment.
- Cost of feed is greater than production.
- Street animals.
- Unauthorised veterinary practicener by unknown person in the project area.
- Lack of awareness.
- Lack of vaccination.
- Unawareness of animal insurance.
13
Demand
- There should be a cows and buffaloes of hybrid nature.
- There should be a sufficient fodder & rich vegetative cover in Pasture land.
- There should some way to stop livestock migration.
- There should some way of increasing milk production.
- There should be a availability of local treatment.
- There should be a pure water for livestock.
- There should some way of increasing availability of green fodder.
- There should some way of increasing availability of balanced & nutrient feed.
- There should be a training programme on suitable habitation of livestock.
- There should some way for developing milk marketing.
- There should some training on poultry farming.
- There should some training to aware about animal health.
- There should be a modern method of treatment.
- There should be a sufficient fodder that cost of feed should be less than the
production.
- Street animals should be in definate area.
- There should be authorised vetenaty practicener in the project area.
- There should be some training on awareness.
- There should be some camp of vaccination.
- There should be some training on awareness of animal insurance.
14
Scope for development
- Distribution of improved bull and bull calves for natural services can be take up
in the project area.
- A good vegetation programme can be take up in the pasture land.
- A good fodder vegetation programme on field boundry of famers & on common
land can be take up to stop livestock migration in the project area.
- Breed improvement programme can be take up for increase in milk production.
- Vetenary specialist as a WDT can be take up for local treatment.
- No. of rain harvesting structure can be take up for pure water for livestock.
- Sufficient no. of plantation of fodder plant can be take up for availability of green
fodder.
- No. of training can be take up on balanced & nutrient feed, suitable habitation of
livestock, milk marketing, poultry farming, aware about animal health, modern
method of treatment, vaccination & animal insurance.
- Castration programme can be take up for street animal.
d) Livelihood & Microenterprises
Problems
- The villagers earn their livelihood from animal husbandry and agriculture and
during lean seasons they migrate for daily wage in other parts of the state.
- Lack of small enterprises in the project area.
- Lack of Agro based industry in the project area.
- Lack of strengthening of Self Help Group.
Scope for development
- Development of small entrepreneurship such as stitching, embroidery, shops,
fragrance sticks, candle preparation, handicrafts.
- Developing Agro based industry such as wool, Papad and Bardi weaving units
with equipment and machines for livelihood enhancement.
- Poultry and piggery
- Vermi composting and animal waste as manure
- Fodder bank creation
- Establishment of processing center.
Self Help Group Formation and there strengthening.
15
Base Line Survey Format for IWMP MIS website Project Name Total Geographical Area of Project (Lakh Hectares) Treatable Area
Wasteland (Lakh Hectares) .00110 Rainfed Agricultural Land (Lakh Hectares)
.06170
Total Cropped Area (Lakh Hectares)
.06170 Net Sown Area (Lakh Hactares)
.06170
Total no. of Water Storage Structure
20 Total no. of Water Extracting Units
10
Total storage capacity of water storage structures (cubic meters)
400
No. of Household
SC 891 ST 11
Others 947
Total Population of the project Area
11209 No. of Household of Landless people
39
Total no. of BPL Household 500
No. of persondays of Seasonal Migration
90 No. of Marginal Farmer’s Household
171
Depth of Ground Water (meters) below Ground level
Pre monsoon 85 Postmonsoon 80
No. of persondays of Seasonal Migration
80 55
16
CHAPTER – II Socio economic Features, Problems and Scope
Table 2.1 Population & Household Details:
Total Population
Male Female Total SC ST
5732 5557 11209 4458 11
Household Details
BPL household
L. Less Small Farmer
M. Farmer
Total household
SC household ST household
500 39 170 44 1850 891 11
Table 2.2 Development indicators
S. No. Development Indicators
State Project Area
1 Per capita income (Rs.) Average 45000
2 Poverty ratio Average 0.36
3 Literacy (%) Good 0.63
4 Sex Ratio Good 84.4
5 infant mortality rate Good -
6 Maternal mortality ratio Average -
The above table indicates (poor,average,good) socio economic conditions.
Table 2.3 Land Use
Land Use Total area in Ha.
Private Panchayat Government Community Total
Fallow Land - - - - -
Cultivated Rainfed
6170 - - - 6170
Cultivated irrigated ( Any Source, Well, Canal, Etc.)
- - - - -
Net Sown Area
6170 - - - 6170
Net Area sown more than once
- - - - -
Area under Rabi
- - - - -
17
Area under Kharif
6170 - - - 6170
Forest - 68 0 - 68
Non Arable - - 110 - 110
Pastures - - 117 - 117
Others
The project area has 110 ha of cultivable wasteland. 171 ha of fallow land can be brought under
cultivation if some irrigation source can be provided through Construction of WHS like Johar,
Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops.
Construction of WHS can also increase in area under irrigation which is only 5%
70 ha. (3.3 % of the project area)is under wastelands and can be brought under vegetative cover,
with reasonable effort. Activities like Vegetative Barrier, WHS (Johad) Afforestation of wastelands
and Pasture development will be taken up on these lands.
Pasture development the land use table shows that there is 256 hectare pasture land. This
emphasizes the need for taking up pastureland development works through sowing of promising
species of grasses and plantation
18
Table 2.4 .a Agriculture and Horticulture status and fuel availability. 1
Cropping Status
S.no.
Season
Crop Sown
Rain Fed Irrigated Total
Varieties
Area(ha.)
Production (ton)
Productivity (Kg/ha)
Varieties
Area(ha.)
Production (ton)
Productivity (Kg/ha)
Area (ha.)
Production(ton)
1 Kharif
Bajra
HHB-67 HHB-60
4628 415.85 300 - - - - 4628 415.85
Gavar
HB-75 RGC-936
926 1205.8 400 - - - - 926 1205.8
Moong
Men-2 Men-451
400 30.204 400 - - - - 400 30.204
Mooth
Rmo-401,225
216 200.83 350 - - - - 216 200.83
Total 6170 1852.68 1450 - - - - 6170 1852.68
Table 2.4.b Abstract of cropped Area(ha)
Area under Single crop 6170
Area under Double crop 0
Area under Multiple crop 0
19
**Write for each crop: The farmers are using ,varieties of Bajra, whereas varieties like ,can increase the production. HHB-67 HHB-60, HB-75 RGC-936, Men-2 Men-451, Rmo-401,225
Crop Rotation**will vary from project to project
Bajra Wheat Bajra Fallow Moong Mustered Moong Fallow Til Fallow Moth Fallow
The table shows that only 0 ha is (0%) is double cropped area. Also the crop rotation shows that
fallow lands are there. This indicates that there is scope for change in crop rotation in fields where
there are fallow lands through Soil and Water conservation measures, crop demonstration and
diversification in agriculture.
Soil and Water conservation measures besides putting fallow lands under cultivation can
change the area under single cropping to double and multiple cropping.
Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)
Analysis of the above table indicate that besides national gap there is wide gap in productivity
within state and even within same agro climatic zones.
Name of the crop
Productivity kg/ha
India Highest Average
in Rajasthan
Highest Average of Agro climatic zone
District Project Area
Bajra 802 655 600 450 300
Moong 317 159 150 170 160
144
122
105
250
Moth 350
20
The reasons for this variation are
• The farmers are using varieties of Bajrawhereas the recommended varieties like provide
yield (write for all crops)
• Lack of Availability of good quality seeds of desired crop and variety in adequate quantities
and time to the farmers.
• Availability of water for cultivation(% is irrigated table)
The productivity gap and reasons of it indicate potential to increase the productivity through crop
demonstration. Crop demonstrations would be carried out on improved crops/ varieties, improved
agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration
of improved methods and economics of fodder crops cultivation and also distribution foundation
seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop
rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended varieties
Production
Horticulture - - - - -
- - - - - -
- - - - - -
Vegetables - - - - -
- - - - - -
- - - - - -
Floriculture - - - - -
- - - - - -
- - - - - -
Medicinal Plants
- - - - -
21
Table 2.6 Land holding Pattern in project area
Type of Farmer
Total Households
Land holding (ha) irrigation source wise
Land holding (ha)Social group wise
Irrigated (source)
Rainfed Total General SC ST OBC BPL
(i)Large farmer
550 - 3000 3000 1500 150 10 500 40
(ii) Small farmer
170 - 1000 1000 100 500 20 150 230
(iii) Marginal farmer
344 - 1800 1800 450 220 20 650 160
(iv) Landless person
39 - 0 0 0 0 0 0 0
(V)No. of BPL households
500 - 320 320 5 100 50 125 220
Total 1850 - 6170 6170 2055 970 100 1425 650
52% land holdings belong to small and marginal farmers who own 31% of total cultivated area.
Horticulture/vegetables could be more economical to Small and Marginal farmers with irrigation
source. For Large farmers with no irrigation facility Horticulture/vegetables will be promoted in a
part of land with farm pond/Tanka construction.
The following activities will be more beneficial for small land holdings and for diversification and
income for large farmers.
Horticulture plantation, Medicinal and Aromatic Crops, floriculture: As discussed earlier .
Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation
source. Also the project area has good potential for medicinal & aromatic crops like Sonamukhi,
Isabgol, Ashwagandha, Khus, Mehandi etc.
Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation
as wind velocity is high in the project area.
Setting of Vermi Compost Units Keeping in view the side effect of residues of chemicals and
fertilizers on human health the emphasis would be on cultivation of organic produce through
motivating farmers and providing assistance for production of organic input, vermi compost.
Production and distribution of quality seed – There is need to ensure that good quality seed is
available for cultivators for which adequate seed production would be initiated in watershed areas
with the assistance of private sector and agriculture department technologies
Sprinklers and pipelines for efficient water management practices emphasis on demonstration of
sprinklers with adequate financial support and convergence/private partnership.
Establishment of Green House For growing off season vegetables seedlings and other
horticultural crops under controlled atmospheric conditions of green house.
22
Establishment of nurseries: Most of the planting material is procured from other parts of the
State/ country. The procurement of planting material from distant places causes damage to the
planting material and often results in untimely supply. Hence nursery development activity can be
promoted in the area.
Innovative hitech/ export oriented activities: innovative hitech/ export oriented projects like
mushroom cultivation, floriculture, etc which are in negligible existence at present, can be
implemented by individual farmers / private companies.
Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green
houses and in nurseries for rational use of irrigation higher yields and quality produce.
23
Table 2.7 Livestock Status animals/milk production / average yield.
S.No.
Description of animals
Population in No.
Yield(milk/mutton/Wool)
Equ. cow units
Dry matter requirement per year (7Kg per animal.)
Total requirement in M.T. Milk/
Wool Mutton
1 Cows - - - - - -
Indigenous 1555 4.59 0 1120
- -
Crossbreed
20 0 142 - -
2 Buffaloes 1461 3.70 0 1067
- -
3 Goat 454 4.24 0 2528 - -
4 Sheep 709 0 0 671 - -
5 Camel 60 0 0 34 - -
6 Poultry 0 0 0 NA - -
7 Piggery 0 0 0 NA - -
8 Others 0 0 0 - - -
In spite of the large number of livestock, production is less hence increase in productivity
across all species, is a major challenge. To enhance production of unproductive cattle and
improve the productivity following activities will be taken up:
,Demonstration of improved methods of conservation and utilization of Forage crops are proposed.
Table 2.8 Existing area under fodder (ha)
S.No Item Unit Area/Quantity
1 Existing Cultivable area under Fodder
Ha 900
2 Production of Green
fodder
Tonns/year 1.44
3 Production of Dry fodder Tonns/ Year 2.88
4 Area under Pastures Ha 66
5 Production of fodder Tonns/year 0.60
6 Existing area under Fuel
wood
Ha 100
7 Supplementary feed Kgs/ day 8kg
8 Silage Pits No
9 Availability of fodder quintals 54681
10 Deficiency/excess of
fodder
quintals 45146
24
To minimize the large and expanding gap between feed and fodder resource availability and
demand there is need for
• Increase in area under fodder crops
• Increase in productivity of fodder crops
• Development of pastures
• And reduction in large number of livestock production through replacement by few but
productive animals
Table 2.9 Agriculture implements
Farm mechanization and seed banks: As discussed earlier % land holdings belong to small
and marginal farmers who own only % of total cultivated area so owning of big farm
implements by individual farmers is not economical so SHG would be promoted to buy farm
implements and rent to farmer
Table 2.10 NREGA Status No. of Card Holder, activities taken so far, employment
status.
Sr. no.
Name of gp Total No .of job cards
Employment Status
Activity taken up so far
1 ABASAR-RANDHISAR
2100 3000 Land development
S. No Implements Nos.
1 Tractor 85
2 Sprayersmanual/ power 300/10
3 Cultivators/Harrows 75
4 Seed drill 40
5 Any Other 50
25
Table 2.11 Migration Details
Name of village
No. of persons
migrating
No. of days per year of
migration
Major reason(s)
for migrating
Distance of destination
of migration from the
village (km)
Occupation during
migration
Income from such occupation
(Rs. in lakh)
ABASAR-RANDHISAR
120 205 Low labour rate
400 Labour,private company etc.
0.29
The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods .
The existing livelihoods Village are given below
The existing livelihoods Village are given below
Existing Activities (On Farm)*
Name of activity* No of House holds Average annual income
Cultivators 1080 24000
Dairying 75 6000
Poultry - -
Piggery - -
Goatry 50 2000
Landless Agri.
Labourers
39 2000
Others 1100 4000
26
Existing Major activities (Off Farm)**
Name of
activity
Households/individuals Average annual
income
Artisans - -
Carpenter 50 5000
Blacksmith - -
Leather Craft - -
Porter 4 4000
Mason 80 3000
Others specify 500 50000
The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals
Table 2.13( a ) Status of Existing SHG
S.No Name of SHG Members Activity Monthly Fund
involved income available
1 JAI SHREE EAM 13 saving 260 13533
2 Indra 12 saving 240 26000
Gandhi
3 Ambedkar 12 saving 240 25000
4
Jai shree
12
saving
240
14000
hanuman
The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance
27
II. Technical Features
Table 2.14 Ground Water
S.No Source No. Functional Dry Area Water
depth irrigated availability(da
ys)
i) Dug wells 15 55 m 0 0 8 month
ii)
Shallow tube wells 0
0 0
0
0
0
month
iii) Pumping sets 0 32m 0 0 6 month
iv) Deep Tube Wells 10 65 m 0 0 6 month
Total 20
28
Table 2.15 Availability of drinking water
S Name Drinking Present No. of No. No. No.
. of the water availabilit drinking function require defunct
N village requiremen y of water al s
o t Ltrs/day drinking sources repairs
water available
Ltrs/day
1
ABASAR-
RANDHI
SAR 88255 62200 24 15 3 6
Table 2.16 Water Use efficiency
Name of major crop Area (Hectare)
through water through water Any other (pl. Total saving conserving specify)
devices(Drip/Spri agronomic nklers) practices
#
Bajra nil nil nil nil
,moong,moth,gwar
The tables above indicate need for judicious use of available Water.
Encouraging optimum use of water through installation of sprinklers on every operational wells
Table 2.17 Slope details.
Slope of Watershed S.No. Slope percentage Area in hectares
1 0 to 3% 4000
2 3 to 8% 1500
3 8 to 25% 670
4 > 25% 0
As most of the area has slope less than 3% construction of contour bunds can solve the problem
of water erosion in agriculture fields and protect washing of top soil and manures/fertilisers
30
Table 2.19 Soil details
Soil Profile
S.No. Major Soil Classes Area in hectares
1 sandy 5000
2 Sandy loam 1170
Soil Depth :
B Depth (Cms.) Area in hectares
1 0.00 to 7.50 4000
2 7.50 to 45.00 1500
3 > 45.00 670
C Soil fertility Status Kg/ha Recommended
N .6 .8
P 22.49 30.50
K 364 380
Micronutrients PPM
The analysis of table shows need to improve and maintain soil fertility. Soil health card to every
farmer every crop season will be provided, which will include the recommendation for Application
micro nutrient and fertilizers
Table 2.20 Erosion details
Erosion status in project Area
Cause Type Area Run Average soil loss
of affected off(mm/ (Tonnes/ ha/ year)
erosion (ha) year)
Water erosion
a Sheet - - - - - -
b Rill
c Gully
SubTotal
Wind erosion 6561 13
Total for project 6561 13
The need is:
To check land degradation
To reduce excessive biotic pressure by containing the number and increase of livestock
31
To check cultivation on sloping lands without adequate precautions of soil and water conservation measures
To discourage cultivation along susceptible nallah beds
To check Faulty agriculture techniques
To check Uncontrolled grazing and developed cattle tracks
To check Deforestation of steep slopes
CHAPTER III Proposed Development Plan:
The Activities are indicative addition /deletion in activities will be as per local conditions
A) Preparatory phase activities Capacity Building Trainings and EPA
The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans
and wall writings etc. were carried out in all the habitations of 3 Micro Watershed. A
series of meetings were conducted with GP members, community and discussed
about the implementation of IWMP programme. User groups were also formed.
Grama Sabhas were conducted for approval of EPA (Village), for selecting the
watershed committee and approval of DPR.
S.no Name of the Gram Panchayat Date on which Grama
Sabha approved EPA
1
ABASAR-
RANDHISAR 18/10/2011
1 4 5 6 7 8 9 10 11
S. Names of Amount Entry Point Estimated Expenditure Balance Expected Actual
No. village earmarked for Activities cost incurred outcome outcome
EPA planned
1
ABASAR-
RANDHISAR 39.36 15 35 25 14.36
The PRA exercise was carried out in all the villages on the dates shown below:
S.no Name of the Date on which PRA
village/Habitation conducted
1 ABASAR-RANDHISAR 20-11-12
32
Transact walk were carried out involving the community for Social mapping, Resource
mapping. Detailed discussions and deliberations with all the primary stakeholders were
carried out.
Socioeconomic survey was carried out during feb12 to june 2012 (dates) period covering all
the households and primary data on demography, Land holdings, Employment status,
Community activities etc. was collected as mentioned in chapter 2.
. CAPACITY BUILDING
Table List of approved Training Institutes@
for Capacity Building in the project area
1 2 3
S. Name of Name of
No. Stakeholders the Training
Institute
Jaipur,
Nabard,
IMTI kota
2 WDTs IGPRS
Jaipur,
Nabard,
IMTI kota
3 UGs PIA, WDT
4 SHGs Nabard,
wdt, Special
Trainer of
department
, PIA
5 WCs PIA, PM,
WDT
6 GPs PIA, WDT
7 Community PIA, WDT
8 PM/SLNA IGPRS,
Nabard,
IMTI
# Central govt. Dept./ State govt. Dept./ Autonomous Body/ Research Institutes/ Universities/ Others (pl. specify)
$ Capacity Building/ Agriculture/ Horticulture/ Animal Husbandry/ Pisciculture/ Remote Sensing/ Water conservation/ Ground water/ Forestry/ livelihoods/ entrepreneurship development/ others (pl. specify)
@
The training institutes must fulfill the conditions mentioned in the operations guideli
34
Table Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST. Amount (39.36)
1 2 3 5 6 7
S. Project Total No. of persons to be trained during No. of Training to be organized during No. of person days to be trained
No. Stakeholders no. of project period project period during project period
persons
I II III IV V Total I II III IV V Total I II III IV V Total year year year year year year year year year year year year year year year
1 PIAs 2000 300 400 500 500 300 2000 6 8 10 10 6 40 5 5 5 5 0 20
2 WDTs 7000 1500 1500 1400 1400 1200 7000 30 30 28 28 24 140 30 30 30 30 0 120
3 UGs 1002 200 200 200 200 200 202 4 4 4 4 5 21 200 200 200 200 0 800
4 SHGs 1500 300 250 250 300 400 1500 6 5 5 6 8 30 600 600 600 600 0 2400
5 WCs 300 100 75 75 25 25 300 2 2 2 1 1 8 100 100 100 100 0 400
6 GPs 2000 500 500 250 300 450 2000 10 10 5 6 9 40 100 100 100 0 0 300
7 Community 1033 300 200 200 200 133 1033 20 20 20 10 0 70
8 EXPOSURE
TOUR 3 1 1 1
0
0 3 1 1 1
0 0 3 0
7 7
0 0 14
(INTER
STATE)
9 EXPOSURE 2 1 1 0
0
0 2 1 1 0
0 0 2 0
7 0
7 0 14 TOUR
(INTRA
STATE)
10 PM/SLNA 1 1 1 1 0 4
11 TOTAL
14840 3202 3127 2876 2925 2708 14840 60 61 55 55 54 284
PHYSICAL
12 TOTAL 39.36
FINANCIAL
40
State Remote Sensing Application Centre was assigned the work of preparing various thematic
layers using Cartosat1 and LISS3 imageries for Creation, development and management of
geospatial database depicting present conditions of land (terrain), water and vegetation with
respect to watershed under different ownerships at village level
Various thematic layers provided by SRSAC are :
• Delineation of Macro/Micro watershed boundaries.
• Digitised Khasara maps of the villages falling in project area.
• Network of Drainage lines, existing water bodies, falling in the project area.
• Base maps (transport network, village/boundaries, and settlements).
• Land Use / Land cover map.
• Contours at 1 meter interval, slope map
• Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as
discussed in chapter 2) final Treatment plan on revenue map for implementation has been
framed. Thus each intervention identified has been marked on revenue map (map enclosed
in DPR as annexure).The GIS based intervention map, PRA based intervention map are
annexed as .
B)Livelihood Action Plan (LAP):
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the
funds under the livelihood component. LAP has been prepared by the PIA in consultation with
WDT, WC & the members of SHG,SC/ST, women, landless/ assetless households. Details of
funds available & their utilisation is as under :
(i) Total project cost Rs.—984.15Lacs.
(ii) Funds available under livelihood component is 9% of total project cost= Rs.88.57 Lacs.
(a) Seed money for SHGs as revolving fund = Rs 53.14 Lacs.
(minimum 60% of livelihood component)
No. Of SHG to be formed 213 Nos.
No of persons (members) in SHGs 1065 Nos.
(b) Seed money for enterprising individuals = Rs. 8.85 Lacs
(minimum 10% of livelihood component)
No of persons identified as enterprising individuals 36 Nos.
41
(c) Funds for Enterprising SHG/Federations of SHG
(Maximum 30 % of livelihood activities)= Rs. 26.57 Lacs
The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to
avail a composite loan for undertaking major livelihood activities or to upscale activities as
recommended by the WC & approved by WCDC in consultation with line departments.
C) Production Plan:
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is
prerequisite for availing the funds under the Production System & micro enterprises component.
Production plan has been prepared by the PIA in consultation with WDT, WC & the members of
Users Group. Details of funds available & their utilisation is as under :
(iii) Total project cost Rs.984.15 Lacs.
(iv) Funds available under Production System & Micro enterprises component is 10% of
total project cost= Rs.98.42 LACS
(v)
(viii) Funds for Animal Husbandary activities 19.68 lacs.
Details of is Animal Husbandary activities given below :
Awareness Programme
Slogan Wall Painting,
Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana Rally
Broadcasting / Telecasting Film Show
Visit intra/ inter/ out of State/ Abroad
42
Fortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.
Creation Of Disease Free Zone: Livestock’s health coverage
Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)
Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)
Distribution of mineral mixture. (Convergence with peer department)
Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.
Ensure Hygenic measures to check Zonosis.(DAH/ IWMP)
Construction of Animal Sheds with Manger and Portable Manger With accessories
Provision of Cattle Water Troughs.
Infertility Management: To ensure Livestock’s Productivity
Expansion of AI Coverage/ reduction in no.of infertile females.
PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENT
Breed Improvment: To ensure Livestock’s Productivity enhancement
A.I. (Convergence with peer department)
Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.
Registration of bulls (Convergence with peer department)
Bull / Buck Distribution for NS.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.
Financial Incentive to the Inseminator for Calf Borns.
Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva
An Assistance to control Malnutrition: Protein Supplementation
Feed & fodder production enhancement.
ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating
outgoing liabilities as well as new projects which they wish to take during next financial years & will
submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of
43
Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While
preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased
changed rates will be applicable for preparing AAP & the effect of same can be met by converging
the remaining works with other schemes.
PROJECT NAME : churu23 IWMP- 2011-12 BLOCK: Sujangarh DISTRICT : CHURU COST OF PROJECT : 984.15 Lacs
ANNUAL ACTION PLAN THROUGH PROJECT FUND
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Fin
Admn. 10% - - 98.42 - 24.604 - 26.572 - 27.556 - 9.8415 - 9.8415 98.42
Monitoring 1% - - 9.84 - 2.4604 - 2.6572 - 2.7556 - 0.9842 - 0.9842 9.84
Evaluation 1% - - 9.84 - 2.4604 - 2.6572 - 2.7556 - 0.9842 - 0.9842 9.84
EPA 4% no. - 39.37 5 31.493 3 7.8732 - 0 - 0 - 0 39.37
I & CB 5% - - 49.21 - 12.302 - 13.286 - 13.778 - 4.9208 - 4.9208 49.21
DPR 1% - - 9.84 - 7.8732 - 1.9683 - 0 - 0 - 0 9.84
Total (A) 22% 22% - - 216.51 5 81.192 3 55.014 0 46.846 0 16.731 0 16.731 216.51
(B)
Earthen Bund - - - - - - - - - - - - - - - -
Tanka no. 476 1 476.0 0 0 309.4 309.4 119 119 47.6 47.6 0 0 476 476
Khet talai - - - - - - - - - - - - - - - -
Vegetative barrier ha 480.9 0.035 16.83 0 0 312.59 10.94 120.23 4.2079 48.09 1.6832 0 0 481 16.83
Conservation measures for non
arable land
Pasture Development ha 0 1.56 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00
kuva Repair no. 0 1.5 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00
johar no. 0 17.22 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00
Afforestation ha 0 1.56 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00
johar Repair no. 0 11 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00
kund repair no. 0 1.5 0 0 0 0 0 0 0 0 0 0 0 0 0.00
WHS no. 0 7.71 0 0 0 0 0 0 0 0 0 0 0 0 0.00
Tanka comm. no. 25 1.5 37.5 0 0 17.5 26.25 7.5 11.25 0 0 0 0 25 37.50
Ground water recharge Structure no. 3 6.93 20.79 0 0 2.1 14.553 0.9 6.237 0 0 0 0 3 20.79
Total (B) 984.9 51.515 551.1 0 0 641.59 361.14 247.63 140.69 95.69 49.283 0 0 985 551.1215
Conservation measures for arable land(private land)
8
Natural resource management(56%)
-
-
-
8
4th year
-
-
5th year
Phy
3rd year Total
CHAPTER -V (A)
Preparatory phase activities capacity building trainings & EPA
Activity Unit Quantity Unit Cost Total cost1st year 2nd year
CHAPTER -V (A)
( C ) Production System (10%)
Production measures for arable
land
Horticulture plantation ha. 100 0.24 24 0 0 40 9.6 20 4.8 20 4.8 20 4.8 100 24
Agro. Foresty no. 10000 0.0003 3 0 0 4000 1.2 2000 0.6 2000 0.6 2000 0.6 10000 3
Vegetables ha. 110 0.06 6.6 0 0 44 2.64 22 1.32 22 1.32 22 1.32 110 6.6
Medicinal plants ha. 130 0.01 1.3 0 0 52 0.52 26 0.26 26 0.26 26 0.26 130 1.3
Crop Demonstration no. 1000 0.01 10 0 0 400 4 200 2 200 2 200 2 1000 10
Pasture Development ha 28 1.56 43.68 0 0 11.2 17.472 5.6 8.736 5.6 8.736 5.6 8.736 28 43.68
Liv. Stock Devlop. Acti. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9.8415
Total - - 98.42 - 0 - 59.049 - 34.445 - 4.9208 - 0 - 98.415
Livelihood System 9%
Revolving Fund to SHG ( minmun
60 % amt. )no. 212.5764 0.25 53.14 0 0 148.8 37.201 63.773 15.943 0 0 0 0 213 53.14
Revolving Fund to enterprising
individual (maximum 10 %
amount)
no. 35.4294 0.25 8.86 0 0 24.801 6.2001 10.629 2.6572 0 0 0 0 35 8.86
Grant in aid to enterprising SHG or
Federation of SHG individual
(maximum 30 % amount)
no. 13.28603 2 26.57 0 0 9.3002 18.6 3.9858 7.9716 0 0 0 0 13 26.57
Total (C) 261.2918 2.5 88.57 0 0 182.9 62.001 78.388 26.572 0 0 0 0 261 88.57
(D) Consolidation 29.5245 0 0 0 0 0 0 0 8.8574 0 20.667 0 29.52
Grand Total 984.15 5 81 827 478 326 214 96 75 0 37 1254 984.15
Project Manager, WCDC
WD&SC.Distt.--------------
Assistant Engineer, PIA
WD&SC P.S.-----------
PROJECT NAME : IWMP- BLOCK : CHURU DISTT. CHURU
Churu 23 COST OF PROJECT : 984.15 Lacs
Labour material Total
Adm., EPA, I&CB, Mon.,
EVA., DPR216.51 216.51
Pro. Ind. Tanka no. 476 1 476.0 95.2 380.8 476 - 5% and 10%
Conv. Ind. Tanka no. 274 1.5 411.0 411
Vegetative barrier ha 480.9 0.035 16.83 3.3663 13.4652 16.8315 - -
Proj. Pasture
Developmentha 0 1.56 0.00 0 0 0 - -
Con. Pasture
Developmentha 4 1.56 6.24 6.24
johar no. 0 17.22 0.00 0 0 0 - -
Proj.Afforestation ha 0 1.56 0.00 0 0 0 - -
Conv.Afforestation ha 4 1.56 0.00 6.24
johar Repair no. 0 11 0.00 0 0 0 - -
kund repair no. 0 1.5 0.00 0 0 0 - -
Proj.Tanka comm. no. 25 1.5 37.50 7.5 30 37.5 - -
Conv.Tanka comm. no. 8 1.5 12.00 12
koop Repair no. 0 1.5 0.00 0 0 0
Proj.Ground water
recharge Structureno. 3 6.93 20.79 4.158 16.632 20.79 - -
Conv.Ground water
recharge Structureno. 8 1.5 12.00 12
Revolving Fund to SHG (
minmun 60 % amt. )no. 212.58 0.25 53.14 53.14 - -
Revolving Fund to
enterprising individual
(maximum 10 %
amount)
no. 35.429 0.25 8.86 8.86 - -
Grant in aid to
enterprising SHG or
Federation of SHG
individual (maximum 30
% amount)
no. 13.286 2 26.57 26.57 - -
Production measures
for arable landno. 0 98.42 98.42 - 10% and 20%
Consolidation phase no. 29.52 29.52
Grant Total Project Cost 1425.39 984.15
*Tentative and will vary during execution according to beneficiary
Beneficiary
Contribution*
Activity wise Total Abstract of cost
CHAPTER-IV
Activity Unit QtyUnit
cost
Total
cost
Project Manager, WCDC
WD&SC.Distt.--------------
Assistant Engineer, PIA
WD&SC P.S.-----------
Cost from Project Fund Converge
nce Fund
45
CHAPTER – VI EXPECTED OUT COMES
1 2 3 4 5 6
S. No. Item Unit of Pre project Expected Post project Remarks
measurement Status Status
1 Status of water table (Depth to Ground water Meters 60 m 55m G.W. level
level) Increase
2
Ground water structures repaired/ rejuvenated No. Nil 8
3 Quality of drinking water Description Average Good
4 Availability of drinking water Description Average Good
5 Change in irrigated Area Ha Nil 100
6 Change in cropping/ land use pattern Description Production
Increas up to 5%
Average
7 Area under agricultural crop Ha 6170 7000
I Area under single crop Ha 6170 7000
Ii Area under double crop Ha Nil 100
Iii Area under multiple crop Ha Nil Nil
8 Change in cultivated Area Ha 6170 7000
9yield of Yield of Bajra kg/ha 300 350
major Yield of moong kg/ha 350 400
crops of
Yield of moth kg/ha 300 350
area Yield of Mustard kg/ha 100 150
10 Production of Bajra ton 415 500
production Production of Wheat ton - -
o
f major
Production of Gram Ton 0 200
crops of Production of Mustard ton 20 50
46
area
11 Area under vegetation Ha 30 50
12 Area under horticulture Ha Nil 20
13 Area under fuel Ha 20 40
14 Area under Fodder Ha 10 25
15 Fodder production Q 6170 7000
47
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 macroeconomic 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.
Means of Verification of indicators
• Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,
midterm 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/projectrelated village and local bodies/PRIs.
• External review missions
• Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation,
Animal Husbandry
48
CHAPTER VII TECHNICAL DESIGNS AND ESTIMATES
Technical designs and estimates for proposed activities.
For Estimates GKN of the districts should be used. For Production System activities, rates
provided by the Department is to be used & if not vailable than rates of Agriculture/Horticulture/
Animal Husbandry should be used.
For Livelihood activities, project norms provided by the Department is to be used & if not available
than cost norms of NABARD, NRLM etc can be used.
40
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Watershed Development Team
�Stakeholders at field level i.e. committee member
� Watershed secretary, SHG and User groups and progressive farmers.
�Vocational trainings for SHG and User Groups
�Capacity building for farmers and other progressive farmers on new interventions in the fields of soil water conservation measures to optimize natural
water resources, rain fed agriculture, use of animal waste as manure, invention of water collection ways and use of micro irrigation technique
�Exposure tours
�Trainings on agriculture, horticulture and agro�based micro enterprises and silvi�pastoral approach
�Trainings on the development of livestock especially on improved market access for produce
�Training of the equity distribution of usufruct rights
�Livelihood activities for asset less people
41
2� ����,�����������.��,�������
To establish credibility of the Watershed Development Team and create rapport with the watershed community. Following works have been identified for
the Entry Point Activity component, with the consent of the Gram Sabha.
S. No.
Name of Gram Panchayat
Name of Village Amount Alloted for EPA (Rs. In Lakhs
1 CHURU XXIII AABSAR 39.366
2 KHALIA
3 RANDHISAR
4 BOTHIYABAS
5 BIDDAS
6 UDASAR
7
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42
3� +����!#�$� �.���&/����+��E!��������������$!
New Farm pond (Tanka) of at least 1 lakh litter capacity and plantation
�Field bunding for vegetative barrier against wind.
�Road top water harvesting structure.
�
=� +����!#�$� �.���&/����+��E!������������������$!�
Community farm ponds locally Johar a harvesting structure of more than 20 to 30 liters lakh literscapacity based its catchment
�Jal Grahan Koop (recharge well)
�Repair of existing community farm ponds and pucca Johar locally called Tall� A harvesting structures
�Continuous trenching works with sowing of local perennial grass and shrubs and trees
�Shunken ponds/Khet Talai
>� ���$�������',!��/��
� Crop Demonstration (high yielding varieties of cereals pulses, oilseed, and vegetable, medicinal, spices, production of good agriculture seed and fodder
etc.)
� Horticulture plantation especially at the periphery of farm ponds
� Agro�forestry
� Plantation of in non arable area
� Over seeding of grass and legumes
48
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� � � � � � � � � � � � � � � � � � � � � � � �
Volume of Kund should be 20.00 Cumec for 20,000 litre capacity
Volume = л/4 * (Dia.)² * depth
Assuming Diameter of Kund = 3.00 m
Than Depth should be = 20 / Л/4(3.00)²
Therefore Depth = 2.83 m ≈ 2.85 m
Catchment area of Kund should be for 20,000 litre
Volume of Water
=Catchment area * Average Rainfall *0.8
Average rainfall of the project area is 290 mm
Therefore Catchment area = 20/0.232
Catchment area = 86.2068 Sqm
(Dia of Catchment area)² = 86.2068/ Л/4
(Dia of Catchment area)² = 109.8117
Dia of Catchment area = 10.47 m ≈ 10.5 m
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��������� � � � �������� ������� ����� Rate Labour Rate Total Labour Total
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�� ����������������������������� � � � �� �� � �� � � � �� �� �� �� ��
�� π/4 ( 3.46 ) ² * 1.50 � � � �� ═ 14.104 Cum 71 /Cum 71 /Cum Rs. 1001 Rs. 1001
�� ������������������������������� � � � �� �� � �� �� � �� � �� �� �� �� ��
�� π/4 ( 3.46 ) ² * 1.50 �� �� �� �� ═ 14.104 Cum 82 /Cum 82 /Cum Rs. 1157 Rs. 1157
���������������� �� �����!�������������� � � � � �� �� �� �� � � �� � �� � �� � ��
�������� π/4 ( 3.46 ) ² * 0.30 � � � �� ═ 2.821 Cum
�������� π/4 ( 3.46 ² 3.00 ² ) * 3.20 ═ 7.468 Cum
�������� π/4 ( 10.96 ² 10.50 ² ) * 0.45 ═ 3.489 Cum
�������� π/4 ( 10.96 ² 10.50 ² ) * 0.15 ═ 1.163 Cum
�������� 14.941 Cum 399.00 /Cum 2826.0 /Cum Rs. 5961 Rs. 42223
�������� �" "�"#������������ � �� �� �� �� �� �� �� �� �� �� �� �� ��
�������� 2 * 3 * 0.30 �� ═ 1.800 Sqm 178 /Sqm 605 /Sqm Rs. 320 Rs. 1089
$$$$���� �����%��% & ��"#�������%'���������� �� �� �� �� �� �� � � �� � �� � �� � ��
�������� π/4 ( 3.46 ) ² �� _ .45*.45 �� �� ═ 9.200 Sqm 278.00 /Sqm 1183 /Sqm Rs. 2558 Rs. 10884
�������� %�����%���� �� ��� ��()������������� �� �� �� �� �� �� �� �� �� �� �� �� ��
�������� π/4 ( 10.50 ² 3.46 ² ) * 0.10 7.719 Cum 242.00 /Cum 476 /Cum Rs. 1868 Rs. 3674
****���� +"�, ������������*�-��%����� �.�20mm� �� �� �� �� �� �� �� �� �� �� �� ��
�������� π/4 ( 3.00 ) ² � � � � � � ═ 7.069 Sqm
�������� π * 3.00 * 3.20 � � ═ 30.144 Sqm � � �� � �� � �� � ��
�������� π * 3.46 * 0.45 � � � � ═ 4.889 Sqm � � �� � �� � �� � ��
�������� �� �� 42.102 Sqm 46 /Sqm 100 /Sqm Rs. 1937 Rs. 4210
////���� +"�, ������������*�-��%����� �.���mm� � � � �� � � �� � �� � �� � ��
�������� π/4 ( 10.50 ² 3.46 ² ) �� ═ 77.188 Sqm � � �� � �� � �� � ��
�������� π * 10.50 * 0.15 � � � �� ═ 4.946 Sqm � � �� � �� � �� � ��
�������� π * 10.73 * 0.23 � � � �� ═ 7.749 Sqm � � �� � �� � �� � ��
�������� π * 10.96 * 0.45 � � � �� ═ 15.486 Sqm � � �� � �� � �� � ��
�������� �� �� �� �� �� 105.369 Sqm 46 /Sqm 79 /Sqm Rs. 4847 Rs. 8324
0000���� �����1���2�"��"#������������� �� �� �� �� �� �� �� �� �� �� �� ≈ 500
3333���� �������4���5������,%����-����4��������"��(�������������� ��
50
�������� (1.5 + 0.9 )/2* 1.2 * 400 �� 0.00 cum 0 /Cum 0 /Cum Rs. 0 Rs. 0
������������ (�2�%6"� ��(������(�����#�����2�%�.�(in 3 row)� �� 0.000 m 0 /m 0 /m Rs. 0 Rs. 0
�������� �� �� ���#� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� Rs. 19649 Rs. 73062
���� � � � � � � � � � � � � Add for photo and wall writing � Rs. 250
���� ���������������� ���� � � � � � � � � � � � � � � � � � �� 0 0
���� � � � � � � � � � � � � � � � � � 19649 73312
���� � � � � � � � � � � � � � � � � �
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�������� "�#��7������� �������������������������������� � � 0.20 "����� � � 26.80 %
�������� "�#�����#������� ����������������������������� � � 0.54 "����� � � 73.20 %
�������� ��"����#�� �� �� 0.73 "����� �� �� �� ��
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Volume of Kund should be 50.00 Cumec for 50,000 litre capacity
Volume = л/4 * (Dia.)² * depth
Assuming Diameter of Kund = 3.80 m
Than Depth should be = 50 / Л/4(3.80)²
Therefore Depth = 4.41 m ≈ 4.45 m
Catchment area of Kund should be for 50,000 litre
Volume of Water = Catchment area * Average Rainfall
Average rainfall of the project area is 290 mm
Therefore Catchment area = 50/0.29*0.8
Catchment area = 215.5 Sqm
(Dia of Catchment area)² = 215.5 / Л/4
(Dia of Catchment area)² = 274.5
Dia of Catchment area = 16.58 m ≈ 16.60 m
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54
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a ����������������������������� � � � �� �� � �� � � � �� �� �� �� ��
π/4 ( 4.26 ) ² * 1.50 � � � �� ═ 21.380 Cum 71 /Cum 71 /Cum Rs. 1518 Rs. 1518
b ������������������������������� � � � �� �� � �� �� � �� � �� �� �� �� ��
π/4 ( 4.26 ) ² * 1.50 �� �� �� �� ═ 21.380 Cum 82 /Cum 82 /Cum Rs. 1753 Rs. 1753
c �������������������$����������� � � � �� � � �� � �� � � �� �� �� ��
π/4 ( 4.26 ) ² * 1.45 �� �� �� �� ═ 20.667 Cum 83 /Cum 83 /Cum Rs. 1715 Rs. 1715
���� �� �����!������������ 1:6� � � � �� �� �� �� � � �� � �� � �� � ��
�� π/4 ( 4.26 ) ² * 0.30 � � � �� ═ 4.276 Cum
�� π/4 ( 4.26 ² � 3.80 ² ) * 4.90 ═ 14.269 Cum
�� π/4 ( 17.06 ² � 16.60 ² ) * 0.60 ═ 7.292 Cum
�� π/4 ( 17.06 ² � 16.60 ² ) * 0.15 ═ 1.823 Cum
�� 27.66 Cum 366.00 /Cum 2354.0 /Cum Rs. 10123 Rs. 65111.64
�� �" "�"#������������ 1:4� �� �� �� �� �� �� �� �� �� �� ��
�� 4 * 3.35 * 0.30 �� ═ 4.020 Sqm 162 /Sqm 548 /Sqm Rs. 651 Rs. 2203
$� �����%��% & ��"#�������%'���������� �� �� �� �� �� �� � � �� � �� � �� � ��
�� π/4 ( 4.26 ) ² �� _ .45*.45 �� �� ═ 14.051 Sqm 370.00 /Sqm 1191 /Sqm Rs. 5199 Rs. 16734
�� %�����%���� �� ��� ��()����������� mud mortar� �� �� �� �� �� �� �� �� �� �� ��
�� π/4 ( 16.6 ² � 4.26 ² ) * 0.10 20.20 Cum 236.00 /Cum 445 /Cum Rs. 4768 Rs. 8989
*� +"�, ������������*�-��%����� �.�20mm� �� �� �� �� �� �� �� �� �� �� �� ��
�� π/4 ( 3.80 ) ² � � � � � � ═ 11.341 Sqm
�� π * 3.80 * 4.90 � � ═ 58.467 Sqm � � �� � �� � �� � ��
�� π * 4.26 * 0.50 � � � � ═ 6.688 Sqm � � �� � �� � �� � ��
�� �� �� 76.496 Sqm 43 /Sqm 93 /Sqm Rs. 3289 Rs. 7114
/� +"�, ������������*�-��%����� �.���mm � � � �� � � �� � �� � �� � ��
�� π/4 ( 16.6 ² � 4.26 ² ) �� ═ 202.06 Sqm � � �� � �� � �� � ��
�� π * 16.6 * 0.15 � � � �� ═ 7.81 Sqm � � �� � �� � �� � ��
�� π * 17.06 * 0.23 � � � �� ═ 12.32 Sqm � � �� � �� � �� � ��
�� π * 17.06 * 0.60 � � � �� ═ 32.14 Sqm � � �� � �� � �� � ��
�� �� �� �� �� �� 254.33 Sqm 43 /Sqm 74 /Sqm Rs. 10936.19 Rs. 18820.42
0� �����1���2�"��"#������������� �� �� �� �� �� �� �� �� �� �� �� ≈ 500
�� �� �� ���#� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� Rs. 39952.19 Rs. 131457.64
� � � � � � � � � � � � � Add contiingency charges � Rs. 5540
�� �� �� �� �� �� �� �� �� �� �� �� �� ����$������� �������� �������� �������� �������� �� !�,�� �� �!(� 0<@CCC�
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Ist π/4 30.94 30.94 1.5 1127.20
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 1165.93 A������ 82.00 82.00 95606.38 95606.38
2 ……….do……... 1.5m to 3.00m
Ist π/4 30.94 30.94 0.1 75.15
Iist π/4 20.7 20.7 1.00 336.36
IIIst π/4 10.7 10.7 0.40 35.95
���#� 447.46 A������ 93.00 93.00 41613.90 41613.90
3 ……….do……... 3.0m to 4.50m
IIIst π/4 10.7 10.7 0.60 53.92 ��
���#� 53.92 A������ 104.00 104.00 5608.18 5608.18
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�� Ghat 1 10.00 3.70 0.10 3.70 ��
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58
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�� Iind π 20.35 0.35 1.00 22.38 ��
�� IIIrd π 10.35 0.35 1.00 11.38 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
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�� Pt. π 30.35 0.35 0.75 25.03 ��
�� �� ���#� 141.07 A������ 366.00 2354.00 51631.08 332075.33
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�� Bottom π/4 30.00 30.00 706.50 ��
�� Ist π 30.00 1.50 141.37 ��
�� IInd π 20.00 1.00 62.83 ��
�� IIIrd π 10.00 1.00 31.42 ��
�� Pt. π 30.35 1.85 176.39 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
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�� �� �=�������>�����"��-������� �"?������� ��#5�������� �� & �����������������=��"������' ��=�%������"��=�(#"������ �����=������� �� & ������(�5�� ����"��=�����@��������(������"��,>����� ����� %���� �� & ����� @������>��� (!��5���� �� & ������ ����� ������'��������,�����������.�
Ist π/4 45.94 45.94 1.5 2485.09
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 2523.82 A������ 82.00 82.00 206953.60 206953.60
2 ……….do……... 1.5m to 3.00m
Ist π/4 45.94 45.94 0.1 165.67
Iist π/4 30.7 30.7 1.00 739.85
IIIst π/4 15.7 15.7 0.40 77.40
���#� 982.93 A������ 93.00 93.00 91412.07 91412.07
3 ……….do……... 3.0m to 4.50m
IIIst π/4 15.7 15.7 0.60 116.10 ��
���#� 116.10 A������ 104.00 104.00 12074.07 12074.07
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�� Bottom π/4 45.94 45.94 0.10 165.67 ��
�� Ghat 1 10.00 3.70 0.10 3.70 ��
�� Stair 2 3.00 2.44 0.10 1.46 ��
60
�� ���#� 170.84 A������ 322.60 2368.00 55112.00 404541.93
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�� Ist π 45.47 0.47 1.50 100.71 ��
�� Iind π 30.35 0.35 1.00 33.37 ��
�� IIIrd π 15.35 0.35 1.00 16.88 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
�� Pt. 2 10.00 0.35 0.75 5.25 ��
�� Pt. π 45.35 0.35 0.75 37.40 ��
�� �� ���#� 203.15 A������ 366.00 2354.00 74354.51 478225.47
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�� Bottom π/4 45.00 45.00 1589.63 ��
�� Ist π 45.00 1.50 212.06 ��
�� IInd π 30.00 1.00 94.25 ��
�� IIIrd π 15.00 1.00 47.12 ��
�� Pt. π 45.35 1.85 263.57 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
�� " 2 1.50 1.50 4.50 ��
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�� � �� "�� !�6�� ; <#�� 7�� ��"� 7�� ��"�
�� �� �=�������>�����"��-��������"?������� ��#5���������� & ����� �������� ����=� �"� ���� �' ��=� %���� ��"��=� (#"� ����� �����=� ������ �� & �� ���� (�5�� ����"��=� ���� @����� ��� (������"��,>����� �����%������ & �����@������>���(!��5������ & ����������� ������'��������,�����������.�
Ist π/4 60.94 60.94 1.5 4372.86
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 4411.59 A������ 82.00 82.00 361750.58 361750.58
2 ……….do……... 1.5m to 3.00m
Ist π/4 60.94 60.94 0.1 291.52
Iist π/4 40.7 40.7 1.00 1300.34
IIIst π/4 20.7 20.7 0.40 134.55
���#� 1726.41 A������ 93.00 93.00 160556.56 160556.56
3 ……….do……... 3.0m to 4.50m
IIIst π/4 20.7 20.7 0.60 201.82 ��
���#� 201.82 A������ 104.00 104.00 20989.15 20989.15
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�� Bottom π/4 60.94 60.94 0.10 291.52 ��
�� Ghat 1 10.00 3.70 0.10 3.70 ��
62
�� Stair 2 3.00 2.44 0.10 1.46 ��
�� ���#� 296.69 A������ 322.60 2368.00 95711.60 702557.57
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�� Ist π 60.47 0.47 1.50 133.93 ��
�� Iind π 40.35 0.35 1.00 44.37 ��
�� IIIrd π 20.35 0.35 1.00 22.38 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
�� Pt. 2 10.00 0.35 0.75 5.25 ��
�� Pt. π 60.35 0.35 0.75 49.77 ��
�� �� ���#� 265.24 A������ 366.00 2354.00 97077.94 624375.61
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�� Bottom π/4 60.00 60.00 2826.00 ��
�� Ist π 60.00 1.50 282.74 ��
�� IInd π 40.00 1.00 125.66 ��
�� IIIrd π 20.00 1.00 62.83 ��
�� Pt. π 60.35 1.85 350.75 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
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�� "�#�����#������� �"�#�����#������� �"�#�����#������� �"�#�����#������� ����������������������������������������������������������������������������������������������������������������� ���� ���� � � #C%''� "����"����"����"��������
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63
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Considering Length of Road =200 m
Width of Road with berms = 5 m
Average Rainfall = 290 mm
Therefore Runoff = 200 * 5.00 * 0.29 = 290.00 Cum = 2.90 Lakhs litre
therefore there should be a WHS at both side of the Road with minimum 1.45 Lakhs litre Capacity
DETAILED ESTIMATE
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� � � � � � � � ��&����,��4(C0���E#!������� �
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�� � �� "�� !�6�� ; <#�� 7�� ��"� 7�� ��"�
�� �� �=������ �>��� ��"�� -���� ��� �"?� ���� �� ��#5����� ��� �� & �� ��� �������� ����=� �"� �����' ��=� %���� ��"��=� (#"� ���� � �����=� �������� & �� ���� (�5�� ����"��=� ���� @����� ��� (������"��,>����� �����%������ & �����@������>���(!��5���� �� & ����������� ������'��������,�����������.�
�� Nala 1 225 1 0.75 168.75
Ist π/4 9.94 9.94 1.5 116.34
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 323.82 A������ 82.00 82.00 26553.34 26553.34
2 ……….do……... 1.5m to 3.00m
Ist π/4 9.94 9.94 0.1 7.76
Iist π/4 6.7 6.7 1.00 35.24
IIIst π/4 3.7 3.7 0.40 4.30
���#� 47.29 A������ 93.00 93.00 4398.29 4398.29
3 ……….do……... 3.0m to 4.50m
IIIst π/4 3.7 3.7 0.60 6.45 ��
���#� 6.45 A������ 104.00 104.00 670.59 670.59
64
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�� Bottom π/4 9.94 9.94 0.10 7.76 ��
�� Ghat 1 10.00 3.70 0.10 3.70 ��
�� Stair 2 3.00 2.44 0.10 1.46 ��
�� ���#� 12.92 A������ 322.60 2368.00 4168.02 30594.76
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�� Nala 1 225.00 0.91 0.07 14.33 ��
�� Nala 2 225.00 0.23 0.60 62.10 ��
�� Ist π 9.47 0.47 1.50 20.97 ��
�� Iind π 6.35 0.35 1.00 6.98 ��
�� IIIrd π 3.35 0.35 1.00 3.68 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
�� Pt. 2 10.00 0.35 0.75 5.25 ��
�� Pt. π 9.35 0.35 0.75 7.71 ��
�� �� ���#� 130.58 A������ 366.00 2354.00 47792.58 307387.24
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�� Nala 1 225.00 0.45 101.25 ��
�� Nala 2 225.00 0.60 270.00 ��
�� Bottom π/4 9.00 9.00 63.59 ��
�� Ist π 9.00 1.50 42.41 ��
�� IInd π 6.00 1.00 18.85 ��
�� IIIrd π 3.00 1.00 9.42 ��
�� Pt. π 9.35 1.85 54.34 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
65
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
�� " 2 1.50 1.50 4.50 ��
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Considering Length of Road =400 m
Width of Road with berms = 5 m
Average Rainfall = 290 mm
Therefore Runoff = 400 * 5.00 * 0.29 = 580.00 Cum = 5.80 Lakhs litre
therefore there should be a WHS at both side of the Road with minimum 2.90 Lakhs litre Capacity
DETAILED ESTIMATE
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� � � � � � � � ��&����,��<(0<���E#!������� �
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�� � �� "�� !�6�� ; <#�� 7�� ��"� 7�� ��"�
�� �� �=�������>�����"��-������� �"?������� ��#5���������� & �����������������=��"������' ��=�%������"��=�(#"������ �����=��������� & ������(�5������"��=�����@��������(������"�� ,>����� � ���� %���� �� & �� ��� @����� �>���(!�� 5���� �� & �� ���� ��� �� �� ��� �'��� �����,�����������.�
�� Nala 1 425 1 0.75 318.75
Ist π/4 12.94 12.94 1.5 197.16
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 554.64 A������ 82.00 82.00 45480.88 45480.88
2 ……….do……... 1.5m to 3.00m
Ist π/4 12.94 12.94 0.1 13.14
Iist π/4 8.7 8.7 1.00 59.42
IIIst π/4 4.7 4.7 0.40 6.94
���#� 79.50 A������ 93.00 93.00 7393.24 7393.24
3 ……….do……... 3.0m to 4.50m
IIIst π/4 4.7 4.7 0.60 10.40 ��
���#� 10.40 A������ 104.00 104.00 1082.06 1082.06
67
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�� Bottom π/4 12.94 12.94 0.10 13.14 ��
�� Ghat 1 10.00 3.70 0.10 3.70 ��
�� Stair 2 3.00 2.44 0.10 1.46 ��
�� ���#� 18.31 A������ 322.60 2368.00 5906.26 43354.11
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�� Nala 1 425.00 0.91 0.07 27.07 ��
�� Nala 2 425.00 0.23 0.60 117.30 ��
�� Ist π 12.47 0.47 1.50 27.62 ��
�� Iind π 8.35 0.35 1.00 9.18 ��
�� IIIrd π 4.35 0.35 1.00 4.78 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
�� Pt. 2 10.00 0.35 0.75 5.25 ��
�� Pt. π 12.35 0.35 0.75 10.18 ��
�� �� ���#� 210.94 A������ 366.00 2354.00 77203.30 496548.03
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�� Nala 1 425.00 0.45 191.25 ��
�� Nala 2 425.00 0.60 510.00 ��
�� Bottom π/4 12.00 12.00 113.04 ��
�� Ist π 12.00 1.50 56.55 ��
�� IInd π 8.00 1.00 25.13 ��
�� IIIrd π 4.00 1.00 12.57 ��
�� Pt. π 12.35 1.85 71.78 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
68
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
�� " 2 1.50 1.50 4.50 ��
�� ���#� 1075.82 ������ 43.00 93.00 46260.08 100050.86
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���9;�����?;�9 �/��9��$9��;� 9��� ?;�� 4����� ��45��4���45�!<<�7�Considering Length of Road =600 m
Width of Road with berms = 5 m
Average Rainfall = 290 mm
Therefore Runoff = 600 * 5.00 * 0.29 = 870.00 Cum = 8.70 Lakhs litre
therefore there should be a WHS at both side of the Road with minimum 4.35 Lakhs litre Capacity
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�� �� �=�������>�����"��-������� �"?������� ��#5���������� & �����������������=��"������' ��=�%������"��=�(#"������ �����=��������� & ������(�5������"��=�����@��������(������"�� ,>����� � ���� %���� �� & �� ��� @����� �>���(!�� 5���� �� & �� ���� ��� �� �� ��� �'��� �����,�����������.�
�� Nala 1 625 1 0.75 468.75
69
Ist π/4 15.94 15.94 1.5 299.18
Ghat 0.5 10 3.7 1.5 27.75
Stair 1 3 2.44 1.5 10.98
���#� 806.66 A������ 82.00 82.00 66146.40 66146.40
2 ……….do……... 1.5m to 3.00m
Ist π/4 15.94 15.94 0.1 19.95
Iist π/4 10.7 10.7 1.00 89.87
IIIst π/4 5.7 5.7 0.40 10.20
���#� 120.02 A������ 93.00 93.00 11162.05 11162.05
3 ……….do……... 3.0m to 4.50m
IIIst π/4 5.7 5.7 0.60 15.30 ��
���#� 15.30 A������ 104.00 104.00 1591.49 1591.49
$� ���� � ��B� � ����� =� �(2��� �>��� *�#C��%D>������ ��� ������� ������ ��%���� �� �� �����"��.�
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�� Bottom π/4 15.94 15.94 0.10 19.95 ��
�� Ghat 1 10.00 3.70 0.10 3.70 ��
�� Stair 2 3.00 2.44 0.10 1.46 ��
�� ���#� 25.11 A������ 322.60 2368.00 8100.34 59459.44
�� %>���7������� ���������� �(2�����*����-��%������"���� ��!��������(#"�����E���(F��������>��������������%'���������.��
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�� Nala 1 625.00 0.91 0.07 39.81 ��
�� Nala 2 625.00 0.23 0.60 172.50 ��
�� Ist π 15.47 0.47 1.50 34.26 ��
�� Iind π 10.35 0.35 1.00 11.38 ��
�� IIIrd π 5.35 0.35 1.00 5.88 ��
�� Ghat 1 10.00 0.35 1.50 5.25 ��
�� Stair 2 3.00 0.47 1.50 4.23 ��
�� " 1 1.50 0.30 0.15 0.07 ��
�� Pt. 2 10.00 0.35 0.75 5.25 ��
�� Pt. π 15.35 0.35 0.75 12.66 ��
�� �� ���#� 291.30 A������ 366.00 2354.00 106614.03 685708.82
70
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�� Nala 1 625.00 0.45 281.25 ��
�� Nala 2 625.00 0.60 750.00 ��
�� Bottom π/4 15.00 15.00 176.63 ��
�� Ist π 15.00 1.50 70.69 ��
�� IInd π 10.00 1.00 31.42 ��
�� IIIrd π 5.00 1.00 15.71 ��
�� Pt. π 15.35 1.85 89.21 ��
�� Ghat 1 10.00 3.00 30.00 ��
�� " 1 10.00 1.50 15.00 ��
�� Pt. 2 10.00 1.85 37.00 ��
�� Stair 2 3.00 1.50 9.00 ��
�� " 2 1.50 1.50 4.50 ��
�� ���#� 1510.40 ������ 43.00 93.00 64947.14 140467.07
/� G�� ��#�G���������"���������������� �� 500.00
�� �� �� �� �� �� �� �� ���#� 258561.46 965035.28
�� �� � � � � Add 3% Contingencies charges 28951.06
�� �� � � � � ����$������� 993986.34
�� 6���4�'�������� � �
�� "�#��7������� �"�#��7������� �"�#��7������� �"�#��7������� ����������������������������������������������������������������������������������������������������������������������������� ���� ���� � � "%#D� "����"����"����"��������
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�� ��"����#���"����#���"����#���"����#����� ���� ���� ���� ���� ���� ���� � � #&%''� "����"����"����"��������
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A. Total Dairy farmers 70
No. of Cattle to be catered by one fodder bank. No. of adult animals No. of calves 100 50
Total 150
Fodder requirement per day (10kg dry fodder for adult and 4kg for calf) 1000 kg( per Day )+500 kg( per Day )= 1500 Kg
Fodder requirement for 180 days. 2700 quintal
Fodder come from community land 15 hec *150=2250 quintal
Cost of cultivation for fodder production (See table no. B) 72,500 Rs
Remaining requirement for 120 days 2700-2250=450 quintal
Total Cost
Avg. procurement rate in harvesting season, Rs.600 per Qt. 600*450= Rs.2,70,000/-
including transportation
Net Cost of Fodder Production 3,42,500
(cost of cultivation + Cost of procurement)
B. Area development for fodder bank Land required Approx.
3000 m2
(preferably land will be allotted by Gram Panchayat @ Rs 7200
Rs.600 per month)
C. Total Cost for Fodder bank (1year) Rs. 3,49,700/-
(A+B)
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1. Cost for tillage 4.5 hour*15 hec*400 Rs=27000 Rs
2. Cost for seed 12 kg seed *15 hec *100=18000 Rs
3. Cost for fertilizer 10,000 Rs
4. Cost for irrigation 10,000 Rs
5. Depreciation cost of C1. (5%) 7500 Rs
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72
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A Total Cost for Fodder bank (1year) (A+B+D) Rs. 3,49,700/- B C1.Fencing + Weighing machine + Small shed + Other tools. Rs.1,50,000 C Required labour for fodder bank management (2 person @2000 per month for each) Rs.48,000 D Total initial cost Rs.5,47,700
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1 Cost of fodder Per Kg = 3,49,700/270000 1.30 Rs./Kg 2 Selling Price of Fodder Rs 2 /Kg 3 Net selling Price Rs. 5,40,000 4 Net Profit Rs 1,90,300
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��9 7�9;�54����?;�7 $47>4�9��� 9��
��� Requirement of nitrogen for 1 hectare sorghum fodder production=90 kg.
��� 1.6% N available in vermin compost .
��� 90 kg N fulfill by the use of 90/1.6*100= 5625 kg vermicompost (5.5 ton).
��� Need of vermicompost to fulfill the requirement of nitrogen for 15 hectare 5.5*15 =82.5 (80 ton).
��� 45 kg phosphorus required for 1 hectare sorghum fodder production.
��� Requirement of phosphorus for 15 hectare fodder production 15*45=675 kg.
��� Supply of phosphorus through vermin compost 0.7/100*80000=560 kg.
��� Remaining requirement of phosphorus 675-560=115 kg.
��� Remaining dose of phosphorus will be supplied by rock phosphate.
One compost cycle need 45 days so we need 8 cycle for 80 ton vermin compost production.
73
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���9 $�)���� E���9 98� ��9;����%���
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1 Wooden ballies (3 m long) 20 50 1000
2 Wooden (4 m long) 25 60 1500
3 Shade mats for covering the roof 125 25 3125
4 Binding wire for tying wooden ballies & mats 20 Kg 50 1000
5 5 Labour charges for erection of sheds 20 100 2000
6 Shovels, spades, crowbars, iron baskets, 2500
7 Weighing scale (100 kg capacity) 1 2000 2000
8 Cow dung 10 ton 800 8000
9 Worms @ 3 kg per ton 30 Kg 80 2400
10 Formation of vermin bed with agro-waste, cow dung and worms 20 bed 250 5000
11 Miscellaneous
Total cost 28,525
�4�9�54��'�$8$);�� 2,28,200
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+;�;5 9��
1. Sale of vermin compost of 80 tones @ Rs.3500/- per ton 80*3500=2,80,000 Rs
2. Sale of worms @ 5 kg per ton of compost and Rs. 50 per kg 400*50=20,000 Rs
Total 3,00,000 Rs/-
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�������� 3 1.96 1.60 0.23 2.16 �� �� �� �� ��
�������� 2 3.46 2.60 0.23 4.14 �� �� �� �� ��
�������� 2 2.46 2.60 0.23 2.94 �� �� �� �� ��
�������� �� �� �� �� �&�� 13.93 :�� ��� 399.00 2831.00 5559.06 39442.85
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�������� 2 1.50 0.50 1.50 �� �� �� �� ��
�������� �� � � � �&�� 58.50 ������ 46.00 101.00 2691.00 5908.50
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�������� 2 1.50 1.50 4.50 �� �� �� �� ��
�������� �� � � � �&�� 10.50 ������ 99.00 293.00 1039.50 3076.50
2222���� ����������� ���������������������� �� �� �� �� �� ��
�������� 2 3.00 6.00 �� �� �� �� ��
�������� 2 1.50 1.50 4.50 �� �� �� �� ��
�������� �� � � � �&�� 10.50 ������ 265.00 1022.00 2782.50 10731.00
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�������� 61 61.00 ���� �� �� �� ��
�������� 0.00 �� �� �� �� ��
�������� �� � � � �&�� 61.00 ����� 0.00 998.00 0.00 60878.00
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�������� 1.5 1.00 0.30 0.45 :�� ��� �� �� �� ��
�������� �� � � � �&�� 61.00 :�� ��� 0.00 743.00 0.00 45323.00
BBBB���� Blast & gravel �� �� �� �� ��
�������� 1.5 1.50 0.60 1.35 :�� ��� �� �� �� ��
�������� 2 3.00 0.60 3.60 :�� ��� �� �� �� ��
�������� �� � � � �&�� 4.95 :�� ��� 0.00 728.00 0.00 3603.60
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�������� �� �� �� �� �� �� �� �� �&�� 10480.10 171693.49
�������� �� � � � � Add 3% Contingencies charges � 5150.80
�������� �� � � � � Grand Total � � � 176844.29
�������� �����, � (� &#�������������������������������� � � � � 0.10 ��/���
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�� �&�� 2025.00 :�� ��� 82.00 82.00 166050.00 166050.00
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�� 1 30 45 1 1350.00 �� �� �� �� ��
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�� �&�� 1417.50 :�� ��� 93.00 93.00 131827.50 131827.50
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A. Total Dairy farmers D<� ��
No. of Cattle to be catered by one fodder bank. No. of adult animals No. of calves #<<� "<�
Total #"<�
Fodder requirement per day (10kg dry fodder for adu lt and 4kg for calf) 1000 kg( per Day )+500 kg( per Day )= 1500
Kg
Fodder requirement for 180 days. 2700 quintal
Fodder come from community land 15 hec *150=2250 quintal
Cost of cultivation for fodder production (See tabl e no. B) 72,500 Rs
Remaining requirement for 120 days 2700-2250=450 quintal
Total Cost �� ��
Avg. procurement rate in harvesting season, Rs.600 per Qt. 600*450= Rs.2,70,000/-
including transportation �� ��
Net Cost of Fodder Production 3,42,500
(cost of cultivation + Cost of procurement) �� ��
+%� Area development for fodder bank Land required Approx. �� ��
3000 m2 �� ��
(preferably land will be allotted by Gram Panchayat @ Rs 7200
Rs.600 per month) �� ��
�%� Total Cost for Fodder bank (1year) Rs. 3,49,700/-
(A+B) �� ��
84
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Table 4 B Cost of cultivation for fodder production�
Cost Detail � Unit cost�
1. Cost for tillage 4.5 hour*15 hec*400 Rs=27000 Rs
2. Cost for seed 12 kg seed *15 hec *100=18000 Rs
3. Cost for fertilizer 10,000 Rs
4. Cost for irrigation 10,000 Rs
5. Depreciation cost of C1. (5%) 7500 Rs
Total cost for 15 hec � Rs. 72,500�
�
Table No. 4 C Initial investment for fodder bank� �
�� Total Cost for Fodder bank (1year) (A+B+D) Rs. 3,49,700/- +� C1.Fencing + Weighing machine + Small shed + Other tools. Rs.1,50,000 �� Required labour for fodder bank management (2 person @2000 per month for
each)
Rs.48,000
� Total initial cost Rs.5,47,700
�
Table No. 4 D Revenue and return Details.�
S. No �
Return Details � Cost (in Rs.)�
#� Cost of fodder Per Kg = 3,49,700/270000
�� 1.30 Rs./Kg :� Selling Price of Fodder Rs 2 /Kg C� Net selling Price Rs. 5,40,000
(� Net Profit Rs 1,90,300
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85
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��� Requirement of nitrogen for 1 hectare sorghum fodder production=90 kg.
��� 1.6% N available in vermin compost .
��� 90 kg N fulfill by the use of 90/1.6*100= 5625 kg vermicompost (5.5 ton).
��� Need of vermicompost to fulfill the requirement of nitrogen for 15 hectare 5.5*15 =82.5 (80 ton).
��� 45 kg phosphorus required for 1 hectare sorghum fodder production.
��� Requirement of phosphorus for 15 hectare fodder production 15*45=675 kg.
��� Supply of phosphorus through vermin compost 0.7/100*80000=560 kg.
��� Remaining requirement of phosphorus 675-560=115 kg.
��� Remaining dose of phosphorus will be supplied by rock phosphate.
One compost cycle need 45 days so we need 8 cycle for 80 ton vermin compost production.
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1 Wooden ballies (3 m long) 20 50 1000
2 Wooden (4 m long) 25 60 1500
3 Shade mats for covering the roof 125 25 3125
4 Binding wire for tying wooden ballies & mats 20 Kg 50 1000
5 5 Labour charges for erection of sheds 20 100 2000
6 Shovels, spades, crowbars, iron baskets, 2500
7 Weighing scale (100 kg capacity) 1 2000 2000
8 Cow dung 10 ton 800 8000
9 Worms @ 3 kg per ton 30 Kg 80 2400
10 Formation of vermin bed with agro-waste, cow dung and worms 20 bed 250 5000
11 Miscellaneous
Total cost 28,525
�4�9�54��'�$8$);�� 2,28,200
86
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1. Sale of vermin compost of 80 tones @ Rs.3500/- per ton 80*3500=2,80,000 Rs
2. Sale of worms @ 5 kg per ton of compost and Rs. 50 per kg 400*50=20,000 Rs
Total 3,00,000 Rs/-
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Activity Wise Total Abstract of Cost
��������������� �������������������������������� �������������������������������� �������������������������������� �������������������������� �������������� �������������� �������������� ���������
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Chapter V Proposed Development Plan for Abasar, Randhisar
Project IWMP XXIII/2011-12 cost 984.15 Lacs �%�
�4%�
Activities Unit Total
Unit Cost
Phy. Fin.
#� Admn. H� H� H� &'%(#�
:� Monitoring H� H� H� &%'(�
C� Evaluation H� H� H� &%'(�
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�� ��4��;�?�9 4��7;����;��54������);�)����
#� Tanka/Farm Pond (20000 litre Capacity) No. 1.00 474 474.00
:� Vegetative barrier Ha 0.035 477 16.71
C� shelter belt Km. 1.06 2 2.12
C� Water Harvesting Structure No.
�� ��4��;�?�9 4��7;����;��54���4������);�)����
#� Tanka (50000 litre Capacity) No. 1.50 25 37.50
:� Pacca Johar (Water Harvesting Structure) (15.92 lakhs litre Capacity)
No.
C� Pacca Johar (Water Harvesting Structure) (40 lakhs litre Capacity) No.
(� Recharge Bore Well (120m depth) No. 6.93 3 20.79
"� others
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#� Horticulture plantation
Ha 0 .24 100 :(%<<�
3 :� Agro4Forestry plantation No. .0003 10000
C� Crop Demostration No. 0.01 1000 10.00
(� Medicinal Plantation Ha. 0.01 130 �
1.30
"� Vegetable Plantation� Ha. 0.06 110 6.60
�� ��4��$9 4��7;����;��54���4������);�)���
#� Afforestation & Pasture Development� ha 1.56 28 43.68
� ) ?;�94*;��$9 ? 9 ;��� No. 9.84
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98.41
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� SHG No 0.25 215 "C%D"�
� Indivisual No 0.25 35 8.75
� SHG fEDERATION nO 2.0 13 26.00
� TOTAL D 88.57
� � � �� �49�)���1��� �� #'!%&'�
�� �����4��4) ��9 4������;� �� _ _ 29.52
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100
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Project Outcomes
The watershed development works are implemented based on Agro�climatologically characteristics. However it will differ watershed to watershed but the
following criteria and performance standards are spell out to evaluate the success of participatory watershed management.
� The level of understanding among farmers will increase towards the environmental degradation.
� The moisture retention will increase in the fields resulted in enhancement of agriculture production by 15 %
� Watershed farmers will get drinking water through out the year through rain water storage tanks
� Due to harvest of rain water in the storage pucca tankas the cultivation of horticulture plants and the plants which has medicinal value will be protected thereby
survival of plants be increased by 40%
� The ground water column will increase to the extent of 1.2�1.5 m.
� Straightening and empowering of local community so as to manage the assets created after completion of the project
� Due to moisture retention in the fields the cultivable area will increase by 10 % and irrigated area by 15 %
� On the completion of project, about 2 % number of wells will increase.
� Farmers of the watershed will come forward for the replacement of seed rate by 15 % in every year
� The fodder production will increase by 10 to 15 %
� The employment opportunities at the village will increase resulted in reduction of migration significantly by 30 % and will generate 22000 to 25000 man
days based on last years experiences in the clusters executed so far in every cluster in each year.
� Number of sustainable SHG and UG will be 2 to 4 per cluster
� The project will improve the breed of the livestock and animal health. With the result, more production of the milk, meet and access its marketing with ease.
Rearing of animals i.e. rearing of goat and sheep will also improve their livelihood and ultimately human development.
� The village community themselves will be able to prepare farmers led program and to implement the various developmental activities in their villages per their
need including the fund management and in assessing the problem mare accurately in a participatory and sustainable manner.
� The project will provide the guideline for policy makers and implementing agencies especially in the fields of animal husbandry activities in the district areas and
other similar conditions.
� The livestock owner will be able to increase the average yield of milk per day from 2.3 liter/day to 3 to 4 liters per day. The lactation period will be optimized in
order to increase the milk production.
� By introduction of crossed breeding the production of meat and wool will increase by 40 to 50% i.e. meat from 2.36 to 3.5 tones and wool by 728 tones to 1300
tones.
� Per capita income of the watershed farmer will increase from Rs. 11113 to Rs. 15000 on completion of the project i.e. 30 to 40 %
PROJECT : Churu 23/IWMP BLOCK Churu DIST. Churu
2011-12 2012-13 2013-14 2014-15 2015-16
1 Watershed
development works
1.1 LAND DEVLOPMENT
(PRODUCTVE USE)1.1.1 AFFORESTATION WASTLAND 0 ha 0 0 0 0 0
1.1.2 AFFORESTION (ON TOTAL LAND
INCULDING WASTLAND)8 ha 1 2 3 2 0
1.1.3 HORTICULTURE (ON WASTLAND) 0 ha 0 0 0 0 0
1.1.4 HORTICULTURE (ON TOTAL LAND
INCULDING WASTLAND)100 ha 10 40 30 20 0
1.1.5 AGRICULTURE (ON WASTLAND) 0 ha 0 0 0 0 0
1.1.6 AGRICULTURE (ON TOTAL LAND
INCULDING WASTLAND)30 ha 2 10 12 6 0
1.1.7 PASTURE (ON WEST LAND) 0 ha 0 0 0 0 0
1.1.8 PASTURE TOTAL LAND INCULDING
WASTLAND)30 ha 2 10 12 6 0
1.1.9 OTHER (ON WASTLAND) 2 nos 1 1 0 0 0
1.1.10 OTHERS (ON TOTAL LAND
INCULDING WASTLAND)0 ha 0 0 0 0 0
1.2 SOIL & MOISTURE
CONSERVATION 1.2.1 STAGGERED TRENCHING 0 ha 0 0 0 0 0
1.2.2 COUNTOUR TRENCHING 0 ha 0 0 0 0 0
1.2.3 GRADED BUNDING 0 ha 0 0 0 0 0
1.2.4 BENCH TERRACHING 0 ha 0 0 0 0 0
1.2.5 OTHERS 0 ha 0 0 0 0 0
1.3 VEGETATIVE AND
ENGINEERING STRUCTURE '1.3.1 EARTHAN CHECKS 0 cubic meter 0 0 0 0 0
1.3.2 BRUSHYOOD CHECKS 0 rmt 0 0 0 0 0
1.3.3 Gully plugs 0 cubic meter 0 0 0 0 0
1.3.4 Loose bolser 0 cubic meter 0 0 0 0 0
1.3.5 Gabion structure 0 cubic meter 0 0 0 0 0
1.3.6 Others 477 nos 77 100 200 100 0
1.4 Water havesting
Structure (New created)1.4.1 Farm ponds 474 nos 74 100 100 100 100
1.4.2 Check dams 0 nos 0 0 0 0 0
1.4.3 Nalleh Bunds 0 nos 0 0 0 0 0
1.4.4 Percolation tanks 0 nos 0 0 0 0 0
1.4.5 Ground water recharge structure 3 nos 1 1 1 0 0
1.4.6 Others 0 nos 0 0 0 0 0
1.5 water havesting
Structure (Renovated)1.5.1 Farm ponds 0 nos 0 0 0 0 0
1.5.2 Check dams 0 nos 0 0 0 0 0
1.5.3 Nallah Bunds 0 nos 0 0 0 0 0
1.5.4 Percolation tanks 0 nos 0 0 0 0 0
1.5.5 Ground water recharge structure 0 nos 0 0 0 0 0
1.5.6 Others 0 nos 0 0 0 0 0
1.6 Water harvesting
structure (storage capacity
of new structure)
1.6.1 Farm ponds 45 nos 25 10 10 0 0
1.6.2 Check dams 0 nos 0 0 0 0 0
1.6.3 Nallah Bunds 0 nos 0 0 0 0 0
1.6.4 Percolation tanks 0 nos 0 0 0 0 0
1.6.5 Ground water recharge structure 0 nos 0 0 0 0 0
1.6.6 Others 0 nos 0 0 0 0 0
1.7 Water harvesting
structure (storage capacity
of Renovated structure)
1.7.1 Farm ponds 0 cubic meter 0 0 0 0 0
1.7.2 Check dams 0 cubic meter 0 0 0 0 0
1.7.3 Nallah Bunds 0 cubic meter 0 0 0 0 0
1.7.4 Percolation tanks 0 cubic meter 0 0 0 0 0
1.7.5 Ground water recharge structure 0 cubic meter 0 0 0 0 0
1.7.6 Others 0 cubic meter 0 0 0 0 0
PHYSICAL TARGET WATERSHED WORDERS
NAME OF HEAD
FINANCIAL YEAR WISE PHYSICAL TARGET
NAME OF SUBACTIVITY
TOTAL OF
TARGET
(QUANTITY)
UNIT(HA/NOS/R
MT/CUBIC
METER)
NAME OF ACTIVITY
2 EPA 2.1 No of EPA activites 10 nos 10 0 0 0 0
2.2 No of water extracting
unit created 0 nos 0 0 0 0 0
3 Institution & Capacity
Building
3.1SHG Formation(newly
created)3.1.1 No of SHG 215 nos 15 50 70 70 10
3.1.2 Total No. of SHGs members 1075 nos 75 250 350 350 50
3.2.1 No. of SHG assisted 0 nos 0 0 0 0 0
3.2.2 Total No. of SHGs members 0 nos 0 0 0 0 0
3.3 UG Formation 3.3.1 No. of UG 0 nos 0 0 0 0 0
3.3.2 Total No of members of Ugs 0 nos 0 0 0 0 0
3.4 Formation of federation 3.4.1 No of federation 13 nos 2 5 6 0 0
3.4.2 Total No of members of federation 325 nos 50 125 150 0 0
3.5 Capacity building 3.5.1 No of training 492 nos 92 100 100 100 100
3.5.2 No of Persons trained 4920 nos 920 1000 1000 1000 1000
4 livelihood activities for
the assel-less persons4.1 No of activities 263 nos 63 50 50 50 50
4.2 No of Beneficiaries 2630 nos 630 500 500 500 500
5 Production
systemµ-
enterprises
5.1 Sericulture 5.1.1 No of activities 0 nos 0 0 0 0 0
5.1.2 No of Beneficianes 0 nos 0 0 0 0 0
5.2 Beekeeping 5.2.1 No of activities 0 nos 0 0 0 0 0
5.2.2 No of Beneficianes 0 nos 0 0 0 0 0
5.3 Poultry 5.3.1 No of activities 0 nos 0 0 0 0 0
5.3.2 No of Beneficianes 0 nos 0 0 0 0 0
5.4 fishenes 5.4.1 No of activities 0 nos 0 0 0 0 0
5.4.2 No of Beneficianes 0 nos 0 0 0 0 0
5.5 Bio-fuelPlatation 5.5.1 No Area covored 0 nos 0 0 0 0 0
5.2.2 No of Beneficianes 0 nos 0 0 0 0 0
5.6 Others 5.6.1 No of activities 1240 nos 240 200 200 400 200
5.6.2 No of Beneficianes 1240 nos 240 200 200 400 200
PROJECT : Churu 23/IWMP BLOCK Churu DIST. Churu
2011-12 2012-13 2013-14 2014-15 2015-16
1 Watershed development
works
1.1 LAND DEVLOPMENT
(PRODUCTVE USE)1.1.1 AFFORESTATION 12.48 1.56 3.12 4.68 3.12 0.00
1.1.2 Horticulture 24.00 2.40 9.60 7.20 4.80 0.00
1.1.3 Agriculture 3.00 0.60 1.20 1.20 0.00 0.00
1.1.4 Pasture 46.80 3.12 15.60 18.72 9.36 0.00
1.1.5 Others 2.12 1.06 1.06 0.00 0.00 0.00
1.2.1 Staggered trenching 0.00 0.00 0.00 0.00 0.00 0.00
1.2 SOIL & MOISTURE
CONSERVATION 1.2.1 STAGGERED TRENCHING 0.00 0.00 0.00 0.00 0.00 0.00
1.2.2 Countour Bunding 0.00 0.00 0.00 0.00 0.00 0.00
1.2.3 GRADED BUNDING 0.00 0.00 0.00 0.00 0.00 0.00
1.2.4 BENCH TERRACHING 0.00 0.00 0.00 0.00 0.00 0.00
1.2.5 OTHERS 0.00 0.00 0.00 0.00 0.00 0.00
1.3 VEGETATIVE AND
ENGINEERING STRUCTURE '1.3.1 EARTHAN CHECKS 0.00 0.00 0.00 0.00 0.00 0.00
1.3.2 BRUSHYOOD CHECKS 0.00 0.00 0.00 0.00 0.00 0.00
1.3.3 Gully plugs 0.00 0.00 0.00 0.00 0.00 0.00
1.3.4 Loose bolser 0.00 0.00 0.00 0.00 0.00 0.00
1.3.5 Gabion structure 0.00 0.00 0.00 0.00 0.00 0.00
1.3.6 Others 16.71 2.00 4.00 4.00 4.00 2.71
1.4 Water havesting Structure
(New created)1.4.1 Farm ponds 474 74 100 100 100 100
1.4.2 Check dams 0.00 0.00 0.00 0.00 0.00 0.00
1.4.3 Nalleh Bunds 0.00 0.00 0.00 0.00 0.00 0.00
1.4.4 Percolation tanks 0.00 0.00 0.00 0.00 0.00 0.00
1.4.5 Ground water recharge structure 20.16 6.93 6.93 6.30 0.00 0.00
1.4.6 Others 37.50 7.50 15.00 15.00 0.00 0.00
1.5 water havesting Structure
(Renovated)1.5.1 Farm ponds 5000 LIT 0.00 0.00 0.00 0.00 0.00 0.00
1.5.2 Check dams 0.00 0.00 0.00 0.00 0.00 0.00
1.5.3 Nallah Bunds 0.00 0.00 0.00 0.00 0.00 0.00
1.5.4 Percolation tanks 0.00 0.00 0.00 0.00 0.00 0.00
1.5.5 Ground water recharge structure 0.00 0.00 0.00 0.00 0.00 0.00
1.5.6 Others 0.00 0.00 0.00 0.00 0.00 0.00
2 Administriative Cost 2.1 Salary 68.85 13.77 13.77 13.77 13.77 13.77
2.2 Others 29.50 5.90 5.90 5.90 5.90 5.90
3 Monitoring 3.1 Monitoring of Projects 9.80 1.96 1.96 1.96 1.96 1.96
4 Entry point Activity 4.1 Plan of EPA 39.36 39.36 0.00 0.00 0.00 0.00
5 instituion & Capacity
Building 5.1 SHG Formation 53.75 3.75 12.50 17.50 17.50 2.50
5.2 UG Formation 0.00 0.00 0.00 0.00 0.00 0.00
5.3 Formation of federation 26.00 4.00 10.00 12.00 0.00 0.00
5.4 Capacity building 49.20 9.84 9.84 9.84 9.84 9.84
5.5 others 0.00 0.00 0.00 0.00 0.00 0.00
6 DPR 6.1 Preparation of DPR 9.84 7.00 2.84 0.00 0.00 0.00
7 Livelihood activites for the
asset-less persons7.1 Plan of Livelihood activities 88.55 17.71 17.71 17.71 17.71 17.71
8 Production system µ
enterprises 8.1 Sericulture 0.00 0.00 0.00 0.00 0.00 0.00
8.2 Beekeeping 0.00 0.00 0.00 0.00 0.00 0.00
8.3 Poultry 0.00 0.00 0.00 0.00 0.00 0.00
8.4 Fisheries 0.00 0.00 0.00 0.00 0.00 0.00
8.5 Bio-fuel Plantation 0.00 0.00 0.00 0.00 0.00 0.00
8.6 others 98.40 19.68 19.68 19.68 19.68 19.68
FINANCIAL TARGET WATERSHED WORDERS
NAME OF HEAD NAME OF ACTIVITY NAME OF SUBACTIVITY
TOTAL OF
TARGET
(QUANTITY)
FINANCIAL YEAR WISE PHYSICAL TARGET
Format-3
To be entered at PIA LEVEL Financial target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16
1 Administrative 13.77 13.77 13.77 13.77 13.77
2 Capacity building 7.18 7.18 7.18 7.18 7.18
3 Monitoring 1.18 1.18 1.18 1.18 1.18
4 Preparation of DPR 7 2.84 0 0 0
5 EPA 39.36 0 0 0 0
6 Any others 0 0 0 0 0
Format-4
To be entered at WCDC LEVEL Financial target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16
1 Administrative 0 0 0 0 0
2 Capacity building 2.55 2.55 2.55 2.55 2.55
3 Monitoring 0.39 0.39 0.39 0.39 0.39
4 Preparation of DPR 0 0 0 0 0
5 Any others 0 0 0 0 0
FINANCIAL PIA
No. Head
Amount (Rs. In lakh)
Financial year
FINANCIAL PIA
Financial year
Amount (Rs. In lakh)
Head No.
Format-5
Name of Project: Block: District:
2011-12 2012-13 2013-14 2014-15 2015-16
1 No. of training planned 72 72 72 72 72
2 No. of persons to be trained 720 720 720 720 720
Format-6
Name of Project: Block: District:
2011-12 2012-13 2013-14 2014-15 2015-16
1 No. of training planned 26 26 26 26 26
2 No. of persons to be trained 260 260 260 260 260
Capacity building Plan (WCDC)
No. Head Financial year
Capacity building Plan (PIA level)
No. Head Financial year
Abasar
Randhisar
Khaliya
Bothiyawas
5
141
3
6
536/319
20
1
29
3
83
71
93
7
71
135
9
47
29
56
74
172
293
5
91
1
99
324
31
53
26
167
28
77
149
308
57
2
428
4
28
98
23
86
124
184
158
61
5
14 433
183
4
41
254
196
194
75
89
309
80
63
76
127
9
196
65
17
27
4
391
73
28
83
54
33
12
50
499
104
82
331
62
21
341
49
20
22
436
296
167
343
307
16
75
36
423
3
29
426
134
16
21
380
33
512
18
200
47
2
34
326
1
53
68
117
68
10
273
15
79
36
278
91
48
435
38
283
463
86
154
96
119
60
48
95
96
50
97
51
155
93
77
246
51
15
473
507
412
391
451
474
24
375
84
3
15
64
271
212
128
323
85
242
47
510
480
27
17
299
190
9
210
32
11
65
437
55
113
7
188
159
434
39
478
446
27
26
488
411
189
39
32
59
289
467
441
429
19
45
52
3
253
449
14
177
164
77
223
165
43
465
1
167
92
43
93
481
250
337
235
457
558/413
29
54
171
25
74
274
409
233
38
264
476
21
367
195
43
275
512
238
255
325
314
8
191
440
271
158
485
106
195
175
192
76
4
195
8
406
87
246
201
355
486
56
59
339
295
11
176
12
108
23
185
513
336
27
336
51
154
90
210
8
284
21
21
50
70
390
304
76
10
159
15
242
98
131
215
178
248
171
112
156
490
7
414
251
26
165
4
427
302
107
144
390
119
440
189
194
466
122
216
274
192
193
35
340
477
354
193
97
28
18
359
405
7
242
329
459
523
151
18
36
176
404
506
50
149
55
623/249
188
168
38
203
96
19
6
415
225
19
49
308
356
153
95
167
44
71
269
16
34
19
156
238
288
232
332
295
360
157
110
509
62
20
67
276
150
142
202
62
201
128
13
20
200
377
60
68
22
115
334
534/184
6
199
61
233
182
179
46
81
190
60
383
464
48
361
300
35
93
211
248
214
106
11
107
129
15
69
14
231
49
327
425
101
411
261
160
360
93
30
41
165
55
19
40
124
103
456
177
137
183
64
107
91
103
148
34
66
601
13
111
69
58
52
130
458
160
18
91
163
354
53
410
23
24
27
637
455
121
187
10
184
5
96
113
189
140
462
392
190
199
78
32
74
70
61
79
133
181
11
53
246
511
262
90
437
127
358
502
54
199
432
148
24
188
278
129
190
501
294
705/226
36
70
12
60/283
86
97
493
31
20
333
149
185
48
375
41
30
179
312157
123
487
42
243
209
22
136
419
374
87
247
44
132
212
137
312
34
252
187
333
180
749/296
89
348
35
181
213
277
250
39
101
76
234
25
200
247
500
423
275
94
35153
16
409
21
503
384
72
178
69
371/139
147
74
144
119
211
387
82
69
107
32
66
101
42
151
108103
467
138
646/175
191
206
422
186
62
284
350
195
659/454
72
174
645/175
38
33
3
70
516
332
82
79
338
197
467
230
145/40
179
155
381
342
208
310
134
112
13
161
192
187
151
63
259
164
763/469
90
84/267
126
47
193
23
311
211/204
10/232
293/89
14
494
107
162
150/36
266
180
43
141
121
361
175
6
164
157
58
489
234
146/40
881/38
177
424
341
402
175
192
223
237
647/175
6652/183
143
45
231/94
305
113
111
286
120
33
51
147
25
176
504
378
138
177
495
111
71
453
269
244
42
119
2
317
50
303
157/9
338
379
194
260
73
63
199
144
604/252
44
517/518
171
431
345
204/271
134
58
112
214
73
189
57
116
407
27
150
74
306/97
136
139
159
176
186
14
861/16
60
198
457
116
298
128
335
147
656/347
185
117
145
155/92
456
170
404
445
166
374/280
218
108
85
64
272
256
186
97
182
361/216
65/286
472
31
217
178
191
110
377
100
102
279
253
109
491
163
117
215
187
339
304/255
420
72
108
78
267
385
282
568/276
430
342
328
169
45
34
364
131/46
144
245
182/274
173/26
560/127
100
1
397
54
428
199
114
156
497
492
59
114
25
372
138
193
153/22
360/216
491
22
205
188
721/376
158/9
373
115
128
654/293
159/9
133
307/97
322
155
7
505
150
255
290
268
288/209
321
468
71
293/98
160
132
257
120
877/180
480
295/142
328/241
316
130/46
106/269
493
131
133
446
35
51
30
172/26
9
197
148
306
238
73
294
141
300
140
18
720/150
379/184
136
24
84/266
552/46
104
126
135/47
85
86
41
280
423
128
120
105
134/47
148
661/439
108
40
81
540/221
135
185
456
28
232/105
84
248/112
162
126
363
60
56
233
159
122
106
143
109
170
453
549/46
113
203
122
75
50
2
436
496
240
70/278
633/438
147
357/185
198/141
70
327/241
302/43
439
39
54
190
153
362
340
77
73
127
137
92
887/227
7
299
162
22
351
29
129
191
48
670/518
146
102
816/30
52
372/139
447
386
298
105
566/173
179
554/75
35
46
219
281
260
81
76
550/46
289
210
280
812/30
146
113
236/106
669/328
626/244
129
13881
891/394
65
175
297
29
642/33
216/57
855/556
236
168
8
555/75
669/519
550/335
291
879/180
479
125
152
52
353
375/141
152/36
200
529/467
261
136/15
101
169
87
484
854/17
165/22
91143
87
300/257
220
257
508/246
80
112
315
764/102
390/294
235
191
204/497
318/49
76
355
178
546/
70/279
365/95
144
859
655/36
418
714/99
312/45
317/49
309/24
51
202
853/17
37655
143
104
215/57
259
232
353/109
580/331
294/89
579/331
553/705
285
37
174
473/166
349
95
492
614/36
135
112
250/152
870/138
196
37
172
101
109/494
65/285
195
196
599/487
302
180
95
410
58
445
408
632/213
99
206
198
882/38
109
401
549/335
729/288
230
139
100
567/176
125
350/106
300
131
255
161
718/150
169
771/253
687/393
103
140
883/77
564/166
278/66
32
74
672/79
139/118
671/79
64
552/46
538/389
65
766/102
805/146
181
447
633/613
807/265
716/101
856/556
765/102
226
314/45
352
227
197/163
166/122
281
236
67
123
539/221
217
155
170
366/95
267
25
808/265
141
145222/60
37
772/253
70
330
161
111
520
268/28
14/263
568/174
306/141
569/218
98
179
7
182/275
370
614
834/30
231
45
44
305/274
249
110
134
892/888
775/162
728/288
201
784/231
141/31
390
570/218
149/94
64
47
336/72
142/31
123
341/72
913/323
160/123
166
100
148/94
219
463
30
120
268/87
612/353
30
617/364
337/72
796/120
12
547/22
849/510
920/643
238/118
150/94
34
358/186
252
731/286
441
727/288
323
334
83
745/322
78
114
732/286
885/432
2128204
403
151
146
171/37
722/485
444
896/326
339/72
848/469
103
559/129
121
522
67
661/214
719/150
287
31
340/72
116
11
373
806/146
317
287/209
23
344
121
55
884/77
173
84
820/510
147
563/129
545/22
158
548/22
95
130
20
429
641/33
562/129
293
270/221
176
10/281
244
585/227
166
130
208
853/888/330
58
114
57
163
327/813/327
232/105
668/328
102
357/185
148
226
105/277
367
109
778/710/296
415/470
776/163
181
625/293105/276
338/72
624/241
180
45
145
301
66
41
660/214
330/236
168
57
152
399
35
212/154
811/510
391/292/174
345
749/498
154
360
598/412
179/37
56
171
326/243
102
99
426
815/327
153
10
442
630/367
187
329/236
395
395/532
140
324
305
282
346/201
430
425
459
100
258/103
123
82
77
395
591/348
192
145
161/123
43
232
17
344/201
310/230
495/499
711/128
213/150
917/643
118
71
147/40
829/791
78
484
530/395
55
379
370/158
685/41
644/33
69
170/37
2
162/123
15
82
218
313
164
130
258
214/152
732/438
116
54
350
23
16
167
44
54
752/746
375/207
65
712/128
441
398
154/22
488
258
380
363/248
102
139
182
64
63
90
708/516
152
204/4
385
228
165
243
205
96
183
125
380/184
132
193
31
320
49
230
75
62
79
292
49
81
60
38
272
35
170448
83
19
157
175
9
403
412
89
88
25
20
142
207
39
156
68
67
41
98
26
194
88
222
237
6
202
157
234
26
110
160
88
302/42
476
68
80
155
124
6
61
178
914/325
67
352
118
619/364
36
400
159
142
58
132/120
133/120
59
440
17
110
662/
140
131
125
94
373/280
664
356
52
33
608/107
170
74
231
351/106
521
263/221
265
150
251/220
2
224
286/153
233/105
248
102
236
125/116
225
137/15
264/221
259
730/288
222
876/157
357
255/103
863/612
370
42
226
357
251
140/18
345/201
60
111
847/469
663/235
588/227
220
775
12
277/66
135
13
178/137
722/485
42
266/220
198/197
157
690/41
460
263
119
825/723
260/102
151
135
86
254
353
64
693/41
56
117
860/612
275/55
396
198
621/241
482
277/55
5
325/243
52
265/151
305/866/28
413
116
291/174
237/118
713/128
105
269
395
161
153
431/262
311/240
133
61
17
365
303/867/28
849/330
483
33
102
256
600/487
482
913/325
251/104
253
546/296
254/96
121
230/94
83
262/220
139
178
110
184
183
163/123
827/723
895/326
136
40
2
172
406
229
72
152
705/236
251/104
24
303/225
48
307/877
350/715
165
166
391
269/158
162
399
609/300
172
382/292
46
19
407
237
474
57
698/342/607
307
174
405
408
244/63
395/414
269/221
627/244
436/389
673/79
229
132
864/612
276/55
887/603
217
255/207
300/207
12
304
85
364
353
18
267/55
308/24
207
312
80
8
108
306
250/104
114
20
1
164
241
380/369
254/156
173
254
18
186
75
256
53
71
173
227
101
611/343
18
80
13
204/270
268
431
842/469
772/721/753
66
869/138
247
23
22
46
32
27113
204
13
111
329
88
225
95
235/106
164/123
166/197
417
285
832/704
125
14
194
276
268
329
244
885/327
87
535/319
145
142
290
11
448
385
273
422
287
266
291
283
475
536/519
277
220
194
346
362/248
153/181
270
209
38
45I0545I09
ABASAR
RANDHISAR
BIDAS
KHALIYA
BOTHIYAWAS
UDASAR
STATE REMOTE SENSING APPLICATION CENTER
Department of Science & Technology
JODHPUR
µ1:10,000
GEOREFERENCED KHASRA MAPPANCHAYAT SAMITI - RATANGARH
DISTRICT - CHURU
LEGEND
RAIL
ROAD
KHASRA
WATERBODY
SETTLEMENT
SOI BOUNDARY
VILLAGE BOUNDARY
WATERSHED BOUNDARY
Abasar
Randhisar
Khaliya
Bothiyawas
5
141
3
6
536/319
20
1
29
3
83
71
93
7
71
135
9
47
29
56
74
172
293
5
91
1
99
324
31
53
26
167
28
77
149
308
57
2
428
4
28
98
23
86
124
184
158
61
5
14 433
183
4
41
254
196
194
75
89
309
80
63
76
127
9
196
65
17
27
4
391
73
28
83
54
33
12
50
499
104
82
331
62
21
341
49
20
22
436
296
167
343
307
16
75
36
423
3
29
426
134
16
21
380
33
512
18
200
47
2
34
326
1
53
68
117
68
10
273
15
79
36
278
91
48
435
38
283
463
86
154
96
119
60
48
95
96
50
97
51
155
93
77
246
51
15
473
507
412
391
451
474
24
375
84
3
15
64
271
212
128
323
85
242
47
510
480
27
17
299
190
9
210
32
11
65
437
55
113
7
188
159
434
39
478
446
27
26
488
411
189
39
32
59
289
467
441
429
19
45
52
3
253
449
14
177
164
77
223
165
43
465
1
167
92
43
93
481
250
337
235
457
558/413
29
54
171
25
74
274
409
233
38
264
476
21
367
195
43
275
512
238
255
325
314
8
191
440
271
158
485
106
195
175
192
76
4
195
8
406
87
246
201
355
486
56
59
339
295
11
176
12
108
23
185
513
336
27
336
51
154
90
210
8
284
21
21
50
70
390
304
76
10
159
15
242
98
131
215
178
248
171
112
156
490
7
414
251
26
165
4
427
302
107
144
390
119
440
189
194
466
122
216
274
192
193
35
340
477
354
193
97
28
18
359
405
7
242
329
459
523
151
18
36
176
404
506
50
149
55
623/249
188
168
38
203
96
19
6
415
225
19
49
308
356
153
95
167
44
71
269
16
34
19
156
238
288
232
332
295
360
157
110
509
62
20
67
276
150
142
202
62
201
128
13
20
200
377
60
68
22
115
334
534/184
6
199
61
233
182
179
46
81
190
60
383
464
48
361
300
35
93
211
248
214
106
11
107
129
15
69
14
231
49
327
425
101
411
261
160
360
93
30
41
165
55
19
40
124
103
456
177
137
183
64
107
91
103
148
34
66
601
13
111
69
58
52
130
458
160
18
91
163
354
53
410
23
24
27
637
455
121
187
10
184
5
96
113
189
140
462
392
190
199
78
32
74
70
61
79
133
181
11
53
246
511
262
90
437
127
358
502
54
199
432
148
24
188
278
129
190
501
294
705/226
36
70
12
60/283
86
97
493
31
20
333
149
185
48
375
41
30
179
312157
123
487
42
243
209
22
136
419
374
87
247
44
132
212
137
312
34
252
187
333
180
749/296
89
348
35
181
213
277
250
39
101
76
234
25
200
247
500
423
275
94
35153
16
409
21
503
384
72
178
69
371/139
147
74
144
119
211
387
82
69
107
32
66
101
42
151
108103
467
138
646/175
191
206
422
186
62
284
350
195
659/454
72
174
645/175
38
33
3
70
516
332
82
79
338
197
467
230
145/40
179
155
381
342
208
310
134
112
13
161
192
187
151
63
259
164
763/469
90
84/267
126
47
193
23
311
211/204
10/232
293/89
14
494
107
162
150/36
266
180
43
141
121
361
175
6
164
157
58
489
234
146/40
881/38
177
424
341
402
175
192
223
237
647/175
6652/183
143
45
231/94
305
113
111
286
120
33
51
147
25
176
504
378
138
177
495
111
71
453
269
244
42
119
2
317
50
303
157/9
338
379
194
260
73
63
199
144
604/252
44
517/518
171
431
345
204/271
134
58
112
214
73
189
57
116
407
27
150
74
306/97
136
139
159
176
186
14
861/16
60
198
457
116
298
128
335
147
656/347
185
117
145
155/92
456
170
404
445
166
374/280
218
108
85
64
272
256
186
97
182
361/216
65/286
472
31
217
178
191
110
377
100
102
279
253
109
491
163
117
215
187
339
304/255
420
72
108
78
267
385
282
568/276
430
342
328
169
45
34
364
131/46
144
245
182/274
173/26
560/127
100
1
397
54
428
199
114
156
497
492
59
114
25
372
138
193
153/22
360/216
491
22
205
188
721/376
158/9
373
115
128
654/293
159/9
133
307/97
322
155
7
505
150
255
290
268
288/209
321
468
71
293/98
160
132
257
120
877/180
480
295/142
328/241
316
130/46
106/269
493
131
133
446
35
51
30
172/26
9
197
148
306
238
73
294
141
300
140
18
720/150
379/184
136
24
84/266
552/46
104
126
135/47
85
86
41
280
423
128
120
105
134/47
148
661/439
108
40
81
540/221
135
185
456
28
232/105
84
248/112
162
126
363
60
56
233
159
122
106
143
109
170
453
549/46
113
203
122
75
50
2
436
496
240
70/278
633/438
147
357/185
198/141
70
327/241
302/43
439
39
54
190
153
362
340
77
73
127
137
92
887/227
7
299
162
22
351
29
129
191
48
670/518
146
102
816/30
52
372/139
447
386
298
105
566/173
179
554/75
35
46
219
281
260
81
76
550/46
289
210
280
812/30
146
113
236/106
669/328
626/244
129
13881
891/394
65
175
297
29
642/33
216/57
855/556
236
168
8
555/75
669/519
550/335
291
879/180
479
125
152
52
353
375/141
152/36
200
529/467
261
136/15
101
169
87
484
854/17
165/22
91143
87
300/257
220
257
508/246
80
112
315
764/102
390/294
235
191
204/497
318/49
76
355
178
546/
70/279
365/95
144
859
655/36
418
714/99
312/45
317/49
309/24
51
202
853/17
37655
143
104
215/57
259
232
353/109
580/331
294/89
579/331
553/705
285
37
174
473/166
349
95
492
614/36
135
112
250/152
870/138
196
37
172
101
109/494
65/285
195
196
599/487
302
180
95
410
58
445
408
632/213
99
206
198
882/38
109
401
549/335
729/288
230
139
100
567/176
125
350/106
300
131
255
161
718/150
169
771/253
687/393
103
140
883/77
564/166
278/66
32
74
672/79
139/118
671/79
64
552/46
538/389
65
766/102
805/146
181
447
633/613
807/265
716/101
856/556
765/102
226
314/45
352
227
197/163
166/122
281
236
67
123
539/221
217
155
170
366/95
267
25
808/265
141
145222/60
37
772/253
70
330
161
111
520
268/28
14/263
568/174
306/141
569/218
98
179
7
182/275
370
614
834/30
231
45
44
305/274
249
110
134
892/888
775/162
728/288
201
784/231
141/31
390
570/218
149/94
64
47
336/72
142/31
123
341/72
913/323
160/123
166
100
148/94
219
463
30
120
268/87
612/353
30
617/364
337/72
796/120
12
547/22
849/510
920/643
238/118
150/94
34
358/186
252
731/286
441
727/288
323
334
83
745/322
78
114
732/286
885/432
2128204
403
151
146
171/37
722/485
444
896/326
339/72
848/469
103
559/129
121
522
67
661/214
719/150
287
31
340/72
116
11
373
806/146
317
287/209
23
344
121
55
884/77
173
84
820/510
147
563/129
545/22
158
548/22
95
130
20
429
641/33
562/129
293
270/221
176
10/281
244
585/227
166
130
208
853/888/330
58
114
57
163
327/813/327
232/105
668/328
102
357/185
148
226
105/277
367
109
778/710/296
415/470
776/163
181
625/293105/276
338/72
624/241
180
45
145
301
66
41
660/214
330/236
168
57
152
399
35
212/154
811/510
391/292/174
345
749/498
154
360
598/412
179/37
56
171
326/243
102
99
426
815/327
153
10
442
630/367
187
329/236
395
395/532
140
324
305
282
346/201
430
425
459
100
258/103
123
82
77
395
591/348
192
145
161/123
43
232
17
344/201
310/230
495/499
711/128
213/150
917/643
118
71
147/40
829/791
78
484
530/395
55
379
370/158
685/41
644/33
69
170/37
2
162/123
15
82
218
313
164
130
258
214/152
732/438
116
54
350
23
16
167
44
54
752/746
375/207
65
712/128
441
398
154/22
488
258
380
363/248
102
139
182
64
63
90
708/516
152
204/4
385
228
165
243
205
96
183
125
380/184
132
193
31
320
49
230
75
62
79
292
49
81
60
38
272
35
170448
83
19
157
175
9
403
412
89
88
25
20
142
207
39
156
68
67
41
98
26
194
88
222
237
6
202
157
234
26
110
160
88
302/42
476
68
80
155
124
6
61
178
914/325
67
352
118
619/364
36
400
159
142
58
132/120
133/120
59
440
17
110
662/
140
131
125
94
373/280
664
356
52
33
608/107
170
74
231
351/106
521
263/221
265
150
251/220
2
224
286/153
233/105
248
102
236
125/116
225
137/15
264/221
259
730/288
222
876/157
357
255/103
863/612
370
42
226
357
251
140/18
345/201
60
111
847/469
663/235
588/227
220
775
12
277/66
135
13
178/137
722/485
42
266/220
198/197
157
690/41
460
263
119
825/723
260/102
151
135
86
254
353
64
693/41
56
117
860/612
275/55
396
198
621/241
482
277/55
5
325/243
52
265/151
305/866/28
413
116
291/174
237/118
713/128
105
269
395
161
153
431/262
311/240
133
61
17
365
303/867/28
849/330
483
33
102
256
600/487
482
913/325
251/104
253
546/296
254/96
121
230/94
83
262/220
139
178
110
184
183
163/123
827/723
895/326
136
40
2
172
406
229
72
152
705/236
251/104
24
303/225
48
307/877
350/715
165
166
391
269/158
162
399
609/300
172
382/292
46
19
407
237
474
57
698/342/607
307
174
405
408
244/63
395/414
269/221
627/244
436/389
673/79
229
132
864/612
276/55
887/603
217
255/207
300/207
12
304
85
364
353
18
267/55
308/24
207
312
80
8
108
306
250/104
114
20
1
164
241
380/369
254/156
173
254
18
186
75
256
53
71
173
227
101
611/343
18
80
13
204/270
268
431
842/469
772/721/753
66
869/138
247
23
22
46
32
27113
204
13
111
329
88
225
95
235/106
164/123
166/197
417
285
832/704
125
14
194
276
268
329
244
885/327
87
535/319
145
142
290
11
448
385
273
422
287
266
291
283
475
536/519
277
220
194
346
362/248
153/181
270
209
38
45I0545I09
ABASAR
RANDHISAR
BIDAS
KHALIYA
BOTHIYAWAS
UDASAR
STATE REMOTE SENSING APPLICATION CENTER
Department of Science & Technology
JODHPUR
µ1:10,000
LAND USE / LAND COVER MAPPANCHAYAT SAMITI - RATANGARH
DISTRICT - CHURU
LEGEND
RAIL
ROAD
KHASRA
WATERBODY
SETTLEMENT
SOI BOUNDARY
VILLAGE BOUNDARY
WATERSHED BOUNDARY
RAIL
ROAD
AGRICULTURE
SANDY DESERTIC
RAILWAY STATION
LAND WITH SCRUB
LAND WITHOUT SCRUB
MINING & INDUSTRIAL WASTE
Abasar
Randhisar
Khaliya
Bothiyawas
45I0545I09
ABASAR
RANDHISAR
BIDAS
KHALIYA
BOTHIYAWAS
UDASAR
STATE REMOTE SENSING APPLICATION CENTER
Department of Science & Technology
JODHPUR
µ1:10,000
CARTOSAT - 1 (MERGE) SATELLITE IMAGEPANCHAYAT SAMITI - RATANGARH
DISTRICT - CHURU
LEGEND
SOI BOUNDARY
VILLAGE BOUNDARY
WATERSHED BOUNDARY
SETTLEMENT
VEGETATION