BLOCK: OSIAN DISTRICT : JODHPUR AGRO CLIMATIC ZONE- 1A...
Transcript of BLOCK: OSIAN DISTRICT : JODHPUR AGRO CLIMATIC ZONE- 1A...
(UNDER INTEGRATED WATERSHED MANAGEMENT PROGRAMME)
BLOCK: OSIAN DISTRICT : JODHPUR
AGRO CLIMATIC ZONE- 1A
TOTAL GEOGRAPHICAL AREA 3694 Hac.
TOTAL EFFECTIVE AREA- 3019 Hac.
TOTAL COST- 580.82 Lacs.
COST FROM PROJECT FUND- 452.85Lacs
COST FROM CONVERGENCE FUND- 127.97Lacs
SUBMITTED BY
ASTT. ENGINEER, WDSC, PANCHAYAT SAMITI -OSIAN
JODHPUR, (RAJASTHAN )
Index
S.No Topics
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 (,DWDU,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
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 Consolidated 5.2 Project fund
5.3 Convergence Plan
6 Chapter Project outcomes
7 Technical designs and estimates for proposed activities
8 Enclosures
8 .1 Maps
a. Location District, block, village, watershed location map
b. Map of Project with Watershed Boundary demarcation in cadastral map
c. Land Use Land Cover map
d. Existing water bodies, DLT
e. GIS based intervention map
8.2 Documents of Agreements:
Proceedings of gram sabha for DPR approval
Proceedings of Panchayat Samiti General body for DPR approval
DPR approval by district.
Watershed Committee Registration certificate
CHAPTER I INTRODUCTION
Location.
Nevra Road (JODHPUR XVI) Project is located in OSIAN Block, of JODHPUR district. The project area is between the latitudes 26039' TO 26044'N & longitudes 72053' TO
73000' E. It is at a distance of 10 km from its Block head quarters and 50 Kms from the district head quarters. There are 9 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) Nevra- Road (Jodhpur XVI)
(a) Name of Catchment 22/7, 23/1 to 5, 24/1, 2
(b) Name of watershed area(local name) Nevra Road
© Project Area 3694 Ha
(d) Net treatable Area 3019 Ha
e) Cost of Project 452.85 Lac
f) Cost/hectare 15000
g) Year of Sanction 2009-10
h) Watershed Code 22/7, 23/1 to 5, 24/1, 2
i) No. of Gram Panchayats in project area 3
j) No. of villages in project area 4
k) Type of Project Desert/other
l) Elevation (metres)
m) Major streams Hema Nala, Doli Nala, Banda Nala etc.
n) Slope range (%) 1 to 4%
Macro/micro
Name of Gram
Panchayat
Name of Villages
Covered
Census code of
villages
Area
(Ha.)
22/7 Nevra Road Nevra Road 01939300 1003
23/1 to 5 Bigmi 01939400 598
24/1, 2 Osian Osian 01936700 1116
Dhundra Dhundra 01939000 302
The watershed falls in Agroclimatic Zone IA The soil texture is Sandy to lomy sandy soil The average rainfall is 226 cm. The temperatures in the area are in the range
between 43.4 centigrade during summer and 26.3 centigrade during winter. The major crops in the area are Bajara Wheat mustared ground nut, gowar, jeera, laksun,
Custor 55 % land is under cultivation 11 % land fallow, 27% land is wasteland. 10.09 % land is irrigated through Deep tube well of 88 No of households are BPL(12 %
households) 13 are landless households(2 % households) and 708 household are small and marginal farmers(91.11% household) . Average land holding in the area is 3.59 ha.
45 % area is single cropped area and 10.09 % is double cropped. The main source of irrigation is Deep tube wells The average annual rainfall (5 years) in the area is 26 mm.
The Major streams in the Watershed are Hema Nala, Doli Nala, Banda Nala etc. The major festivals in the village are Holy, Deepawali, & Rakshabandhan. At present this
village is having 06 population with Communities like Jat, Rajput, Meghwal, Brahaman and Suthar, Rajpurohit, Darjee.
Climatic and Hydrological information
1 Average Annual Rainfall mm)
Year Average Annual Rainfall(mm)
1 2001 324.0
2 2002 94.0
3 2003 484.5
4 2004 192.0
5 2005 260.0
6 2006 209.5
7 2007 200.0
8 2008 270
9 2009 138
10 2010 435
2 Average Monthly rainfall (last ten years)
Month Rainfall(mm)
i) June 35.42
ii) July 101.22
iii) August 92.22
iv) September 29.39
3 Maximum rainfall intensity (mm)
Duration rainfall intensity(mm)
i) 15 minute duration 63
ii) 30 minute duration 52
iii) 60 minute duration 48
4 Temperature (Degree C)
Season Max Min
i) Summer Season 43.4 26.4
ii) Winter Season 26.3 9.6
iii) Rainy Season 35.5 15.5
5 Potential Evaporation Transpiration (PET) (mm/day)
Season PET
i) Summer 15
ii) Winter 3.8
iii) Rainy 8.8
6
Total PET =
27.6
iii) Time of return of maximum flood 5 years 10
years
In-Year
iv)Periodicity of Drought in village
area
3 times in 5 year 7
times
in 10
year
Alternate year
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 IAY
Rural
development Avas BPL Construction of Avas
2 MGNREGA
Rural
development
Providing
employment All section
Basic Infrastructure
Developers
3 SFC
Rural
development
Providing
employment Village Level Community work
4 TFC
Rural
development
Providing
employment Village Level Community work
5 SGSY
Rural
development Lively Hood BPL Providing Loan
Details of infrastructure in the project areas
Parameters Status
(i) No. of villages connected to the main road by an all-weather road
Nevra Road, Bigmi, Osian, Dhundhara
(ii) No. of villages provided with electricity 2 + 2 = 4
(iii) No. of households without access to drinking water -NIL-
(iv) No. of educational institutions : (P) 8
(S) 2
(HS) 2
(VI) 1 Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational
institution(VI)
(v) No. of villages with access to Primary Health Centre Nevra Road, Osian
(vi) No. of villages with access to Veterinary Dispensary Nevra Road, Osian
(vii) No. of villages with access to Post Office Osian
(viii) No. of villages with access to Banks Osian, Nevra Road
(ix) No. of villages with access to Markets/ mandis Osian
(x) No. of villages with access to Agro-industries Jodhpur
(xi) Total quantity of surplus milk Nevra Road
(xii) No. of milk collection centres (U -
(S) 1
(PA) -
(O) - (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
(xiii) No. of villages with access to Anganwadi Centre 4
(xiv) Any other facilities with no. of villages (please specify) -
(xv)
Nearest KVK
Jodhpur (Mandore
(xvi) cooperative society 1 GSS 2 GSS Nevra Road Osian
(xvii) NGOs -
(xviii) Credit institutions -
(i) Bank SBBJ, SBI Osian The Central Co-operative Bank
Osian
(ii) Cooperative Society 1 GSS 2 GSS Nevra Road Osian
(xix) Agro Service Centre's
Institutional arrangements (SLNA,DWDU,PIA,WDT,WC, Secretary) DWDU Details
SLNA Details
PIA particulars
1 2 3
S.No Particulars Details of DWDU
1. PM ,DWDU X. En. Watershed Jodhpur
2. Address with contact no., website Near RTO office, Jodhpur 0291-2544171
3. Telephone 0291-2544171
4. Fax 0291-2570746
5. E-mail [email protected]
1 2 3
S.No Particulars Details of SLNA
1 Member Secretary Post-CEO
2 Designation and Address Director Watershed development and soil conservation
3 Telephone No. 0141-2227858
4 Fax No. 0141-2227189
5 E-Mail [email protected]
1 2 3
S.No Particulars Details of PIA
6. Name of PIA Praveen Kumar Jain (A. En.)
7. Designation A.En.
8. Address with contact no., website -
9. Telephone 9928882445
10 Fax -
11 E-mail [email protected]
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 Mahesh
Kumar
M 30 B.E. Civil NIL Engineering
Work
Engineering
Work
2 Charan Das
Kalma
M 27 B.Sc (Hons.) NIL Agricultural
Work
Ag. Work
3 Gordhan
Siyol
M 23 Diploma in
Veterinary
Science
NIL Veterinary
Work
Vet. Work
4 Tara Ojha F 28 M.A.
Sociology
NIL Social
Scientist
Social Work
Scheme :- IWMP Panchayat Samiti :- Osian
Watershed :- NEWRA ROAD (JODHPUR - XVI) District :- Jodhpur
Details of Watershed Committees (WC) DHUNDHARA
S.N.
Name of WCs
Date of Gram Sabha for WC
Date of Registration as a Society
(dd/mm/yyyy
Designation
Name M/F Name of UG/SH
G
SC/ST/OBC/Ge
neral
Landless/MF/SF/
BF
Educational qualification
Khasra No.
1
Dhundhra(
Jodhpur
XVI)
5/10/10 451/
4/3/11
President Kesa Ram S/o Ganga Ram Jat M UG OBC SF Lit. 226,447
Secretary Raiwat Singh S/o Jugat Singh Rajpur
M - Gen. - Graduate -
Member Dhana Ram S/o Moola Ram Jat M UG OBC MF VIII 168, 174, 183
Member Aidan Ram S/o Lumba Ram Jat M UG OBC MF Literate 430, 424
Member Ashu Ram S/o Kishna Ram Jat M UG OBC MF Literate 200, 181
Member Champa W/o Deda Ram Jat F UG OBC MF Illiterate 207, 209
Member Bhawri W/o Shera Ram Jat F S.H.G OBC SF V 226, 204, 440, 447
Member Padma Ram S/o Kana Ram Jat M UG OBC MF X 161
Member
Madan Singh S/o Devi Singh
Rajput M UG Gen.
MF
X
202, 432/1
Member Bhoma Ram S/o Deda Ram Jat M UG OBC SF X 187
Member
Hanuman Singh S/o Roop Singh
Rajput M UG Gen.
MF
VIIIth
124, 133,
134, 135
Member
Baal Kanwar W/o Ganpat Singh
Rajput F S.H.G. Gen.
MF
Literate
436, 219,
434
Member
Suraj Kanwar W/o Sher Singh
Rajput F U.G Gen.
MF
Illiterate
433/1
Member Magraj S/o Ramchandra Nai F U.G. OBC MF Literate 179, 224
Member
Chandan Singh S/o Sujaan Singh
Rajput M U.G. Gen.
MF
XII
434, 292
Member
Chaina Ram S/o Birmaram
Meghwal M U.G. SC
MF
X
Landless
Member
Naga Ram S/o Pana Ram
Meghwal M U.G. SC
MF
Illiterate
Landless
Member Bhura Ram S/o Purkharam Meghwal
M U.G. SC MF Illiterate 164, 225, 446
Member Suva Devi W/o Bhairaram Meghwal
F U.G. SC MF Illiterate 118, 119, 123
Member Mohni W/o Puna Ram Meghwal F UG SC MF Literate 120, 412
Nominate Member
Govt. Servant
Jagdish Choudhary M - OBC
-
M.Tech.
-
Scheme :- IWMP Panchayat Samiti :- Osian
Watershed :- NEVRA ROAD (JODHPUR - XVI) District :- Jodhpur
Details of Watershed Committees (WC) OSIAN
S.N.
Name of WCs
Date of Gram Sabha for WC
Date of Registration as a Society
(dd/mm/yyyy
Designation
Name M/F Name of UG/SH
G
SC/ST/OBC/Ge
neral
Landless/MF/SF/
BF
Educational qualification
Khasra No.
2
Osian
(Jodhpur
XVI)
24/6/10 358/
06/01/11 President Ladu Ram S/o Pema Ram Jat M UG OBC
MF VIIIt
1896, 1899,
1922
Secretary Pratibha Choudhary D/o Mota Ram Jat
F SHG OBC
LF
Graduate
1909,1913,
1935/1915
Member Poonma Ram S/o Uda Ram Jat M UG OBC MF Illiterate 1903
Member Pemaram S/o Gunesa Ram jat M UG OBC
LF
X
1923,1924,
1925
Member Aduram S/o Moola Ram Jat M UG OBC SF VIII 1797/1
Member
Guman Singh S/o Dhonkal Singh
Rajput M UG Gen.
MF
Literate
1883
Member Beera W/o Kalu Ram Jat F S.H.G OBC SF Illiterate 1926
Member
Manohar Singh S/o Sawai Singh
Rajpurohit M UG Gen.
MF
Literate
2055, 2056,
2060, 2046
Member
Prem Singh S/o Gangavishan
Singh Rajpurohit M UG Gen.
MF
Literate
1964
Member
Girdhari Singh S/o Sumer Singh
Rajput M UG Gen.
MF
X
1980/5
Member Narpat Ram s/o Kesu Ram Jat M UG OBC SF Graduate 1927
Member Moola Ram S/o Teja Ram Jat M UG OBC - Matric Landless
Member
Deendayal S/o Purkharam
Meghwal M U.G SC
MF
Literate
1887/1
Member Kaani W/o Rupa Ram Jat F - OBC SF Graduate 1943/1
Member Sohni W/o Likhma Ram Jat F U.G. OBC LF Illiterate 1948, 1949
Nominate Member
Govt. Servant
Jagdish Choudhary M - OBC
-
M. Tech.
-
Scheme :- IWMP Panchayat Samiti :- Osian
Watershed :- NEVRA ROAD (JODHPUR - XVI) District :- Jodhpur
Details of Watershed Committees (WC) NEVRA ROAD
S.N.
Name of WCs
Date of Gram Sabha for WC
Date of Registration as a Society
(dd/mm/yyyy
Designation
Name M/F Name of UG/SH
G
SC/ST/OBC/Ge
neral
Landless/MF/SF/
BF
Educational qualification
Khasra No.
2
Nevra Road
(Jodhpur XVI)
22/9/10 357/
06/01/11 President Deda Ram / Chuna Ram Jakhad
M UG OBC
MF X
837
Secretary Bhoma Ram /Ugma Ram
M UG OBC
LF
B.A.
60, 85, 86,
94, 97, 101
Member Gawari/Chuna Ram F SHG OBC MF Literate 851
Member Anopa Ram/ Manaram Hudda M UG OBC
SF
VIII
936/1, 937,
946, 1013
Member Jairupa Ram/Molaram M UG OBC SF X 271
Member Gunesharam/Gangaram Beniwal M UG OBC
LF
V
12, 196,
237, 252
Member Chuna Ram/Jassa Ram Prajapat M UG OBC MF Illiterate 170
Member
Harji Ram (Hariram)/Chaina Ram
Jakhar M UG OBC
SF
V
249, 249/2, 274/1, 284,
856, 883,884/2,8
82
Member Satu/Ramchandra Brahmin F SHG Gen. MF Literate 111
Member Chuki/Mangaram Bana F SHG OBC MF Unliterate 262
Member Mangilal/Ratnaram Meghwa M UG SC - Unliterate Land less
Member Likhmaram / Bhiyaram Jakhar M UG OBC MF Unliterate 40
Member Mohanram/Aaduram Godara M UG OBC LF VIII 231, 232
Member Karnaram/Chimaram Bhadu M UG OBC LF Unliterate 231, 232
Member Jodharam/Bhuraram Bana M UG OBC MF V 818, 819
Member Beero/Narayan Ram Bana F SHG OBC LF Unliterate 102
Member Laduram/Prabhuram Bana M UG OBC
SF
V
11, 18, 39,
46
Member Kolaram/Fusaram Huda M UG OBC MF VIII 108/1
Member Chagani Devi/Achalaram F SHG OBC LF V 33/3, 104/1
Member Bhanwari/Tikuram Dogiyal F SHG OBC LF Unliterate 43, 64
Member Ratnaram/Durgaram Jakhar M UG OBC MF Literate 1/5
Nominate Member
Govt. Servant
Jagdish Choudhary M - OBC
-
M.Tech.
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. 324 ha land is arable wasteland and 390 ha is fallow can be brought under cultivation.
373 ha is only irrigated and with efforts this can be increased to 675. 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)
23882 Quintal fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 129 no of persons
migrate due to Lack of Employment 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.
CHAPTER II Socio economic Features, Problems and Scope
Table 2.1 Population & Household Details:
Total Population
Male Female Total SC ST
3850 3495 7345 210 -
Household Details
BPL household L. Less
Small Farmer M. Farmer
Total household SC household
ST household
88 13 258 450 777 42 -
Table 2.2 Development indicators
S. No. Development Indicators State Project Area
1 Per capita income (Rs.) 16260 22000
2 Poverty ratio 0.22
3 Literacy (%) 0.604 55%
4 Sex Ratio 921 82%
5 infant mortality rate 63/1000
6 maternal mortality ratio 4/1000
The table indicates poor socio economic conditions.
Table 2.3 Land Use
Land Use Total area in Ha.
Private - - - Total
Agriculture Land 2734 - - - 2734
Temporary fallow 170 - - - -
Permanent Fallow 220 - - -
Cultivated Rainfed 1647 - - -
Cultivated irrigated 373 - - -
Net Sown Area 2020 - - -
Net Area sown more than once 373 - - - 373
Forest Land - - - - -
Waste Land 324 - 675 - 999
Pastures 160 - - 160
Others 125 219 125
Total 3694
The project area has 324 ha of cultivable wasteland . 390 ha of fallow land (total 714 ha) can be brought under cultivation if some irrigation source can be provided through
Construction of WHS like Khadin, Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops. Construction of WHS can also increase in area under
irrigation which is only 373Ha. (10.09%)
999 ha. (27%) is under wastelands and can be brought under vegetative cover, with reasonable effort .Activities like Earthen check dams, Vegetative filter strip, V-ditches,
staggered trenches, WHS (Johad) Afforestation of wastelands and Pasture development will be taken up on these lands
Pasture development the land use table shows that there is 160 hectare pasture land (4.33%)This emphasizes the need for taking up pastureland development works through
sowing of promising species of grasses and plantation
Table 2.4 .a Agriculture and Horticulture status and fuel availability.
Cropping Status
S. No.
Season Crop sown Rainfed Irrigated Total
V arieties Area (ha)
Production (Ton)
Productivity (qt./ha)
Varieties Area (ha)
Production (Ton)
Productivity (kg/ha)
Area (ha)
Production (Ton
1 Kharif Bajara WCC75 RSB2 RJ171
802 481.2 6 - 802 481.2
Moonga K851 RMG 62 SML 668 G-8
142 42.6 3 - 142 42.6
Moth RMO 40 RMO 435
128 38.4 3 - 128 38.3
Til RT 127 RT 125 RT 46
125 37.5 3 - 125 37.5
Gowar RGC 936 RGC 986 RGC 1003
HG 563 M 83
450 180.0 4 - 450 180
Moongphali M13 GG 20 GG 10 M 335
59 106.2 18
59 106.2
Caster GCH 4 RHC 8 Jyoti
Mayco 6
70 28.0 4 70 28
Chilly NP 46A Mathania
Long Jawar 218
- - - -
Gajar Pusa Kesar Nentis Pusa
Mandakani (S-5)
30 36.0 12 30 36
2 Rabi Wheat LOC 1 RJ 3077 HD 2329 RJ 1482
56
100.8 18 56 100.8
Mustard Bio 902 RH 819 RN 505 T. 59
(Varuna)
70 84.0 12 70 84
Jeera RS-1 RZ-19
RZ-209
50 30.0 6 50 30
Lahsoon Ymuna White
G-1, 2 (G-50)
Gujrat
38 209.0 55 38 209
3 Zaid
Total 1373.6
**Write for each crop: The farmers are using WCC 75. RJ 171 varieties of Bajra, whereas varieties like MH169 ,RHB90, RHB 121 can increase the production.
Crop Rotation**will vary from project to project
Fellow - Moth Bajra - Jeera Gawar - Lahsun Fellow - Caster Fallow - Ground nut Ground nut - Wheat Fallow - Moog Cluster Bean - Fallow Fallow - Tarameera Til - Fallow Caster - Caster Moth - Fallow
The table 2.41(a) shows that only 373 ha is (10.09%) 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.b Abstract of cropped Area(ha)
Area under Single crop 1647
Area under Double crop 373
Area under Multiple crop -
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.
The reasons for this variation are
The farmers are using varieties WCC 75 of Bajra R1 171 whereas the
recommended varieties like MH169 ,RHB90, RHB 121 provide 7 qt./ha.
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(10.09% is irrigated )
The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration .Crop demonstrations would be carried out on improved crops/
varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration of improved methods and economics of fodder crops
cultivation and also distribution foundation seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended
varieties Productio
n
Horticulture - - - - -
- - - - -
- - - - -
Vegetables - - - - -
- - - - -
- - - - -
Floriculture - - - - -
- - - - -
- - - - -
Medicinal Plants - - - - -
Name of the crop India
Highest Average in Rajasthan District Project Area
1 Bajra 802 655 750 600 2 Moong 317 159 320 300 3 Moth 144 122 270 300
4 Wheat 2619 2762 2150 1800 5. Til 310 149 270 260
6. Gawar 510 525 515 400
Table 2.6 Land holding Pattern in project area
Type of Farmer
Total Househol
ds
Land holding (ha) irrigation source wise Land holding (ha)Social group wise
Irrigated (source)
Rainfed Total
General SC ST OBC BPL
(i)Large farmer 56 120 1117.99 1237.99 397
6 - 834.99 80.92
(ii) Small farmer 258 94 588.84 682.84
201.04 5.20 - 476.6 101
(iii) Marginal farmer 450 106 706.86 812.86
234 5.21 - 573.65 134
(iv) Landless person 13
- - - - - - - -
(V)No. of BPL
households 88
53 262 315.92 58.04 8.50 - - -
Total 777 373 2361 2734 890.08 24.91 - 1818.7 315.9
5
1495.7 ha land holdings belong to small and marginal farmers who own 55 % of total cultivated area. 1579 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.
Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting material from distant places causes
damage to the planting material and often results in untimely supply. Hence nursery development activity in area.
Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like mushroom cultivation, floriculture, etc which are in negligible existence at
present, can be implemented by individual farmers / private companies.
Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green houses and in nurseries for rational use of irrigation higher yields and quality
produce.
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.)
qt.
Total requirement
in M.T.
1 Cows 1490 6822 - 38069 3806.9
Indigenous 1302 4942 - - -
Hybrid 188 1880 - - -
2 Buffaloes 913 4050 - 23327 2332.7
3 Goat 1507 3014 population /2 38303 3850.3
4 Sheep 560 3048 population /2 14308 1430.8
5 Camel 48 - - 1226 122.6
6 Poultry - - NA - -
7 Piggery - - NA - -
Total 6008 23756 - 115432 11543.2
In spite of the large number of livestock, production is less hence increase in productivity across all species, is a major challenge. To reduce production of unproductive
cattle and improve the productivity by improving the breeds by breeding management following activities will be taken up
Castration Bardigo Castration
Artificial insemination HF Tharparkar
Distribution of superior Breeding bulls for use in Cattle and Buffalo
Breeding distribution crossbred rams (Chokala, Marwari)
Cattle - Tharparkar, Gir, Ratthi
Buffalo Murrah,
Besides breed improvement other animal husbandry practices like better health, hygiene and feeding practices can increase productivity of livestock. Hence Activities like
Animal health camps ,Urea-Molasses treatment demonstration ,demonstration of improved methods of conservation and utilization of Forage crops are proposed.
Table 2.8 Existing area under fodder (ha)
S.No Item Unit Area/Quantity
1 Existing Cultivable area under Fodder Ha 858
2 Production of Green fodder Tonns/year 4085
3 Production of Dry fodder Tonns/ Year 5070
4 Area under Pastures Ha -
5 Production of fodder Tonns/year 9155
6 Existing area under Fuel wood Ha 160
7 Supplementary feed Kgs/ day 9600
8 Silage Pits No 60
9 Availability of fodder Tones 9155
10 Deficiency/excess of fodder
Tones 2388.2
The table above shows there is fodder deficiency (Requirement is 11543.2 tones and availability 9155 tones)
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 91.11% land holdings belong to small and marginal farmers who own only 13% 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 village Total No .of job cards Employment
Status Activity taken up so far
1 Nevra Road
1005 905 Gravel Road construction (Nadi,
Pond)
2 Bigmi 120 103 Civil Works
3 Osian 190 140 -
4 Dhundhara 81 35 -
5 - - -
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)
Nevra Road
42 9 to 12 Month
Labour shop 320 Driver/Salesman 25.2
Bigmi 42 9 to 12 Month
Driver/Salesman Labour shop 25.20
Osian 30 9 to 12 Month
Labour shop 320 Driver/Salesman 18.00
Dhundara 15 9 to 12 Month
Driver/Salesman Labour shop 09.00
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 .
1 2 3
S. No Implements Nos.
1 Tractor 87
2 Sprayers-manual/ power 40
3 Cultivators/Harrows 174
4 Seed drill 8
5 Any Other trolley 87
The existing livelihoods Village are given below
Table 2.12 (a)Major activities (On Farm)
Name of activity No of House holds Average annual income from the
cultivators 777 32.63
Dairying - -
Poultry - -
Piggery - -
Landless Agri. Labourers 13 3.60
Table 2.12(b)Major activities (Off Farm)
Name of activity Households/individuals Average annual income from
the/Lacs
Artisans -
Carpenter 12 3.6
Blacksmith - -
Leather Craft - -
Porter 10 3
Mason 32 9.6
Others specify (Cycle Repair ,STD,Craft etc)
25 7.5
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 involved
Monthly income Fund
available Assistance available
Source of assistance
Training received
1 Veer Tejaji Self Help groups
10 Saving 500 8005.00 - - Office of CDPO, Osian
2 ShriBalaji Self Help Groups
10 Saving 500 6000.00 - - Office of CDPO, Osian
3 Karmabai Self Help Groups
11 Saving 550 3850.00 - -
WDT IWMP (Social
Scientist)
4 Panni Sati Maa Self
Help Groups 11 Saving 1100 4400.00 - -
WDT IWMP (Social
Scientist)
5 Jai Jasnath Self Help Groups
11 1100 4400.00 - -
WDT IWMP (Social
Scientist)
6 Shri Jasnath
Self Help Groups
10 500 2000.00 - -
WDT IWMP (Social
Scientist)
7
Shri Bhomiyaji Self Help Groups
12 1200 1200.00 - -
WDT IWMP (Social
Scientist)
The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance
II. Technical Features
Table 2.14 Ground Water
S.No Source No. Functional depth
Dry Area irrigated
Water availability(days)
i) Dug wells 2 Not Working - NIL -
ii) Shallow tube wells NIL - - - -
iii) Pumping sets NIL - - - -
iv) Deep Tube Wells 46 430 - 373 12 Month
Total 48 - - - -
Table 2.15 Availability of drinking water
S.No Name of the village
Drinking water requirement
Ltrs/day
Present availability of drinking water
Ltrs/day
No. of drinking water
sources available
No. functional
No. requires repairs
No. defunct
1 Nevra Road
115065 153996 4 4 - -
2 Bigmi 19075 76998 2 2 - -
3 Osian 56575 76998 2 2 - -
4 Dhundara
32410 76998 2 2 - -
Table 2.16 Water Use efficiency
Name of major crop
Area (Hectare)
through water saving devices(Sprinklers)
through water conserving
agronomic practices#
Any other (pl. specify)
Wheat 6.6kg/ha/mm 2.5 -
Maize 5.5kg/ha/mm 2.5 -
Vegetable 22.22kg/ha/mm 10. -
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% 2570
2 3 to 8% 1124
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
Table 2.18Water Budgeting Table 2.18 a )Total available runoff(cum) use Stranges table
Area Type of Catchment
Yield of runoff from catchment per ha.(cum.) use Stranges table
Total Runoff (cum.)
Average 204.33 754795
Total 754795
Table 2.18 b) Details of already stored runoff(Surface Water structures
S.No. Name No. Storage Capacity (cum)
Area irrigated
(ha)
i) Major Irrigation Project - - -
ii) Medium Irrigation Project - - -
iii) Form Ponds/Tanks (NADI) 22 250550 -
iv) Anicuts - - -
Total 250550 -
Table 2.18 c) Balance available runoff (cum)
Total run off(cum.) Net tapped
Runoff(cum,) Balance Run off
(cum.) Available for Harvesting (0.75*)
1 2 3 4
754795 250550 504245 378184
The water budgeting indicates potential for water harvesting in the area Table 2.19 Soil details
Soil Profile
S.No. Major Soil Classes Area in hectares
1 Sandy to Loamy sand soils 3694 ha.
2
Soil Depth :
B Depth (Cms.) Area in hectares
1 0.00 to 7.50
2 7.50 to 45.00
3 > 45.00 3694 ha.
C Soil fertility Status Kg/ha Recommended
N 0.52 to 0.22
P 2.7 to 15.55
K 16.00 to 28.00
Micronutrients PPM
Iron 4.8 to 9.5
MN 63.8 to 13.5
CU 0.85 to 1.9
Zn. 0.80 to 2.2
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 of erosion Area affected (ha) Run off(mm/
year) Average soil loss
(Tonnes/ ha/ year)
Water erosion
a Sheet 2270 250 3405
b Rill 940 250 1880
c Gully 240 250 1440
Sub-Total
Wind erosion 100 150
Total for project 6875 6957
The need is:
To check land degradation
To reduce excessive biotic pressure by containing the number and increase of livestock
To check cultivation on sloping lands without adequate precautions of soil and 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
To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge Ground Water structures life Earthen check dams, gully plugs, Bank
Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.
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 22/7, 23/1-5, 24/1,2
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.
1 4 5 6 7 8 9 10 11
S.
No.
Names of
village
Amount
earmarked
for EPA
Entry Point Activities
planned
Estimated
cost lac.
Expenditure
incurred Balance
Expected
outcome
Actual
outcome
Nevra road 1.Installation of Solar
light DGSC item No. 22
0.76 nil 0.76
2.Drinking water
activities and roof top
whs near Rajeev
Gandhi seva kendra
7.58 nil 7.58
Bigmi 1.Installation of Solar
light DGSC item No.10
0.50
nil 0.50
0.80 nil 0.80
S.no Name of the Gram Panchayat Date on which Grama Sabha approved EPA
1 Osian 24.6.2010
2 Nevra Road 22.9.2010
3 Dhundara 05.10.2010
Drinking water activity
Osian 1.Installation of Solar
light DGSC item No.13
3.32 3.32 Nil Villagers
are very
happy
2.Drinking water
activities
0.9 0.9
Repairing of BCK 2.50 2.0
Dhundhada 1.Installation of
Solar light DGSC
item No. 13
.254 0.254
2.Drinking water
activities
1.50 1.5
Total w/s 18.114 18.114 3.32 14.794
The PRA exercise was carried out in all the villages on the dates shown
below:
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.
Socio-economic survey was carried out during 15 July 2010 to 30 Nov. 2010 period covering all the households and primary data on demography, Land holdings,
Employment status, Community activities etc. was collected as mentioned in chapter 2.
S.no Name of the village/Habitation Date on which PRA conducted
1 Nevra Road 04.12.200, 07.12.2010, 10.12.2010,
14.12.2010, 18.12.2010, 22.12.2010
2 Bigmi 24.12.2010, 27.12.2010, 30.12.2010
3 Osian 26.12.2010, 30.12.2010, 12.01.2010
4. Dhundara 10.12.2010, 15.12.2010, 20.12.2010
State remote sensing department was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-3 imageries for Creation, development
and management of geo-spatial database depicting present conditions of land (terrain), water and vegetation with respect to watershed under different ownerships at village
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 ------.
CATEGORY OF WATERSHED: DESERT AREA Cost from IWMP project : 452.85 Lakh
Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.
A I Administration cost 10% - 45.29
II Monitoring 1% - 4.53
III Evaluation 1% - 4.53
IV Preparatory Phase (Entry Point Activity) 4% - 18.11
V Institution And Capacity Building 5% - 22.64
VI Preparation of Detailed Project Report (DPR) 1% - 4.53
Total 22% - 99.63 52.86 37.31 9.46
B Watershed Development Works (NRM) 60%
I Arable Land Conservation Measures
1 Earthen Bund No. 1055 94.95 570 51.3 395 35.55 90 8.1
2 Gully Control Structure (Loose Stone Chack
Dam)
No. 40 8.00 16 3.2 14 3.2 8
1.6
3 Water Harvesting Tanka No. 90 68.40 46 34.96 27 20.52 17 12.92
4 Wasteweir No. 40 20.00 22 11 15 7.5 3 1.5
Total - 191.35 100.46 66.77 24.12
II Non Arable Land Conservation Measures
(1) Ditch Cum Bund Fencing Mt. 3500 4.97 2000 2.84 1500 2.13 0 0
2 Contour Furrow in Pasture Land Hac. 35 3.15 20 1.8 15 1.35 0 0
3 Contour Furrow in Non Arable Land Hac.
4 E.C.D No. 51 5.10 30 3 21 2.1 0 0
5 Gully Control Structure L.S.C.D) No 52 7.80 31 4.65 21 3.15 0 0
6 Tanka No 6 4.56 4 3.04 2 1.52 0 0
Total - 25.58 15.33 10.25 0
III Drainage Line Treatment
(1) Dug out/ shunken pond No. 5 10.00 3 6 2 4 0
(2) L.S.C.D No. 152 22.80 78 11.7 74 11.1 0
(3) MMS (i) No. 11 22.00 6 12 5 10 0
(ii) No.
Total 54.80 29.7 25.1 0
Total Watershed Development Works - 271.73 145.49 102.12 24.12
Thob (Dhundhada)
EFFECTIVE AREA: 3019Ha.
NAME OF THE BLOCK:Osian (I) ARABLE LAND: 2734 Hac.
NAME OF WATERSHED:Jodhpur-XVI (IWMP) (II) NON ARABLE LAND: 285Hac.
UnitActivityS.No.
STATE: RAJASTHAN UNIT COST: RS. 15000/- Hac.
DISTRICT: JODHPUR GEOGRAPHICAL AREA: 3694 Hac.
PRORPOSED DEVELOPMENT PLAN THROUGH PROJECT FUND
Total Target GP-Nevra Road Osian
D Production System and Micro Enterprises -
I Arable Land Production System 15% -
(1) Crop/Fodder Demonstration No. 1124 13.15 700 8.19 324 3.79 100 1.17
(2) Agro Forestry No. 10000 1.90 5000 0.95 3000 0.57 2000 0.38
(3) Dry land Horticulture(Unit) No. 115 7.70 50 3.35 40 2.68 25 1.67
(4) Homestead Kitchen Garden No. 150 0.45 70 0.21 50 0.15 30 0.09
(5) Organic Farming
i Compost Pit No. 150 2.70 70 1.26 50 0.9 30 0.54
ii Vermi Compost Unit No. 149 3.28 67 1.48 52 1.14 30 0.66
Household Production System (For Marginal
Farmer and landless Labour )
12.32 6 4
2.32
No.
ii Service sector Carpentry Tailoring,
Blacksmith, Repair shop for Cycle/ Two
wheelers and mocro enterprices etc.
No.
Total - 41.50 21.44 13.23 6.83 II Non Arable Land Production System
(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 7000 3.65 5340 3.4 0
(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2 0
(3) Over seeding in Non Arable land Hac
Total 7.51 3.91 3.6 0
III Live Stock Management - -
(1) Animal Health Camps No. 36 5.40 16 2.4 12 1.8 8 1.2
(2) Mangers Distribution No. 300 1.50 170 0.85 100 0.5 30 0.15
3 Cattlecare and fodder storage center No. 2 10.00 1 5 1 5
4 Bull Distribution No. 4 2.00 2 1 2 1
Total - 18.90 9.25 8.3 1.35
Total Production System - 67.91 34.60 25.13 8.18
E. Consolidation 3% 13.58 7.2 5.09 1.29
| Grand Total - - 452.85 240.15 169.65 43.05
(6)
ACTIVITY WISE TOTAL ABSTRACT COST STATE: RAJASTHAN
DISTRICT: JODHPUR GEOGRAPHICAL AREA: 3694 Hac.
NAME OF THE BLOCK:Osian (I) ARABLE LAND: 2734 Hac.
NAME OF WATERSHED:Jodhpur-XVI (IWMP) (II) NON ARABLE LAND: 960Hac.
CATEGORY OF WATERSHED: DESERT AREA Cost from IWMP project : 452.85 from convergence 127.97 Total cost 580.82
A I Administration cost 10% - 45.29 45.29
II Monitoring 1% - 4.53 4.53
III Evaluation 1% - 4.53 4.53
IV Preparatory Phase (Entry Point Activity) 4% - 18.11 18.11
V Institution And Capacity Building 5% - 22.64 22.64
VI Preparation of Detailed Project Report (DPR) 1% - 4.53 4.53
Total 22% - 99.63 99.63
B Watershed Development Works (NRM) 60%
I Arable Land Conservation Measures
1 Earthen Bund No. 1055 0.09/0.10 126.45 94.95 31.5
2 Gully Control Structure (Loose Stone Chack Dam) No. 40 0.2 8.00 -
3 Water Harvesting Tanka No. 90 0.76/0.85 157.65 68.40 89.25
4 Wasteweir No. 40 0.5 20.00 20.00 0
Total - 312.10 191.35 120.75
II Non Arable Land Conservation Measures
(1) Ditch Cum Bund Fencing Mt. 3500 0.142/100
mt.
4.97 4.97 0
2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 3.15 0
3 Contour Furrow in Non Arable Land Hac. 6.30 6.3
4 E.C.D No. 51 0.1 5.10 5.10 0
5 Gully Control Structure L.S.C.D) No 52 0.10/.20 7.80 7.80 0
6 Tanka No 6 0.76 4.56 4.56 0
Total - 31.88 25.58 6.3
III Drainage Line Treatment
(1) Dug out/ shunken pond No. 5 2.00 10.00 10.00
(2) L.S.C.D No. 152 0.10/0.20 22.80 22.80 0
(3) MMS (i) No. 11 2.00 22.00 22.00 0
Quantity Unit cost Total cost Cost from
project
Cost from
converge
nce
Beneficiary
contribution
*
UnitActivityS.No.
(ii) No. 0
Total 54.80 54.80
Total Watershed Development Works - 398.78 271.73 127.05
C Production System and Micro Enterprises - -
I Arable Land Production System 15% -
(1) Crop/Fodder Demonstration No. 1124 0.011 13.15 13.15 0
(2) Agro Forestry No. 10000 1.90 1.90 0
(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 7.70 0
(4) Homestead Kitchen Garden No. 150 0.003 0.45 0.45 0
(5) Organic Farming
i Compost Pit No. 150 0.018 2.70 2.70 0
ii Vermi Compost Unit No. 149 0.022 3.28 3.28 0
(6) Household Production System (For Marginal
Farmer and landless Labour ) & Micro enterprises
12.32 12.32 0
Total - 41.50 41.50 0.00 II Non Arable Land Production System 0.00
(1) Plantation in Pasture land and Along DLT. line No. 12340 7.05 7.05 0
(2) Over seeding in Pasture land Hac. 35 0.013 0.46 0.46 0
(3) Over seeding in Non Arable land Hac 70 0.013 0.92 0.92
Total 8.43 7.51 0.92
III Live Stock Management - -
(1) Animal Health Camps No. 36 0.15 5.40 5.40
(2) Mangers Distribution No. 300 0.005 1.50 1.50 0
3 Cattlecare and fodder storage center No. 2 5 10.00 10.00 0
4 Bull Distribution No. 4 0.5 2.00 2.00 0
Total - 18.90 18.90 0.00
Total Production System - 68.83 67.91 0.92
D. Consolidation 3% 13.58 13.58
Grand Total - - 580.82 452.85 127.97* Tentative and will vary during time of execution according to beneficiary
STATE: RAJASTHAN UNIT COST: RS. 15000/- Hac.
AGROCLIMATIC ZONE: EFFECTIVE AREA: Ha.
3694
IRRIGATION PERCENTAGE: 10 % 580.82 LAKHS
Unit
Phy.
Unit
cost Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.
A I Administration cost 10% - 45.29 6.47 6.47 6.47 6.47 6.47 6.47 6.47
II Monitoring 1% - 4.53 1.00 1.00 1.00 1.00 0.53
III Evaluation 1% - 4.53 1.00 1.00 1.00 1.00 0.53
IV Preparatory Phase (Entry Point Activity) 4% - 18.11 18.11
V Institution And Capacity Building 5% - 22.64 4.53 9.06 4.53 4.52
VI Preparation of Detailed Project Report (DPR) 1% - 4.534.53
Total 22% - 99.63 33.64 16.53 13.00 12.99 8.47 8.00 7.00
B Watershed Development Works (NRM) 60%
I Arable Land Conservation Measures
1 Earthen Bund No. 1370 0.09/0.1 126.45 300 27 400 37 355 32.95 300 28 15 1.5
2 Gully Control Structure (Loose Stone Chack
Dam)
No. 40 0.2 8.00
10 2 10 2 10 2 10 2
3 Water Harvesting Tanka No. 195 0.76/0.
85
157.65
10 7.6 20 15.2 50 40.4 50 40.7 40 33.1 15 11.85
4 Wasteweir No. 40 0.5 20.00 10 5 10 5 10 5 10 5
Total - 312.10 7.60 49.20 84.40 80.65 68.10 13.35
II Non Arable Land Conservation Measures
(1) Ditch Cum Bund Fencing Mt. 3500 0.142/
100mt.
4.97
2000 2.84 1500 2.13
2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 20 1.8 15 1.35
3 Contour Furrow in Non Arable Land Hac. 70 0.09 6.30 40.00 3.60 30.00 2.70
4 E.C.D No. 51 0.1 5.10 11.00 1.10 10.00 1.00 10.00 1.00 10.00 1.00 10.00 1.00
5 Gully Control Structure L.S.C.D) No 52 0.10/0.
20
7.80 11.00 1.65 11.00 1.65 10.00 1.50 10.00 1.50 10.00 1.50
6 Tanka No 6 0.76 4.56 2 1.52 2 1.52 2 1.52
Total - 31.88 12.51 10.35 4.02 2.50 2.50
III Drainage Line Treatment
(1) Dug out/ shunken pond No. 5 2 10.00 2.00 4 2 4 1 2
(2) L.S.C.D No. 152 0.10/0.
20
22.80
40 6 40 6 40 6 32 4.8
(3) MMS (i) No. 11 2 22.00 3.00 6.00 3.00 6.00 3.00 6.00 2.00 4.00
(ii) No.
Total 54.80 16.00 16.00 14.00 8.80
COST THROUGH CONVERGANCE FUND
DISTRICT: Jodhpur GEOGRAPHICAL AREA: 3694 Hac.
NAME OF THE BLOCK: Osian (I) ARABLE LAND: 2734 Hac.
VII th
yearVI th
yearTotal Target
NAME OF WATERSHED: NevraRoad (Jodhpur XVI)IWMP (II) NON ARABLE LAND: 960 Hac.
Ist
Year II nd
Year
5.1 ANNUAL ACTION PLAN CONSOLIDATED
V th
yearS.No. Activity III rd
year IV th
Year
CATEGORY OF WATERSHED: DESERT AREA TOTAL
Total Watershed Development Works - 398.78 7.60 77.71 110.75 98.67 79.40 15.85
D Production System and Micro Enterprises -
I Arable Land Production System 15% -
(1) Crop/Fodder Demonstration No. 1124 0.012 13.15 300 3.51 500 5.85 300 3.51 24 0.28
(2) Agro Forestry No. 10000 0.019/
100
1.90 3000 0.57 4000 0.76 3000.00 0.57
(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 40 2.68 40 2.68 35 2.34
(4) Homestead Kitchen Garden No. 150 0.003 0.45 40 0.12 40 0.12 40 0.12 30 0.09
(5) Organic Farming
i Compost Pit No. 150 0.018 2.70 50 0.90 50 0.90 50 0.90
ii Vermi Compost Unit No. 149 0.022 3.28 50 1.1 50 1.1 1.08
(6) Household Production System (For Marginal
Farmer and landless Labour )& Micro
enterprises
12.32
4 4 4.32
Total - 41.50 12.88 15.41 12.84 0.37
II Non Arable Land Production System
(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 6000 3.43 6340 3.62
(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2
(3) Over seeding in Non Arable land Hac 70 0.92 40 0.52 30 0.4
Total 8.43 3.69 4.34
III Live Stock Management - -
(1) Animal Health Camps No. 36 0.15 5.40 8 1.2 8 1.2 8 1.2 8 1.2 4 0.6
(2) Mangers Distribution No. 300 0.005 1.50 100 0.5 100 0.5 100 0.5
3 Cattlecare and fodder storage center No. 2 5 10.00 1 5.00 1 5.00
4 Bull Distribution No. 4 0.5 2.00 2 1.00 2 1.00
Total - 18.90 1.70 7.70 8.10 1.20 0.60
Total Production System - 68.83 0.00 18.27 27.45 20.94 1.57 0.60
D. Consolidation 3% 13.58 5.00 8.58
Grand Total - - 580.82 33.64 24.13 108.98 151.19 128.08 93.97 32.03
STATE: RAJASTHAN UNIT COST: RS. 15000/- Hac.
AGROCLIMATIC ZONE: EFFECTIVE AREA: 3019 Ha.
3019
IRRIGATION PERCENTAGE: 10 % 452.85 LAKHS
Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.
A I Administration cost 10% - 45.29 6.47 6.47 6.47 6.47 6.47 6.47 6.47
II Monitoring 1% - 4.53 1.00 1.00 1.00 1.00 0.53
III Evaluation 1% - 4.53 1.00 1.00 1.00 1.00 0.53
IV Preparatory Phase (Entry Point Activity) 4% - 18.11 18.11
V Institution And Capacity Building 5% - 22.64 4.53 9.06 4.53 4.52
VI Preparation of Detailed Project Report (DPR) 1% - 4.534.53
Total 22% - 99.63 33.64 16.53 13.00 12.99 8.47 8.00 7.00
B Watershed Development Works (NRM) 60%
I Arable Land Conservation Measures
1 Earthen Bund hac. 1055 0.09 94.95 300 27 300 27 255 22.95 200 18
2 Gully Control Structure (Loose Stone Chack
Dam)
No. 40 0.2 8.00
10 2 10 2 10 2 10 2
3 Water Harvesting Tanka No. 90 0.76 68.40 10 7.6 20 15.2 20 15.2 20 15.2 10 7.6 10 7.6
4 Wasteweir No. 40 0.5 20.00 10 5 10 5 10 5 10 5
Total - 191.35 7.60 49.20 49.20 45.15 32.60 7.60
II Non Arable Land Conservation Measures
(1) Ditch Cum Bund Fencing Mt. 3500 4.97 2000 2.84 1500 2.13
2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 20 1.8 15 1.35
3 Contour Furrow in Non Arable Land Hac.
4 E.C.D No. 51 0.1 5.10 11.00 1.10 10.00 1.00 10.00 1.00 10.00 1.00 10.00 1.00
5 Gully Control Structure L.S.C.D) No 52 0.10/0.
20
7.80 11.00 1.65 11.00 1.65 10.00 1.50 10.00 1.50 10.00 1.50
6 Tanka No 6 0.76 4.56 2 1.52 2 1.52 2 1.52
Total - 25.58 8.91 7.65 4.02 2.50 2.50
III Drainage Line Treatment
(1) Dug out/ shunken pond No. 10 1 10.00 4.00 4 4 4 2 2
(2) L.S.C.D No. 152 0.10/0.
20
22.80
40 6 40 6 40 6 32 4.8
(3) MMS (i) No. 11 2 22.00 3.00 6.00 3.00 6.00 3.00 6.00 2.00 4.00
(ii) No.
Total 54.80 16.00 16.00 14.00 8.80
Total Watershed Development Works - 271.73 7.60 74.11 72.85 63.17 43.90 10.10 271.73
C. Production System and Micro Enterprises -
I Arable Land Production System 15% -
(1) Crop/Fodder Demonstration No. 1124 13.15 300 3.51 500 5.85 300 3.51 24 0.28 13.15
(2) Agro Forestry No. 10000 1.90 3000 0.57 4000 0.76 3000.00 0.57 1.90
(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 40 2.68 40 2.68 35 2.34 7.70
III rd
year IV th
YearII nd
YearIst
YearUnitQuant
ity
5.2 ANNUAL ACTION PLAN THROUGH PROJECT FUND
V th
yearS.No. Activity
DISTRICT: Jodhpur GEOGRAPHICAL AREA: 3694 Hac.
NAME OF THE BLOCK: Osian (I) ARABLE LAND: 2734 Hac.
NAME OF WATERSHED: NevraRoad (Jodhpur XVI)IWMP (II) NON ARABLE LAND: 285 Hac.
total
costUnit cost
CATEGORY OF WATERSHED: DESERT AREA TOTAL
COST THROUGH PROJECT FUND
VII th
yearVI th
year
(4) Homestead Kitchen Garden No. 150 0.003 0.45 40 0.12 40 0.12 40 0.12 30 0.09 0.45
(5) Organic Farming 0.00
i Compost Pit No. 150 0.018 2.70 50 0.90 50 0.90 50 0.90 2.70
ii Vermi Compost Unit No. 149 0.022 3.28 50 1.1 50 1.1 1.08 3.28
(6) Household Production System (For Marginal
Farmer and landless Labour ) & micro
enterprises
12.32
4 4 4.32 12.32
Total - 41.50 12.88 15.41 12.84 0.37 41.5
II Non Arable Land Production System
(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 6000 3.43 6340 3.62
(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2
(3) Over seeding in Non Arable land Hac
Total 7.51 3.69 3.82
III Live Stock Management - -
(1) Animal Health Camps No. 36 0.15 5.40 8 1.2 8 1.2 8 1.2 8 1.2 4 0.6
(2) Mangers Distribution No. 300 0.005 1.50 100 0.5 100 0.5 100 0.5
3 Cattlecare and fodder storage center No. 2 5 10.00 1 5.00 1 5.00
4 Bull Distribution No. 4 0.5 2.00 2 1.00 2 1.00
Total - 18.90 1.70 7.70 7.70 1.20 0.60
Total Production System - 67.91 0.00 18.27 26.93 20.54 1.57 0.60
D. Consolidation 3% 13.58 5.00 8.58
Grand Total - - 452.85 33.64 24.13 105.38 112.77 92.18 58.47 26.28 452.85
STATE: RAJASTHAN UNIT C
IRRIGATION PERCENTAGE: 10 % 127.97 Lakhs
Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.
A I Administration cost 10% - - - - - - - - - -
II Monitoring 1% - - - - - - - - - -
III Evaluation 1% - - - - - - - - - -
IV Preparatory Phase (Entry Point Activity) 4% - - - - - - - - - -
V Institution And Capacity Building 5% - - - - - 0 - - - -
VI Preparation of Detailed Project Report (DPR) 1%- - - - - - - - - -
Total 10% - 0 - 0 - 0 - 0 - 0
B Watershed Development Works (NRM) 60% - - - - - - - - - -
I Arable Land Conservation Measures - - - - - - - - - -
1 Earthen Bund No. 315 0.1 31.5 - - - - - - 200 20 115 11.5
2 Gully Control Structure (L.C. D.M) No. - 0 - - - - - - - - -
3 Water Harvesting Tanka No. 105 0.85 89.25 - - - - - - 50 42.5 40 34 15 12.75
4 Wasteweir No. - 0 - - - - - - - - -
Total - 120.75 - - - - - 0 - 62.5 - 45.5 12.75
II Non Arable Land Conservation Measures- - - - - - - - - -
1 Ditch Cum Bund Fencing Mt. - 0 - - - - - - - - - -
2 Contour Furrow in Pasture Land Hac. - 0 - - - - - - - - - -
3 Contour Furrow in Non Arable Land Hac. 70 0.09 6.3 - - - - 40 3.60 30 2.70
4 Earthen Bund No. - - - - - - - - - -
5 Gully Control Structure L.S.C.D) No - 0 - - - - - - - - - -
6 Waste weir No - 0 - - - - - - - - - -
Total - 6.3 - - - - - 3.60 - 2.70 -
III Drainage Line Treatment - - - - - - - - - -
(1) Earthen Bund with Pitching No. - - - - - - - - - -
(2) Waste weir No. - 0 - - - - - - - - - -
Total - 0 - - - - - 0 - 0 - 0
Total Watershed Development Works - - 127.05 - 0 - 0 3.6 65.2 45.5 12.75 0
C. Production System and Micro Enterprises - - -
I Arable Land Production System 15% - -
(1) Crop/Fodder Demonstration - - - -
(2) Agro Forestry No. 0.00 - - - - - - - - - -
(3) Dry land Horticulture(Unit) No. - 0 - - - - - - - - - -
(4) Homestead Kitchen Garden No. - 0 - - - - - - - - - -
(5) Organic Farming - 0 - - - - - - - - - -
i Compost Pit No. - 0 - - - - - - - - - -
ii Vermi Compost Unit No. - - - - - - - - - -
(6) Household Production System (For Marginal
Farmer and landless Labour ) & Micro
Enterprises
- 0 - - - - - - - - - -
Total
costVI
th YearS.No.
NAME OF WATERSHED: NevraRoad (Jodhpur XVI)IWMP (II) NON ARABLE LAND: 960 Hac.
Quantit
y
Unit
costActivity Unit VII
th year
5.3 ANNUAL ACTION PLAN THROUGH CONVERGENCE FUND
V th
yearIV th
YearIst
Year II nd
Year III rd
year
CATEGORY OF WATERSHED: DESERT AREA
DISTRICT: Jodhpur GEOGRAPHICAL AREA: 3694 Hac.
NAME OF THE BLOCK: Osian (I) ARABLE LAND: 2734 Hac.
cost through convergence
Total - - - - - - - - II Non Arable Land Production System - 0 - - - - - - - - - -
(1) Plantation in Pasture land and Along DLT. No. - - - - - - - - - -
(2) Over seeding in Pasture land Hac. - 0 - - - - - - - - - -
(3) Over seeding in Non Arable land Hac 70 0.92 - - - - - 0.62 - 0.30 - -
Total - 0.92 - 0 - 0 - 0.62 - 0.30 - 0
III Live Stock Management - - - - - - - - - - -
(1) Animal Health Camps No. - 0 - - - 0 - - - - - -
(2) Mangers Distribution No. - - - - - - - - - - -
(3) Bull Distribution No. - - - - - - - - - -
Total - - 0 - 0 - 0 - 0 - 0
Total Production System - 0.92 - 0 - 0.00 - 0.62 - 0.30 - 0.00
D. Consolidation 3% - 0 - 0 - 0 - 0 - 0
Grand Total - 127.97 - 0 - 0.00 - 4.22 - 65.50 - 45.50 12.75 0
DESIGN OF BUND IN ARABLE LAND TYPE-I
Name of Water Shed : NEVRA ROAD (Jodhpur XVI) IWMP Name of P.S. Osian
V.I = 0.305 (XS+Y)
0.305( 0.8 x 1+ 1.0)
V.I = 0.549
V.I Vertical interval
X= Rain Fall Factor 0.8
Y= Factor due to soil infiltration & Crop cover 1
S= Percent slope 1
He= (Rex VI)1/2
(50) 1/2
He= 0.549 Say 0.50 Cm.
He Depth of impounding
Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62
V.I Vertical interval 0.549
Total Height of Bund= 0.50 + 0.30 = 0.80 Cms
Top width of Bund = 0.35 Cms.
Bottom width of Bund = 2.75
Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height
2
X Section= ( 0.35+ 2.75)x .8
2
X Section= 1.24 Sqmt.
DESIGN OF EARTHEN BUND TYPE-II
Name of Water Shed : NEVRA ROAD (Jodhpur XVI) IWMP Name of P.S. Osian
V.I = 0.305 (XS+Y)
0.305( 0.8 x 2+ 1.0)
V.I = 0.793
V.I Vertical interval
X= Rain Fall Factor 0.8
Y= Factor due to soil infiltration & Crop cover 1
S= Percent slope 2
He= (Rex VI)1/2
(50) 1/2
He= 0.723 Say 0.75 Cm.
He Depth of impounding
Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62
V.I Vertical interval 1.037
Total Height of Bund= 0.75 + 0.45 = 1.20 Cms
Top width of Bund = 0.6 Cms.
Bottom width of Bund = 4.20
Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height
2
X Section= ( 0.6 + 4.20)x 1.20
2
X Section= 2.88 Sqmt.
DESIGN OF EARTHEN BUND TYPE -III
Name of Watershed : NEVRA ROAD Jodhpur XVI (IWMP) Name of Block: Osian
V.I = 0.305 (XS+Y)
0.305( 0.8 x 3+ 1.)
V.I = .946
V.I Vertical interval
X= Rain Fall Factor 0.8
Y= Factor due to soil infiltration & Crop cover 1
S= Percent slope 3
He= (Rex VI)1/2
(50) 1/2
He= .946 Say 0.95Cm.
He Depth of impounding
Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62
V.I Vertical interval 0.95
Total Height of Bund= 0.95 + 0.55 = 1.50 ms
Top width of Bund = 0.75 ms.
Bottom width of Bund = 5.25
Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height/ 2 X Section= ( 0.75+ 5.25)x 1.50
2
X Section= 4.50 sqmt. Say 4.50 sqmt.
CROSS SECTION OF EARTHAN BUND TYPE I
0.35 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5.:1 0.80 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................
tehu ry .............................................................................................................................................
. 0.30 2.75
0.3
4.14
(All Measurement in Meter) Cross Sec.= ((2.75+0.35))x0.80
2 = 1.24 Sqm
CROSS SECTION OF EARTHAN BUND TYPE - II
0.60 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5:1 1.20 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................
tehu ry .............................................................................................................................................
. 0.30 4.20
0.30
9.6
All Measurement in Meter) Cross Sec.= ((4.20+0.60))x1.20= 2.88 Say 2.88 sqmt.
2
Cross Sec.= 2.88 sqmt.
CROSS SECTION OF EARTHAN BUND TYPE - III
0.75 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ...................................................................... 1.5:1 1.50 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................
tehu ry .............................................................................................................................................
. 0.30 5.25
0.30
15.00
(All Measurement in Meter) Cross Sec.= ((5.25+0.75) /2)x1.50
= 4.50 Sqm
CROSS SECTION OF DITCH CUM BUND FENCINGH
..................... ..................... ......................
......................... ......................... .......................... ......................... ........................... ............................ ............................ ............................. .............................. ................................ ................................ ................................ .................................. ................................... .................................... .................................... ..................................... ...................................... .....................................
G.L 1.20 0.90
Cross Sec.= ((1.50+0.0.90) )x1.20 2
= 1.44 Sqm
CROSS SECTION OF L.S.C.D
1.00 1:1 1.0 0.45 Ground Level
2.45
Cross Sec.= ((1.00+2.00) /2)x1.00 = 1.50 Sqm
CROSS SECTION OF CONTOUR FURROW
............... ..................... ......................... ............................. ............................... ................................ ................................. .................................
G.L 0.30
Cross Sec.= 1/2x0.60x0.30
= 0.09 sqm.
Block:Osian District: Jodhpur No. 1
Length 9.000
Ø-la- dk;Z fooj.k
1 Mkx csfyax nsuk 1 X 2.00 X 9.000 = 18.000 18.000 eh-
2 1 X 9.00 X 2.40 X 0.45 = 9.720
1 X 9.00 X 1.50 X 0.30 = 4.050
1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
15.390 15.390 ?k-eh-
3 1 X 9.00 X 2.40 X 0.45 = 9.720
1 X 9.00 X 1.50 X 0.30 = 4.050
eq[; fnokj izFke pj.k 1 X 9.00 X ( 2.4 + 0.6 ) /2 X 0.75 = 10.125
eq[; fnokj f}rh; pj.k 1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
25.515 25.515 ?k-eh-
lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
Loose stone checkdam (L.S.C.D)
uki ek=k
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
DPR cHECK DAM JDP XVI\Check Dam20na Pg.-1
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
Block:Osian District: Jodhpur
L
Ø-la- dk;Z fooj.k ek=k Je nj dqy nj izfr Je jkf'k dqy jkf'k
1 MkWx csfyax nsuk 18.000 0.700 0.700 ?k-eh- 12.600 12.600
25.515 285.100 701.000 ?k-eh- 7274.327 17886.015
Total 19314.495
contigency 4% 772.5798
Grand total 20087.075
Say 20000.000
Loose stone checkdam (L.S.C.D)
3 lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
92.0002
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
15.390 1415.88092.000
?k-eh-
1415.880
DPR cHECK DAM JDP XVI\Check Dam20na Pg.-2
Block:Osian District: Jodhpur No. 1
Length 4.000
Ø-la- dk;Z fooj.k
1 Mkx csfyax nsuk 1 X 2.00 X 4.000 = 8.000 8.000 eh-
2 1 X 4.00 X 2.40 X 0.45 = 4.320
1 X 4.00 X 1.50 X 0.30 = 1.800
1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
7.740 7.740 ?k-eh-
3 1 X 4.00 X 2.40 X 0.45 = 4.320
1 X 4.00 X 1.50 X 0.30 = 1.800
eq[; fnokj izFke pj.k 1 X 4.00 X ( 2.4 + 0.6 ) /2 X 0.75 = 4.500
eq[; fnokj f}rh; pj.k 1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
12.240 12.240 ?k-eh-
lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
Loose stone checkdam (L.S.C.D)
uki ek=k
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
DPR cHECK DAM JDP XVI\Check Dam10 Pg.-1
Loose stone checkdam (L.S.C.D)
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
Block:Osian District: Jodhpur
Ø-la- dk;Z fooj.k ek=k Je nj dqy nj izfr Je jkf'k dqy jkf'k
1 MkWx csfyax nsuk 8.000 0.700 0.700 ?k-eh- 5.600 5.600
12.240 285.000 701.000 ?k-eh- 3488.400 8580.240
Total 9297.920
contigency 4% 371.9168
Grand total 9669.837
Say 10000.000
92.0002
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
7.740
3 lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
712.08092.000
?k-eh-
712.080
DPR cHECK DAM JDP XVI\Check Dam10 Pg.-2
Block:Osian District: Jodhpur No. 1
Length 6.500
Ø-la- dk;Z fooj.k
1 Mkx csfyax nsuk 1 X 2.00 X 6.500 = 13.000 13.000 eh-
2 1 X 6.50 X 2.40 X 0.45 = 7.020
1 X 6.50 X 1.50 X 0.30 = 2.925
1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
11.565 11.565 ?k-eh-
3 1 X 6.50 X 2.40 X 0.45 = 7.020
1 X 6.50 X 1.50 X 0.30 = 2.925
eq[; fnokj izFke pj.k 1 X 6.50 X ( 2.4 + 0.6 ) /2 X 0.75 = 7.313
eq[; fnokj f}rh; pj.k 1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620
18.878 18.878 ?k-eh-
Loose stone checkdam (L.S.C.D)
uki ek=k
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
DPR cHECK DAM JDP XVI\Check Dam15 Pg.-1
Loose stone checkdam (L.S.C.D)
Name of watershed: NEVRA ROAD (Jodhpur-XVI)
Block:Osian District: Jodhpur
Ø-la- dk;Z fooj.k ek=k Je nj dqy nj izfr Je jkf'k dqy jkf'k
1 MkWx csfyax nsuk 13.000 0.700 0.700 ?k-eh- 9.100 9.100
18.878 285.000 701.000 ?k-eh- 5380.088 13233.128
Total 14306.208
contigency 4% 572.2483
Grand total 14878.456
Say 15000.000
1063.98092.000
?k-eh-
1063.98092.0002
uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa
11.565
3 lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq
DPR cHECK DAM JDP XVI\Check Dam15 Pg.-2
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0.6
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06
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;ksx4
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ykxr Je Hkkx
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ykxr lkexzh Hkkx2
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ykxr rdehuk
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Je
dqy
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dqy
1Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd
¼ft-Lr-nj-vuq-
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60
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ehVj0
.70
.70
11
2.0
01
12
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2
feV~Vh dk d
k;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa d
ks rksMuk] ?kkl&ikr rFkk dadj chud
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juk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh d
s fy,A dBksj feV~Vh esa
feV~Vh dh d
qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj-v
uq-2011½
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2.0
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2.0
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3/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v
uq-2011½2
40
.00
ehVj0
.60
.60
14
4.0
01
44
.00
4/kkeu ?kkl cht
1.0
0fd-xzk
-6
1.5
06
1.5
0
;ksx8
68
8.0
08
74
9.5
0
;ksx8
74
9.5
0
tksMk 4% dUVkstsUlh
34
9.9
8
;ksx9
09
9.4
8
ykxr Je Hkkx
86
88
.00
ykxr lkexzh Hkkx4
11
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dqy ;ksx
90
99
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Sa
y9
00
0.0
0
bdkbZ
uke ty xzg.k {ks=&usojk jksM
osthVsfVo dUVwjcUM
ykxr rdehuk
njØ-la-
fooj.kek=k
{kS=Qy% 150 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5d
z-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
1,20,000 eh-
1,20,000 ehx1/2x0.60x0.30=108000
1,20,000 eh-
1,20,000 eh- @ 1 fd-xzk-@100 ehVj=1200
foLr`r rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % d
ksjk
y-xpkS-xx- = dqy ek=k
150 gSDV;j @ 800eh0@gSDVs;j=120000 eh0
{kS=Qy% 150 gSDVjJ
edqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
12
00
00
eh-0.8
50.8
51
02
00
0.0
01
02
00
0.0
0
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
12
00
00
eh-0.3
50.3
54
20
00
.00
42
00
0.0
0
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-
nj-vuq-2010i`-la0 5 d
z-la- 2c½
10
80
0?k-eh-
61
.00
61.0
06
58
80
0.0
06
58
80
0.0
0
4
cht cqokbZ cuk;s x;s fjt ij 1
20
00
0eh-
0.4
40
.44
52
80
0.0
05
28
00
.00
5cht d
h ek=k ¼/kke.k½1
20
0fd-xzk-
-5
0.0
0-
60
00
0.0
0
;ksx8
55
60
0.0
09
15
60
0.0
0
tksMk Jfed
nj esa c<ksRrjh 35% 2
99
46
0.0
0
;ksx1
21
50
60
.00
tksMk 3% d
UVkstsUlh3
64
51
.80
;ksx1
25
15
11
.80
ykxr Je Hkkx
11
55
06
0.0
0
ykxr lkexzh Hkkx9
64
51
.80
dqy ;ksx
12
51
51
1.8
0
Sa
y1
25
10
00
.00
xkWo dk uke % d
ksjk
ykxr rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
Ø-la-
fooj.kek=k
bdkbZ
nj
{kS=Qy% 150 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
150 gSDV;j @ 800eh0@gSDVs;j=120000 eh0
1,20,000 eh-
1,20,000 ehx1/2x0.60x0.30=108000
1,20,000 eh-
1,20,000 eh- @ 1 fd-xzk-@100 ehVj=1200
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % Hkkxyls¶Vk
y-xpkS-xx- = dqy ek=k
foLr`r rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
{kS=Qy% 150 gSDVjJ
edqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
120000eh-
0.850.85
102000.00102000.00
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
120000eh-
0.350.35
42000.0042000.00
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
10800?k-eh-
61.0061.00
658800.00658800.00
4
cht cqokbZ cuk;s x;s fjt ij 120000
eh-0.44
0.4452800.00
52800.00
5cht d
h ek=k ¼/kke.k½1200
fd-xzk-
-50.00
-60000.00
;ksx855600.00
915600.00
tksMk Jfed
nj esa c<ksRrjh 35% 299460.00
;ksx1215060.00
tksMk 3% d
UVkstsUlh36451.80
;ksx1251511.80
ykxr Je Hkkx
1155060.00
ykxr lkexzh Hkkx96451.80
dqy ;ksx
1251511.80
Say1251000.00
ykxr rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % Hkkxyls¶Vk
Ø-la-
fooj.kek=k
bdkbZ
nj
{kS=Qy% 100 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
80000 eh-
80000 ehx1/2x0.60x0.30=7200
8000 eh-
8000 eh- @ 1 fd-xzk-@100 ehVj=800
foLr`r rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % ljFkyk
y-xpkS-xx- = dqy ek=k
100 gSDV;j @ 800eh0@gSDVs;j=80000 eh0
{kS=Qy% 100 gSDVjJ
edqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
80000eh-
0.850.85
68000.0068000.00
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
80000eh-
0.350.35
28000.0028000.00
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
7200?k-eh-
61.0061.00
439200.00439200.00
4
cht cqokbZ cuk;s x;s fjt ij 80000
eh-0.44
0.4435200.00
35200.00
5cht d
h ek=k ¼/kke.k½800
fd-xzk-
-50.00
-40000.00
;ksx570400.00
610400.00
tksMk Jfed
nj esa c<ksRrjh 35% 199640.00
;ksx810040.00
tksMk 3% d
UVkstsUlh24301.20
;ksx834341.20
ykxr Je Hkkx
770040.00
ykxr lkexzh Hkkx64301.20
dqy ;ksx
834341.20
Say834000.00
xkWo dk uke % ljFkyk
Ø-la-
fooj.kek=k
bdkbZ
nj
ykxr rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
{kS=Qy% 100 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
100 gSDV;j @ 800eh0@gSDVs;j=80000 eh0
80000 eh-
80000 ehx1/2x0.60x0.30=7200
8000 eh-
8000 eh- @ 1 fd-xzk-@100 ehVj=800
foLr`r rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % nklik
y-xpkS-xx- = dqy ek=k
{kS=Qy% 100 gSDVjJ
edqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
80000eh-
0.850.85
68000.0068000.00
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
80000eh-
0.350.35
28000.0028000.00
3
uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d
k [kqnkbZ d
juk] ry dks d
wVuk] ikuh Mkyuk]cxy dks
laokjuk][kqnh feV~Vhdks ckgj fud
kyuk] uhoa Hkjus ds
ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph
gqbZ feV~Vh dks 50 ehVj nwjh rd
fuLrkj.k djukA
l[r]fpduh] d
adj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-v
uq-2010i`-la0 5 dz-la- 2c½
7200?k-eh-
61.0061.00
439200.00439200.00
4
cht cqokbZ cuk;s x;s fjt ij 80000
eh-0.44
0.4435200.00
35200.00
5cht d
h ek=k ¼/kke.k½800
fd-xzk-
-50.00
-40000.00
;ksx570400.00
610400.00
tksMk Jfed
nj esa c<ksRrjh 35% 199640.00
;ksx810040.00
tksMk 3% d
UVkstsUlh24301.20
;ksx834341.20
ykxr Je Hkkx
770040.00
ykxr lkexzh Hkkx64301.20
dqy ;ksx
834341.20
Say834000.00
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % nklik
Ø-la-
fooj.kek=k
bdkbZ
nj
ykxr rdehuk
{kS=Qy% 50 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la05 d
z-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
4000 eh- @ 1 fd-xzk-@100 ehVj=400
40000 eh-
40000 ehx1/2x0.60x0.30=3600
4000 eh-
foLr`r rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % :
fp;kj
y-xpkS-xx- = dqy ek=k
50 gSDV;j @ 800eh0@gSDVs;j=40000 eh0
{kS=Qy% 50 gSDVjJ
edqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
40
00
0eh-
0.8
50.8
53
40
00
.00
34
00
0.0
0
2
Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
40
00
0eh-
0.3
50.3
51
40
00
.00
14
00
0.0
0
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5d
z-la- 2c½
36
00
?k-eh-6
1.0
061.0
02
19
60
0.0
02
19
60
0.0
0
4
cht cqokbZ cuk;s x;s fjt ij 4
00
00
eh-0
.44
0.4
41
76
00
.00
17
60
0.0
0
5cht d
h ek=k ¼/kke.k½4
00
fd-xzk-
-5
0.0
0-
20
00
0.0
0
;ksx2
85
20
0.0
03
05
20
0.0
0
tksMk Jfed
nj esa c<ksRrjh 35% 9
98
20
.00
;ksx4
05
02
0.0
0
tksMk 3% d
UVkstsUlh1
21
50
.60
;ksx4
17
17
0.6
0
ykxr Je Hkkx
38
50
20
.00
ykxr lkexzh Hkkx3
21
50
.60
dqy ;ksx
41
71
70
.60
Sa
y4
17
00
0.0
0
xkWo dk uke % :
fp;kj
njØ-la-
fooj.kek=k
bdkbZ
ykxr rdehuk
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
{kS=Qy% 35 gSDVj
Ø-la-
fooj.k1
, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v
Urjky esa leksPp js[kk ij ys v
kmV dk d
k;Z
2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2010i`-la0 25 dz-la- 182½
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la05 d
z-la- 2c½
4
cht cqokbZ cuk;s x;s fjt ij 5
cht dh ek=k ¼/kke.k½
28000 eh- @ 1 fd-xzk-@100 ehVj=280
35 gSDV;j @ 800eh0@gSDVs;j=28000 eh0
28000 eh-
28000 eh-
uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½
dk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke % nklik
y-xpkS-xx- = dqy ek=k
foLr`r rdehuk
28000 ehx1/2x0.60x0.30=2520
{kS=Qy% 35 gSDVj
35
.00
Je
dqy
Je
dqy
1, Q
sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa
leksPp js[kk ij ys vkmV d
k dk;Z
28
00
0eh-
0.7
50.7
52
10
00
.00
21
00
0.0
0
2
Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v
uq-2
80
00
eh-0.7
00.7
01
96
00
.00
19
60
0.0
0
3uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk
[kqnkbZ djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k
djukAl[r]fpd
uh] dadj] feV~Vh esaA
uhoa gsrq¼ft-Lr-nj-vuq-
25
20
?k-eh-9
2.0
092.0
02
31
84
0.0
02
31
84
0.0
0
4
cht cqokbZ cuk;s x;s fjt ij 2
80
00
eh-0
.60
0.6
01
68
00
.00
16
80
0.0
0
5cht d
h ek=k ¼/kke.k½2
80
fd-xzk-
-6
1.5
0-
17
22
0.0
0
;ksx2
89
24
0.0
03
06
46
0.0
0
8
;ksx3
06
46
0.0
0
tksMk 4% dUVkstsUlh
91
93
.80
;ksx3
15
65
3.8
0
ykxr Je Hkkx
28
92
40
.00
ykxr lkexzh Hkkx2
64
13
.80
dqy ;ksx
31
56
53
.80
Sa
y3
15
00
0.0
0
ykxr rdehuk
uke ty xzg.k {ks=&usojk jksMdk;Z d
k uke&vd`f"k Hkwfe ij d
UVwj QjksZ
xkWo dk uke %
Ø-la-
fooj.kek=k
bdkbZ
nj
1.0
03
5.0
0
Je
dqy
Je
dqy
1Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd
¼ft-Lr-nj-vuq-
2010i`-la025 dz-la- 182½
70
.00
ehVj0
.70
.70
49
.00
49
.00
2
feV~Vh dk d
k;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa d
ks rksMuk] ?kkl&ikr rFkk dadj chud
j vyx d
juk rFkk feV~Vh dh njslh d
juk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh d
s fy,A dBksj feV~Vh esa
feV~Vh dh d
qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj
10
0.8
0?k-eh-
85
85
.00
85
68
.00
85
68
.00
3
/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v
uq-2010i`-la020 dz-la- 129½
10
5.0
0ehVj
0.6
0.6
06
3.0
06
3.0
0
4/kkeu ?kkl cht
1.0
0fd-xzk
-6
1.5
06
1.5
0
;ksx8
68
0.0
08
74
1.5
0
;ksx8
74
1.5
0
tksMk 4% dUVkstsUlh
34
9.6
6
;ksx9
09
1.1
6
ykxr Je Hkkx
86
80
.00
ykxr lkexzh Hkkx4
11
.16
dqy ;ksx
90
91
.16
Sa
y9
00
0.0
0
uke ty xzg.k {ks=&usojk jksM
osthVsfVo cUM
ykxr rdehuk
njØ-la-
fooj.kek=k
bdkbZ
1.0
02
2.5
0
Je
dqy
Je
dqy
1
Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-Lr-nj-v
uq-4
5.0
0ehVj
0.7
0.7
03
1.5
03
1.5
0
2
feV~Vh dk d
k;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa d
ks rksMuk] ?kkl&ikr rFkk dadj chud
j vyx d
juk rFkk feV~Vh dh njslh d
juk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh d
s fy,A dBksj feV~Vh esa
feV~Vh dh d
qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj
10
1.2
5?k-eh-
85
85
.00
86
06
.25
86
06
.25
3/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v
uq-½6
7.5
0ehVj
0.6
0.6
04
0.5
04
0.5
0
4/kkeu ?kkl cht
1.0
0fd-xzk
-6
1.5
06
1.5
0
;ksx8
67
8.2
58
73
9.7
5
;ksx8
73
9.7
5
tksMk 4% dUVkstsUlh
34
9.5
9
;ksx9
08
9.3
4
ykxr Je Hkkx
86
78
.25
ykxr lkexzh Hkkx4
11
.09
dqy ;ksx
90
89
.34
Sa
y9
00
0.0
0
uke ty xzg.k {ks=&usojk jksM
osthVsfVo cUM
ykxr rdehuk
njØ-la-
fooj.kek=k
bdkbZ
NA
ME
OF
WA
TE
RS
HE
D: N
EV
RA
RO
AD
(JOD
HP
UR
-XV
I)B
LO
CK
: OS
IAN
DIS
TR
ICT
: JOD
HP
UR
ikS/kks dh la[;k% 100
Je
dqy
Je
dqy
145x45x45 lseh- eki d
s xM~Ms djuk d
Bksj feV~Vh 400 xM~Ms@gSDVj¼ft-Lr-nj-v
uq-1
00
la[;k6.8
06.8
06
80
.00
68
0.0
0
2ikS/ks jksi.k d
juk ¼ft-Lr-nj-v
uq-20111
00
la[;k3.0
03.0
03
00
.00
30
0.0
0
3
ikS/kksa dh d
her1
08
la[;k-
5.0
0-
54
0.0
0
4ikS/kksa d
k ifjogu ikS/ks HkjkbZ ,oa [kkyh djkbZ lfgr 5
fd0eh- nwjh rd
ds fy,
10
8
la[;k@1000
-908.2
19
8.0
9
5
ikS/ks jksi.k ds le; Mh,ih Mkyuk
3fd-xzk-
-1
0.0
0-
30
.00
6
nhed fu;U=.k gsrq ,UMksalYQ
ku 4% pw.kZ1
0fd-xzk-
-1
2.0
0-
12
0.0
0
71
00
la[;k0
.21
0.2
12
1.0
02
1.0
0
;ksx1
00
1.0
01
78
9.0
9
;ksx1
78
9.0
9
tksMk 4% dUVkstsUlh
71
.56
;ksx1
86
0.6
5
ykxr Je Hkkx
10
01
.00
ykxr lkexzh Hkkx8
59
.65
dqy ;ksx
18
60
.65
Sa
y1
90
0.0
0
Sa
y 1
9 : @
ikS/kk
ek=kbd
kbZ
MO
DE
L E
ST
IMA
TE
uke ty xzg.k {ks=& dk;Z d
k uke&d`f"k Hkwfe ij okfud
h ikS/kkjksi.k
njØ-la-
fooj.k
NA
ME
OF
WA
TE
RS
HE
D: N
EV
RA
RO
AD
(JOD
HP
UR
-XV
I)
DIS
TR
ICT
: JOD
HP
UR
Je
dqy
Je
dqy
v1
vfxze enk d
k;Z %&45x45x45 lseh- eki d
s xM~Ms djuk d
Bksj feV~Vh 400 xM~Ms@gSDVj
14
00
0la[;k
13.4
013.4
01
87
60
0.0
01
87
60
0.0
0
c2
okuLifrd d
k;;Z%&ikS/ks jksi.k d
juk 1
40
00
la[;k3.0
03.0
04
20
00
.00
42
00
0.0
0
3ikS/kksa d
h dher
17
50
0la[;k
-5.0
0-
87
50
0.0
0
4ikS/kks d
ks miyC/k ikuh fiykuk 15 yhVj@ikS/kksa ikS/kksjksi.k d
s le; 1
40
00
la[;k1
.80
1.8
02
52
00
.00
25
20
0.0
0
5ikS/ks jksi.k d
s le; Mh,ih Mkyuk420.0
0fd-xzk-
-1
0.0
0-
42
00
.00
6ikS/kksa d
k ifjogu ikS/ks HkjkbZ ,oa [kkyh djkbZ lfgr 5
fdeh nwjh rd
ds fy,
17
50
0
la[;k@1000
-9
08
.21
-1
58
93
.68
7Fkkoyk cukuk d
e ls de 50 lseh v
)Z O;kl d
k lk/kkj.k tehu esa ¼ft-Lr-nj-v
uq-20111
40
00
la[;k2
.40
2.4
03
36
00
.00
33
60
0.0
0
8j[kj[kkc%&ikS/kksa d
ks miyC/k ikuh fiykuk 15 yhVjA ikS/kksa ¼ft-Lr-nj-v
uq-2011½1
40
00
0la[;k
1.8
01
.80
25
20
00
.00
25
20
00
.00
9ikS/kksa d
h fujkbZ xqMkbZ djuk 15 lseh xgjkbZ rd
,oa 45 lseh v
)ZO;kl rd
¼ft-Lr-nj-v
uq-2011½4
20
00
la[;k1
.20
1.2
05
04
00
.00
50
40
0.0
0
10ikuh d
k ifjogu 5 fdeh nwjh rd
ds fy,
21
00
00
0yhVj@1
-2
9.8
3-
62
64
3.0
0
11nhed
fu;U=.k gsrq ,UMksalYQku 4% pw.kZ
10
50
fd-xzk-
-1
2.0
0-
12
60
0.0
0
12
¼ft-Lr-nj-vuq-2011
21
00
0la[;k
0.2
10
.21
44
10
.00
44
10
.00
Watch
& w
ard9
63
37
5.0
03
37
5.0
03
24
00
0.0
03
24
00
0.0
0
;ksx5
95
21
0.0
07
78
04
6.6
8
;ksx7
78
04
6.6
8
tksMk 4% dUVkstsUlh
23
34
1.4
0
;ksx8
01
38
8.0
8
ykxr Je Hkkx
59
52
10
.00
ykxr lkexzh Hkkx2
06
17
8.0
8
dqy ;ksx
80
13
88
.08
Sa
y8
00
00
0.0
0
BL
OC
K: O
SIA
N
Ø-la-
MO
DE
L E
ST
IMA
TE
FO
R P
LA
NT
AT
ION
IN P
AS
TU
RE
fooj.kek=k
bdkbZ
nj
NA
ME
OF
WA
TE
RS
HE
D: N
EV
RA
RO
AD
(JOD
HP
UR
-XV
I)B
LO
CK
: OS
IAN
DIS
TR
ICT
: JOD
HP
UR
Je
dqy
Je
dqy
1uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk [kqnkbZ
djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k d
jukAl[r]fpd
uh]
10.8
0?k-eh
92.0
092.0
0993.6
0993.6
0
2flaxy lqij Q
kLQsV
150.0
0fd-xzk-
-3.6
0-
54
0.0
0
3;wfj;k
30.0
0fd-xzk-
5.0
0-
15
0.0
0
4dYpj iSfd
aV3.0
0la[;k
-10.0
0-
30
.00
;ksx9
93
.60
17
13
.60
;ksx1
71
3.6
0
tksMk 4% dUVkstsUlh
68
.54
;ksx1
78
2.1
4
ykxr Je Hkkx
99
3.6
0
ykxr lkexzh Hkkx7
88
.54
dqy ;ksx
13
7.7
78
17
82
.14
Sa
y1
80
0.0
0
ykxr rdehuk
nj
dk;Z d
k uke & dEiksLV fiV ;wfuV
Ø-la-
fooj.kek=k
bdkbZ
NA
ME
OF
WA
TE
RS
HE
D: N
EV
RA
RO
AD
(JOD
HP
UR
-XV
I)B
LO
CK
: OS
IAN
DIS
TR
ICT
: JOD
HP
UR
;wfuV dk {kS=Q
y% 0-20 gSDVs;j¼55 ikS/ks@;wfuV½
Je
dqy
Je
dqy
1uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk [kqnkbZ
djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k d
jukAl[r]fpd
uh]4
0.0
9?k-eh-
92.0
092.0
03
68
8.2
83
68
8.2
8
2xkscj d
h [kkn5
50
fd-xzk-
-2.5
0-
13
75
.00
3lqqijQ
kLQsV
20
fd-xzk-
-3.5
07
0.0
0
4
iksVk'k5.0
0fd-xzk-
-4
.00
-2
0.0
0
5;wfj;k
12
fd-xzk-
-5
.00
-6
0.0
0
6nhed
dh jksd
Fkke gsrq dhVuk'kd
nokbZ ¼,UMkslYQku 4%
pw.kZ½6
fd-xzk-
-1
2.0
07
2.0
0
7ikS/ks jksi.k d
juk ¼ft-Lr-nj-v
uq-2011½5
5la[;k
3.0
03
.00
16
5.0
01
65
.00
8
ikS/kksa dh d
her5
5la[;k
-1
5.0
0-
82
5.0
0
9ikS/kks ij yxus okys d
hMs edksMks d
s fu;aU=.k gsrq eksuksd
zksVksQkWl 36 b-lh
0.2
5yhVj
-3
60
.00
-9
0.0
0
10ikS/kksa essa moZjd
,oa nokbZ Mkyuk¼ft-Lr-nj-v
uq-2011½1
10
la[;k0
.21
0.2
12
3.1
02
3.1
0
;ksx3
87
6.3
86
38
8.3
8
;ksx6
38
8.3
8
tksMk 4% dUVkstsUlh
25
5.5
4
;ksx6
64
3.9
2
ykxr Je Hkkx
38
76
.38
ykxr lkexzh Hkkx2
76
7.5
4
dqy ;ksx
66
43
.92
Sa
y6
70
0.0
0
Ø-la-
fooj.kek=k
bdkbZ
ykxr rdehuk
dk;Z d
k uke& Qynkj ikS/kksa d
h ;wfuV
nj
;wfuV dk {kS=Q
y% 0-20gSDVs;j¼55 ikS/ks@;wfuV½
1uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd
feVV~h dk [kqnkbZ
djuk] ry d
ks dwVuk] ikuh Mkyuk]cxy d
ks laokjuk][kqnh feV~Vhd
ks ckgj fudkyuk] uhoa Hkjus d
s ckn [kkyh LFkkuksa d
ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d
ks 50 ehVj nwjh rd fuLrkj.k d
jukAl[r]fpd
uh]
2xkscj d
h [kkn3
lqqijQkLQ
sV4
iksVk'k5
;wfj;k6
nhed d
h jksdFkke gsrq d
hVuk'kd nokbZ ¼,UMkslYQ
ku 4% pw.kZ½
7ikS/ks jksi.k d
juk
8
ikS/kksa dh d
her9
ikS/kks ij yxus okys dhMs ed
ksMks ds fu;aU=.k gsrq
eksuksdzksVksQ
kWl 36 b-lh10
ikS/kksa essa moZjd ,oa nokbZ Mkyuk
10 ;wfuV
0.25 yhVj-@;wfuV 110
55 xMMs~ @ 0.22 fd-xzk-@xM~Mk=12.10 fd
-xzk- say 12.00 fd
-xzk-
55 xMMs~ @ 0.10 fd-xzk-@xM~Mk
=5.50 fd-xzk-
say 6.00 fd-xzk-
5555
55 xMMs~ @ 0.08 fd-xzk-@xM~Mk
=4.4 fd-xzk-
say 5.00 fd-xzk-
uke ty xzg.k {ks=& dk;Z d
k uke& Qynkj ikS/kksa d
h ;wfuV
xkWo dk uke %
Ø-la-
fooj.ky-xpkS-xx- = d
qy ek=k
55
x0
.90
x0
.90
x0
.90
= 4
0.0
9 ?k-eh
55
xMMs~ @ 10 fd-xzk-@xM~Mk
=550 fd-xzk-
foLr`r rdehuk
55 xMMs~ @ 0.35 fd-xzk-@xM~Mk
=19.25 fd-xzk-
say 20 fd-xzk-
NA
ME
OF
WA
TE
RS
HE
D: N
EV
RA
RO
AD
(JOD
HP
UR
-XV
I)B
LO
CK
: OS
IAN
DIS
TR
ICT
: JOD
HP
UR
{kS=Qy% 35 gSDVj
Je
dqy
Je
dqy
1pjkxkg gsrq ?kkl cht cqokbZ d
k;Z 6 ls 8 fd-xzzk-
@gsSDVj VªsDVj }kjk tqrkbZ ls
35.0
0?k-eh
41.0
0781.2
51435.0
027343.7
5
2
cht dh jkf'k ¼/kke.k½
280.0
0fd-xzk-
-61.5
0-
17
22
0.0
0
;ksx1
43
5.0
04
45
63
.75
;ksx4
45
63
.75
tksMk 4% dUVkstsUlh
17
82
.55
;ksx4
63
46
.30
ykxr Je Hkkx
14
35
.00
ykxr lkexzh Hkkx4
49
11
.30
dqy ;ksx
46
34
6.3
0
Sa
y4
60
00
.00
ykxr rdehuk
njØ-la-
fooj.k
uke ty xzg.k {ks=& dk;Z d
k uke & pjkxkg Hkwfe ij ?kkl cht cqokbZ dk;Z
xkWo dk uke %
ek=kbd
kbZ
ANICUT_STAND 2.00L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Panchayat
District Jodhpur
Name of Scheme IWMP
Name of Village Osian ,Nevra Road
Panchayat Samiti Osian
Name of Project Nevra Road (Jodhpur XVI)
This project is taken in IWMP Scheme.The proposed anicut will not only reduce
velocity of the runoff but also prevent the gullies from furthure soil erosion at the
same time it will be very much fruitful in recharging of downstream wells as well as
it will increase the moisture content of the soil . So an it improve its productivity the
retain water behind the structure can also be used for irrigation , and driniking
water for anmimals . The cross section and L-section have been surveyed by
dumpy level and catchment area has been taken from G.T. sheet / Revenue map.
Basic Data of Project
=
1 Catch ment Area = 60 Ha.
2 Maxmium Rain fall intencity = 5 Cm./hr.
3 General nature of catchment Area
a. Agricultural land = 10 Ha.
b. Nonarable land Land = 50 Ha.
4 Height of crest above G.L. = 0.9 M.
5 Flood lift = 0.4 M.
6 Free board = 0.2 M.
TECHNICAL REPORT
TN 51-52
ANICUT_STAND 2.00L Ashu Comp
7 Top width of Head wall = 0.8 M.
8 Bottom width of Head wall = 1.80 M.
9 Width of concrete Bed = 2.10 M.
10 Length of crest = 10 M.
11 Percentage slope of land = 2.00
12 No. of well benifited = 4
13 No of farmer benifited =
a. S.C. = 7
b. S.T. = 0
c. Others = 33
Total = 40
TN 51-52
ANICUT_STAND 2.00L Ashu Comp
14 Area to be benifited =
a. S.C. =
b. S.T. = 20
c. Others = 0
Total = 110
15 =
a. a)Raito of concrete at bed =
( Cement : Sand :Aggregate)(1:4:8) =
b. b) Raito of Masonary fondation & Super structure =
Cement Mortar(1:6) =
c. c) Raito of plastering and flush pointing of 25 mm. =
Cement Mortar(1:6) =
d Raito of Kharanja in cement mortar =
16 Cost of Project = 200000.00
a. Labour component = 74150
b. Material component = 118167
c. Contingency = 7682
Rates are as per GKN 2011 Jodhpur wef 1.1.2011
The Estimate are here with submitted for technical approvel an necessary action
TN 51-52
ANICUT_STAND 2.00L Ashu Comp
Name of work
Catch ment Area 60 Ha.
Maxmium Rain fall intencity 5 Cm/hr
General nature of catchment Area
Agricultural land 10
Non arable land Land 50
Height of crest above G.L. 0.9
Length of crest 10
Percentage slope of land 2.00
No. of well benifited 4
No of farmer benifited 40
Construction of WHS
TN 51-52
ANICUT_STAND 2.00L Ashu Comp
S.C. 7
S.T.
Others 33
Total 40
Area to be benifited
S.C. 20
S.T. 0
Others 110
Total 130
GKN 2011 Jodhpur
TN 51-52
ANICUT_STAND 2.00L Ashu Comp
A
Name of work-: Construction of WHS
I Available crest length 10 M
ii Total catchment Area 60 Ha. As per G.T.Sheet
iii Peak Runoff Rate
a) By Rational Method Use when catchment is <1300Ha. C= Coefficient of runoff 0.5
Qp = 0.0276 CIA Q=Run off in m3/sec. I= Intensity of rain fall in cm/hr. 5
C= Coefficient of runoff 0.5 A= Catchment Area in Ha. 60
K = L3/2
/H1/2
I= Intensity of rain fall in cm/hr. 5 L=Maxmium length of travel by runoff 500
K = 3535.5 A= Catchment Area in Ha. 60 H= Difference in elevation between m 10
Tc = 0.0195K0.77
L=Maxmium length of travel by runoff water in m. 500 point and and outlet point in meter
Tc = 10.53 H= Difference in elevation between most remote 10 h= Head over the crest in mt 0.39 0.4
point and and outlet point in meter Df= Fetch length in meter 120
Qp= 0.0276 0.50 X 5 X 60 Fb =Free board 10 0.23 0.2
Qp = 4.14 Top width Tw= 0.80 0.8
Height of cerst 0.9 0.9
b) By weir formula Bottom Width of Head wall Bw 1.52 1.80
Lenth of Head wall extension 2.30 3
Lenth of Head wall extension Right= 3.0
Q = 1.71Lh3/2
Length of side wall= 2.33 2.65
4.14 = 1.71 10 h3/2 Bottom Width of Side wall 1.12 1
0.8
h 0.39 Length of wing wall 0.90 1
Say h= 0.4
3 Free Board hw= Wave height in meter
Desgin calculation of WHS
Desgin 53-54
ANICUT_STAND 2.00L Ashu Comp
Fb= 1.5hw Df= Fetch length in meter 120 Meter.
1.5X0.014(Df)1/2
Fb= 0.23
Say Fb= 0.2
(B) STRUCTURAL DESGIN
1 Head wall
a) Height of Head wall H= 0.9
b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3
(P-1)1/2
Tw= 0.35
Top width= 0.8
© Bottom width Bw Tw+0.8H
Bw= 1.52
So Bottom Width= 1.80 Meter
Desgin 53-54
ANICUT_STAND 2.00L Ashu Comp
2 Head wall extension
a) Length= H+h+1+Fb
0.9 + 0.4 + 1 + = 2.30 Meter
say Length of Right side wall = 3 Meter
say Length of left side wall = 3.0 Meter
b) Height of Head Extensionwall = H+h+Fb
0.9 + 0.4 + 0.2 = 1.5 Meter
c) Top width 0.6 Meter
d) Bottom Width= 0.5(H+h) = 0.5( 0.9 + 0.4 )= 0.65 Meter
3 Side wall
a) Length= 1.75H+0.75h+0.45 = 2.33
But as per site condition= 2.7 Meter
b) Height:
At H.W.End= H+h+Fb 0.9 + 0.4 + 0.2 = 1.5 Meter
At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter
c) Top width= 0.6 Meter
d) Bottom width=
At H.W.End= 0.6+0.4(H+h) 1.1 Meter
At W.W.End= 0.6+0.4(1.5h) 0.8 Meter
But taken as= 1.0 Meter
4 Wing wall
a) Height h+Fb 0.4 + 0.2 = 0.6 Meter
b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 1.00 M
c) Top width 0.6 Meter
Bottom width of wing wall 0.6 Meter
5 Apron
a) Length= 10 Meter
b) Width= H+h+Fb 0.9 + 0.4 + 0.2 1.5 Meter
c) Thickness 0.6 Meter
Desgin 53-54
ANICUT_STAND 2.00L Ashu Comp
6 Toe wall
a) Length= 10 Meter
b) Width= 0.3 Meter
Desgin 53-54
ANICUT_STAND 2.00L Ashu Comp
FREE BODY DIAGRAM
a= 0.8
b= 1.80
H= 0.9
h= 0.4
a
H
b
b/3 2b/3
cw(H+H)
W(H+h)
X
W1
W2
U
fa
H/3
fb
H/3
FBD 55-56
ANICUT_STAND 2.00L Ashu Comp
Specific Wt. Of masonary P= 2.3 T/m3
Specific Wt. of water w= 1 T/m3
Cofficient of uplift pressure c= 0.6
cofficient of friction atbed surface and creep length = 0.75
Weight of Dam-:
Weight of Dam-:
W1= aHP
W1= T 1.656 T
b-a 1.035 T
2HP=W2=
U
FBD 55-56
ANICUT_STAND 2.00L Ashu Comp
W= W1+W2= 1.656 + 1.035 = 2.691 T
Water pressure
At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2
At Depth H+h= P2 = w(H+h) =
1( 0.90 + 0.4 ) = 1.3 T/m2
Force aching due to water pressure I.e. Net horizontal
Water force P1+ P2
2 = 0.765 T/m2
Horizontal water pressure at depth h =Fa= wHh= = 0.36 T
At depth H+h = Fb= P2-P1 = 0.405 T
2
Force due to water column at crest F3 = wha= = 0.32 T
Up lift pressure U = 1/2 cwb (H+h) = 0.702 T
H
H=P=
FBD 55-56
ANICUT_STAND 2.00L Ashu Comp
1 Safety against over turning
Over turning moment Mo = H H 2
2 3 3
0.9 0.9 2
2 3 3
Mo= 1.126
Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)
Mr=
Mr= 2.318 + 0.690 + 0.448 = 3.46
Mr 3.456
Mo 1.126
Structure is safe against over turning
2 Safety against Rupture from tension
Net Vertical Pressure V = W1+W2+F3-U
1.656 + 1.035 + 0.32 - 0.702 = 2.309
Position of resultant where it cut the base
Excess moment(Mr-Mo) 3.456 - 1.126
2.309
STABILITY CHECKS
1.01X=
Net vertical force
= =
Factor of safety = 3.07
u
+ 0.7
>1.5 Hence
1.800.36 0.405+
bFa + Fb +
SC 57-58
ANICUT_STAND 2.00L Ashu Comp
TRUE
3 Safety against crusing
Eccentricity e = b/2-X
-0.11
Crusting stress at the toe of theHead wall
Pc= V (1+_6e/b)
b
Pc= 0.81537
Pc<<20 Hence it is safe
SC 57-58
ANICUT_STAND 2.00L Ashu Comp
4 Safety against sliding
Net vertical Force V= 2.309 T
Restorin force = uV = 0.70 X 2.309 (u=0.65 to 0.75)
1.6163 T
Sliding force Net horizontal force= Fa+Fb
0.36 + 0.405 = 0.765 T
Factor of safety = Restoring force 1.616
Sliding force 0.765
Hence it is safe
=
= 2.113 >1.3 Hence
SC 57-58
ANICUT_STAND 2.00L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Osian ,Nevra road 0.9
Name of Scheme IWMP 0.3 M.
Name of Project Nevra road (jodhpur XVI) 10 M.
General features of anicut-: 2.0 M
Height of crest= 0.9 M.
Length of Crest 10 M.
Depth of foundation for H.W. = 2.0 M. Length of wing wall= 1.0 M. 1.8 M
Bottom width of H.W. = 1.8 M. Height of Wing wall= 0.6 M. 0.8 M
Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M. 3.0 M
Length of H.W.Ext = 3.0 M. Depth of foundation for Wing wall = 0.9 M. 1.5 M
Height of H.W.Ext. at H.W. = 1.5 M. Height of Toewall= 0.30 M. 0.6 M
Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. 0.7 M
Bottom width for H.W.Ext. 0.7 M. Depth of foundation for Toe wall = 0.9 M. 1.2 M
Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M. 2.7 M
Length of side wall= 2.7 M. Width of Apron = 1.5 M. 1.0 M
Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M. 0.6 M
Height of side wall at W.W.End= 0.60 M. 1.2 M
Depth of foundation for side wall 1.2 M. 1.0 M
S.No. No L B H 0.6 M
1 0.6 M
0.9 M
0.30 M
0.3 M
DETAILED ESTIMATE OF WHS
Quantity
Dag belling 5cm. To 7.5cm deep( As per
item no. page of W.D.& S.C. BSR of
Jodhpur circle
Item
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
Total0.9 M
20.6 M
1.5 M
0 X 0.0 = 0 Sqm.L 18 m
Cutting and clearing of ordinary jungle
includling bushes shrubs and disposal as
per instructrion of engineer incharge
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
3TW 1.5 4.25 m
2 m
Total Cum.
4
TotalCum
5
H.W. 1 X 10 X 2.1 X 2.0 = 42.00Cum.
H.W.Ext
Left1 X 3.0 X 0.7 X 3.2 = 6.24
Cum.
H.W.Ext
Right1 X 3.0 X 0.7 X 1.2 = 2.34
Cum.
S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.
W.W. 2 X 1.0 X 0.6 X 0.90 = 1.08Cum.
Earth work excavation for foundation in
dry or moist soil including ramming of
bottom scrapping of sides dipodal of soil
intial lift up to 1.5 m and lead up to 30M.
Benching of the base and depositing the
execavated material for bund for bund
canal dressing etc. all components
Earth work excavation for bund in hard
dry or moist soil including laying in layer
of 15cm. Breaking of clods dressing to
require profile with manual compaction
including intial lift up to 1.5 m and lead
up to 30M.
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
Apron 1 X 10 X 1.5 X 0.60 = 9.00Cum.
T.W. 1 X 10 X 0.30 X 0.9 = 2.70Cum.
Total 83.71Cum.
1 60%50.23
Cum.
2 30%25.11
Cum.
3 10%8.37
Cum.
70% of total soil58.60 Cum
Disintigrated rock
Ordinary rock
Execavation in Hard soil
Extra Lift of execavcated soil from
foundation abiove 1.5 M.
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
6
H.W. 1 X 10.0 X 2.1 X 0.3 = 6.30 Cum.
H.W.Ext 1 X 3 X 0.7 X 0.3 = 0.59 Cum.
1 X 3 X 0.7 X 0.3 = 0.59 Cum.
S.W. 2 X 2.65 X 0.65 X 0.3 = 1.03 Cum.
W.W. 2 X 1 X 0.6 X 0.3 = 0.36 Cum.
Apron 1 X 10.0 X 1.5 X 0.3 = 4.50 Cum.
T.W. 1 X 10.0 X 0.30 X 0.3 = 0.90 Cum.
Total 14.26 Cum.
7
H.W. 1 X 10.0 X 1.8 X 1.7 = 30.60 Cum.
H.W.Ext 1 X 3.0 X 0.7 X 0.9 = 1.76 Cum.
8
Providing and laying of cement concrete
well mixed in cement mortar 1:3:6 laying
in position complete excluding curing with
maxmium size of aggregate up to 50 mm.
etc. complete
using
I n Foundation Stone masonary cement
sand mortar(1:6) for above 30 cm. Thick
wall
In super structure Stone masonary above
30 cm. Thick in cement sand mortar(1:6)
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
H.W. 1 X 10.0 X 1.3 X 0.9 = 11.70 Cum.
H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.
H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.
S.W. 2 X 2.7 X 0.8 X 1.05 = 4.45 Cum.
W.W. 2 X 1.0 X 0.6 X 0.6 = 0.72 Cum.
T.W. 1 X 10.0 X 0.30 X 0.30 = 0.90 Cum.
Total 23.40 Cum.
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
9
Apron 1 X 10.0 X 1.5 X 0.30 4.50 Cum.
Total 4.50 Cum.
10
H.W. 1 X 10.0 X 0.8 X 0.05 = 0.40 Cum.
H.W.Ext 1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.
1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.
S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.
W.W. 2 X 1.0 X 0.6 X 0.05 = 0.06 Cum.
T.W. 1 X 10.0 X 0.30 X 0.05 = 0.15 Cum.
Apron 1 X 10.0 X 1.50 X 0.1 = 1.50 Cum.
Total 2.45 Cum.
11
H.W. 1 X 10.0 X 1.35 = 13.45 Sqm.
Total 13.45 Sqm.
1220 m.m thick plastering on new surface in
cement mortar (1:4)
Stone Kharanja in cement mortar 1:6 for
bed and floor including cpaction etc.
complete apron
Providing and laying of cement concrete
well mixed in cement mortar 1:2:4 laying
in position complete excluding curing with
maxmium size of aggregate up to 20 mm.
etc. complete
Flush pointing in cement motar (1:3)
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
S.No. No L B H 0.6 MQuantityItem
H.W.1 X 10.0 X 0.9 = 9.00 Sqm.
H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.
H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.
S.S2 X 2.7 X 1.5 = 7.95 Sqm.
W.W.2 X 1.0 X 0.6 = 1.20 Sqm.
T.W. 2X
10.0X
0.3= 6.00 Sqm.
Total=
33.15Sqm.
E/W in excavation for embakement2 X 18 X 4.25 X 2
306.00 cum
13
10.0 X 10.00 X 0.23 23.00 Cum
Dry stone pitching of Hammer dressed
witch packing of voids of small stone
including all lifts in require profile (23 cm
depth)
D E 61-64
ANICUT_STAND 2.00L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village
Name of Scheme IWMP
S.No.
1
0.00 Cum. 0.38 0
2
0 Sqm. 0.70 0
3
0 Cum. 0
4
0 Cum. 92.00 0
5
83.71 Cum. 0
50.23 Cum. 92.00 4620.9 92.00 4620.9024
25.11 Cum. 134.00 3365.22 134.00 3365.2224
8.37 Cum. 178.00 1490.07 178.00 1490.0736
6
58.60 Cum. 10.80 632.863 10.80 632.86272
7
14.26 Cum. 320.1 4565.75 1894.0 27015.069
8
39.55 Cum. 419.8 16603.3 1503.00 59444.402
9 23.40 Cum. 554.8 12980.7 1641.00 38394.477
Rate
Providing and laying of cement
concrete well mixed in cement
mortar 1:3:6 laying in position
complete excluding curing with I n Foundation Stone masonary
cement sand mortar(1:6) for
Extra Lift of execavcated soil from
foundation abiove 1.5 M.
Benching of the base and
depositing the execavated
material for bund for bund canal Earth work excavation for bund in
hard dry or moist soil including
laying in layer of 15cm. Breaking Earth work excavation for
foundation in dry or moist soil
including ramming of bottom Execavation in Hard soil
Unit Lab.rate
In super structure Stone
L.Amount Amount
Disintigrated rock
Ordinary rock
Abstract of Cost of WHS
Cutting and clearing of ordinary
jungle includling bushes shrubs
and disposal as per instructrion of
Dag belling 5cm. To 7.5cm deep(
As per item no. page of W.D.&
Item Quatity
Abs72-73
ANICUT_STAND 2.00L Ashu Comp
masonary above 30 cm. Thick in
cement sand mortar(1:6)
Abs72-73
ANICUT_STAND 2.00L Ashu Comp
10
4.50 Cum. 419.8 1889.1 1503.0 6763.5
11
2.45 Cum. 247.1 605.148 2324.0 5691.476
12 Flush pointing in cement motar (1:3 13.45 Sqm. 39.8 535.454 48.00 645.77395
13
33.15 Sqm. 25.7 851.955 133.00 4408.95
14 306.00 Cum. 85 26010 85.00 26010
15
23.00 Cum. 174.8 590.00 13570
74150.4 Total 192052.71
TOTAL 192053
Contingency % 7682
Say total Cost 199735
200000.00
Stone Kharanja in cement mortar
1:6 for bed and floor including
cpaction etc. complete apronProviding and laying of cement
concrete well mixed in cement
mortar 1:2:4 laying in position
complete excluding curing with
20 m.m thick plastering on new
surface in cement mortar (1:4)
Dry stone pitching of Hammer
dressed witch packing of voids of
small stone including all lifts in
require profile (23 cm depth)
E/W forEmbakment
Abs72-73
ANICUT_STAND 2.00L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village
Name of Scheme IWMP
S.No. ITEM Quantity Cement Sand Aggrigate Stone
Cum / Sqm Begs Cum Cum Cum
1 Cement Concrete (1:4:8) 14.26 45.64 6.42 12.84_
2 Plaster in C.C. (1:4) 33.15 5.62 0.80_ _
3 Massonary in Cement sand mortar 1:6 62.95 88.13 18.88 _ 62.95
4 Pointing in Cement 13.45 0.55 0.06 _ _
5 Stone Kharanja in cement mortar (1:6) 4.50 6.3 1.35 _ 4.5
6 Cement concrete coping(1:2:4) 2.45 14.30 1.00 2.01
7 Dry Stone Pitching 23.00 _ _ _ 23.00
TOTAL 160.55 28.51 14.85 90.45
Say Bags 161or 8.05 MT.
1 Cement 8.05 MT.
2 Sand 28.51 Cum.
3 Stones 90.45 Cum.
4 Aggregates 14.85 Cum.
Prepared By Recommonded By
Material Statement
Material 67
ANICUT_STAND 2.00L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Osian ,Nevra Road
Name of Scheme IWMP A
c
3 10.0 3
H.W.Ext.
H.W. 0.8
1.1
c
S.W.
0.6
B 2.7 B
APRON 1.5
0.8
T.W. 0.3
TYPICAL PLAN AND SECTION OF WHS
0.6
1.00
W.W
.
W.W
PLAN1
A
Preapared By Recommended By
A.En.
J.En.
PLAN
Drg 59-60
ANICUT_STAND 2.00L Ashu Comp
0.6
0.8
0.9
0.6
0.3
1.8
2
0.3
SECTION ON A-A'
0.6
1.5
B.L.
1
1.2
C-C' SECTION ON H.W.Ext.
B-B' SECTION OF S.W.
1.5
BED LEVEL
Drg 59-60
ANICUT_STAND4L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Panchayat
District Jodhpur
Name of Scheme IWMP
Name of Village Osian, Nevra Road
Panchayat Samiti Osian
Name of project Nevra Road (Jodhpur XVI)
This project is taken in IWMP Scheme.The proposed anicut will not only reduce
velocity of the runoff but also prevent the gullies from furthure soil erosion at the
same time it will be very much fruitful in recharging of downstream wells as well as
it will increase the moisture content of the soil . So an it improve its productivity the
retain water behind the structure can also be used for irrigation , and driniking
water for anmimals . The cross section and L-section have been surveyed by
dumpy level and catchment area has been taken from G.T. sheet / Revenue map.
Basic Data of Project
=
1 Catch ment Area = 200 Ha.
2 Maxmium Rain fall intencity = 3 Cm./hr.
3 General nature of catchment Area
a. Agricultural land = 120 Ha.
b. Nonarable land Land = 80 Ha.
4 Height of crest above G.L. = 1.2 M.
5 Flood lift = 0.4 M.
6 Free board = 0.2 M.
7 Top width of Head wall = 0.8 M.
8 Bottom width of Head wall = 2.40 M.
9 Width of concrete Bed = 2.70 M.
TECHNICAL REPORT
TN 51-52
ANICUT_STAND4L Ashu Comp
10 Length of crest = 16 M.
11 Percentage slope of land = 8.00
12 No. of well benifited = 12
13 No of farmer benifited =
a. S.C. = 25
b. S.T. = 0
c. Others = 45
Total = 70
TN 51-52
ANICUT_STAND4L Ashu Comp
14 Area to be benifited =
a. S.C. =
b. S.T. = 25
c. Others = 0
Total = 125
15 =
a. a)Raito of concrete at bed =
( Cement : Sand :Aggregate)(1:4:8) =
b. b) Raito of Masonary fondation & Super structure =
Cement Mortar(1:6) =
c. c) Raito of plastering and flush pointing of 25 mm. =
Cement Mortar(1:6) =
d Raito of Kharanja in cement mortar =
16 Cost of Project = 400000.00
a. Labour component = 142463
b. Material component = 242191
c. Contingency = 15347
Rates are as per GKN 2011 Jodhpur wef 1.1.2011
The Estimate are here with submitted for technical approvel an necessary action
TN 51-52
ANICUT_STAND4L Ashu Comp
Name of work
Catch ment Area 200 Ha.
Maxmium Rain fall intencity 3 Cm/hr
General nature of catchment Area
Agricultural land 120
Non arable land Land 80
Height of crest above G.L. 1.2
Length of crest 16
Percentage slope of land 8.00
No. of well benifited 12
No of farmer benifited 70
S.C. 25
S.T.
Others 45
Construction of WHS
TN 51-52
ANICUT_STAND4L Ashu Comp
Total 70
Area to be benifited
S.C. 25
S.T. 0
Others 125
Total 150
GKN 2011 Jodhpur
TN 51-52
ANICUT_STAND4L Ashu Comp
A
Name of work-:
I Available crest length 16 M
ii Total catchment Area 200 Ha. As per G.T.Sheet
iii Peak Runoff Rate
a) By Rational Method Use when catchment is <1300Ha.
Qp = 0.0276 CIA Q=Run off in m3/sec.
C= Coefficient of runoff 0.5
K = L3/2
/H1/2
I= Intensity of rain fall in cm/hr. 3
K = 3535.5 A= Catchment Area in Ha. 200
Tc = 0.0195K0.77
L=Maxmium length of travel by runoff water in m. 1000
Tc = 10.53 H= Difference in elevation between most remote 80
point and and outlet point in meter
Qp= 0.0276 0.50 X 3 X 200
Qp = 8.28
b) By weir formula
Q = 1.71Lh3/2
8.28 = 1.71 16 h3/2
h 0.45
Say h= 0.4
3 Free Board hw= Wave height in meter
Fb= 1.5hw Df= Fetch length in meter 120 Meter.
1.5X0.014(Df)1/2
Fb= 0.23
Desgin calculation of WHS
Construction of WHS
Desgin 53-54
ANICUT_STAND4L Ashu Comp
Say Fb= 0.2
(B) STRUCTURAL DESGIN
1 Head wall
a) Height of Head wall H= 1.2
b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3
(P-1)1/2
Tw= 0.35
Top width= 0.8
© Bottom width Bw Tw+0.8H
Bw= 1.76
So Bottom Width= 2.40 Meter
Desgin 53-54
ANICUT_STAND4L Ashu Comp
2 Head wall extension
a) Length= H+h+1+Fb
1.2 + 0.4 + 1 + = 2.60 Meter
say Length of Right side wall = 5 Meter
say Length of left side wall = 8.0 Meter
b) Height of Head Extensionwall = H+h+Fb
1.2 + 0.4 + 0.2 = 1.8 Meter
c) Top width 0.6 Meter
d) Bottom Width= 0.5(H+h) = 0.5( 1.2 + 0.4 )= 0.80 Meter
3 Side wall
a) Length= 1.75H+0.75h+0.45 = 2.85
But as per site condition= 2.7 Meter
b) Height:
At H.W.End= H+h+Fb 1.2 + 0.4 + 0.2 = 1.8 Meter
At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter
c) Top width= 0.6 Meter
d) Bottom width=
At H.W.End= 0.6+0.4(H+h) 1.2 Meter
At W.W.End= 0.6+0.4(1.5h) 0.8 Meter
But taken as= 1.0 Meter
4 Wing wall
a) Height h+Fb 0.4 + 0.2 = 0.6 Meter
b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 2.00 M
c) Top width 0.6 Meter
Bottom width of wing wall 0.6 Meter
5 Apron
a) Length= 16 Meter
b) Width= H+h+Fb 1.2 + 0.4 + 0.2 1.8 Meter
c) Thickness 0.6 Meter
6 Toe wall
a) Length= 16 Meter
b) Width= 0.3 Meter
Desgin 53-54
ANICUT_STAND4L Ashu Comp
c) Height= 0.3 Meter
0 0
0 0
Desgin 53-54
ANICUT_STAND4L Ashu Comp
C= Coefficient of runoff 0.5
I= Intensity of rain fall in cm/hr. 3
A= Catchment Area in Ha. 200
L=Maxmium length of travel by runoff water in m. 1000
H= Difference in elevation between most remote 80
point and and outlet point in meter
h= Head over the crest in mtr. 0.45 0.4
Df= Fetch length in meter 120
Fb =Free board 0.23 0.2
Top width Tw= 0.80 0.8
Height of cerst 1.2 1.2
Bottom Width of Head wall Bw 1.76 2.40
Lenth of Head wall extension Left= 2.60 5
Lenth of Head wall extension Right= 8.0
Length of side wall= 2.85 2.65
Bottom Width of Side wall 1.24 1
0.8
Length of wing wall 0.90 2
Desgin 53-54
ANICUT_STAND4L Ashu Comp
Desgin 53-54
ANICUT_STAND4L Ashu Comp
Desgin 53-54
ANICUT_STAND4L Ashu Comp
Desgin 53-54
ANICUT_STAND4L Ashu Comp
FREE BODY DIAGRAM
a= 0.8
b= 2.40
H= 1.2
h= 0.4
a
H
b
b/3 2b/3
cw(H+H)
W(H+h)
X
W1
W2
U
fa
H/3
fb
H/3
FBD 55-56
ANICUT_STAND4L Ashu Comp
Specific Wt. Of masonary P= 2.3 T/m3
Specific Wt. of water w= 1 T/m3
Cofficient of uplift pressure c= 0.6
cofficient of friction atbed surface and creep length = 0.75
Weight of Dam-:
Weight of Dam-:
W1= aHP
W1= T 2.208 T
b-a 2.208 T
2HP=W2=
FBD 55-56
ANICUT_STAND4L Ashu Comp
W= W1+W2= 2.208 + 2.208 = 4.416 T
Water pressure
At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2
At Depth H+h= P2 = w(H+h) =
1( 1.20 + 0.4 ) = 1.6 T/m2
Force aching due to water pressure I.e. Net horizontal
Water force P1+ P2
2 = 1.2 T/m2
Horizontal water pressure at depth h =Fa= wHh= = 0.48 T
At depth H+h = Fb= P2-P1 = 0.72 T
2
Force due to water column at crest F3 = wha= = 0.32 T
Up lift pressure U = 1/2 cwb (H+h) = 1.152 T
0 0
0 0
H
H=P=
FBD 55-56
ANICUT_STAND4L Ashu Comp
1 Safety against over turning
Over turning moment Mo = H H 2
2 3 3
1.2 1.2 2
2 3 3
Mo= 2.419
Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)
Mr=
Mr= 4.416 + 2.355 + 0.640 = 7.41
Mr 7.411
Mo 2.419
Structure is safe against over turning
2 Safety against Rupture from tension
Net Vertical Pressure V = W1+W2+F3-U
2.208 + 2.208 + 0.32 - 1.152 = 3.584
Position of resultant where it cut the base
Excess moment(Mr-Mo) 7.411 - 2.419
3.584
TRUE
STABILITY CHECKS
1.39X=
Net vertical force
= =
Factor of safety = 3.063
u
+ 1.15
>1.5 Hence
2.400.48 0.720+
bFa + Fb +
SC 57-58
ANICUT_STAND4L Ashu Comp
3 Safety against crusing
Eccentricity e = b/2-X
-0.19
Crusting stress at the toe of theHead wall
Pc= V (1+_6e/b)
b
Pc= 0.773333
Pc<<20 Hence it is safe
SC 57-58
ANICUT_STAND4L Ashu Comp
4 Safety against sliding
Net vertical Force V= 3.584 T
Restorin force = uV = 0.70 X 3.584 (u=0.65 to 0.75)
2.5088 T
Sliding force Net horizontal force= Fa+Fb
0.48 + 0.72 = 1.2 T
Factor of safety = Restoring force 2.509
Sliding force 1.2
Hence it is safe
0 0
0 0
=
= 2.091 >1.3 Hence
SC 57-58
ANICUT_STAND4L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Height of crest= 1.2
Name of Scheme IWMP Thickness of C.C. in (1:4:8) 0.3 M.
Length of Crest 16 M.
General features of anicut-: Depth of foundation for H.W. = 2.0 M
Height of crest= 1.2 M.
Length of Crest 16 M.
Depth of foundation for H.W. = 2.0 M. Length of wing wall= 2.0 M. Bottom width of H.W. = 2.4 M
Bottom width of H.W. = 2.4 M. Height of Wing wall= 0.6 M. Top of H.W = 0.8 M
Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M. Length of H.W.Ext = 5.0 M
Length of H.W.Ext = 5.0 M. Depth of foundation for Wing wall = 0.9 M. Height of H.W.Ext. at H.W. = 1.8 M
Height of H.W.Ext. at H.W. = 1.8 M. Height of Toewall= 0.30 M. Top Width of H.W.Ext.= 0.6 M
Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. Bottom width for H.W.Ext. 0.8 M
Bottom width for H.W.Ext. 0.8 M. Depth of foundation for Toe wall = 0.9 M. Depth of foundation for H.W.Ext.= 1.2 M
Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M. Length of side wall= 2.7 M
Length of side wall= 2.7 M. Width of Apron = 1.8 M. Bottom Width of S.W. 1.0 M
Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M. Height of side wall at W.W.End= 0.6 M
Height of side wall at W.W.End= 0.60 M. Depth of foundation for side wall = 1.2 M
Depth of foundation for side wall 1.2 M. Length of wing wall= 2.0 M
S.No. No L B H Height of Wing wall= 0.6 M
1 Bopttom width of Wing wall= 0.6 M
Depth of foundation for Wing wall = 0.9 M
Height of Toewall= 0.30 M
Top & Bopttom width of Toe wall= 0.3 M
TotalDepth of foundation for Toe wall = 0.9 M
2Thickness of Apron= 0.6 M
DETAILED ESTIMATE OF WHS
Quantity
Dag belling 5cm. To 7.5cm deep( As per
item no. page of W.D.& S.C. BSR of
Jodhpur circle
Cutting and clearing of ordinary jungle
includling bushes shrubs and disposal as
NAME OF WATERSHED: JELU-GAGADI (JODHPUR XIV)
Item
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
Width of Apron = 1.8 M
0 X 0.0 = 0 Sqm.Embackment L 21 m
per instructrion of engineer incharge
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
3BW 8 TW 2 5 m
H 2.15 m
Total Cum.
4
TotalCum
5
H.W. 1 X 16 X 2.7 X 2.0 = 86.40Cum.
H.W.Ext
Left1 X 5.0 X 0.8 X 3.2 = 12.80
Cum.
H.W.Ext
Right1 X 8.0 X 0.8 X 1.2 = 7.68
Cum.
S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.
W.W. 2 X 2.0 X 0.6 X 0.90 = 2.16Cum.
Apron 1 X 16 X 1.8 X 0.60 = 17.28Cum.
T.W. 1 X 16 X 0.30 X 0.9 = 4.32Cum.
Earth work excavation for foundation in
dry or moist soil including ramming of
bottom scrapping of sides dipodal of soil
intial lift up to 1.5 m and lead up to 30M.
Earth work excavation for bund in hard
dry or moist soil including laying in layer
of 15cm. Breaking of clods dressing to
require profile with manual compaction
including intial lift up to 1.5 m and lead
up to 30M.
Benching of the base and depositing the
execavated material for bund for bund
canal dressing etc. all components
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
Total 150.99Cum.
1 30%45.30
Cum.
2 40%45.30
Cum.
3 30%60.40
Cum.
70% of total soil105.69 Cum
Execavation in Hard soil
Extra Lift of execavcated soil from
foundation abiove 1.5 M.
Execavation in ordinary murram
Execavation in compacted murram
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
6
H.W. 1 X 16.0 X 2.7 X 0.3 = 12.96 Cum.
H.W.Ext 1 X 5 X 0.8 X 0.3 = 1.20 Cum.
1 X 8 X 0.8 X 0.3 = 1.92 Cum.
S.W. 2 X 2.65 X 0.80 X 0.3 = 1.27 Cum.
W.W. 2 X 2 X 0.6 X 0.3 = 0.72 Cum.
Apron 1 X 16.0 X 1.8 X 0.3 = 8.64 Cum.
T.W. 1 X 16.0 X 0.30 X 0.3 = 1.44 Cum.
Total 28.15 Cum.
7
H.W. 1 X 16.0 X 2.4 X 1.7 = 65.28 Cum.
H.W.Ext 1 X 5.0 X 0.8 X 0.9 = 3.60 Cum.
H.W.Ext 1 X 8.0 X 0.8 X 0.9 = 5.76 Cum.
S.W. 2 X 2.7 X 0.80 X 0.9 = 3.82 Cum.
W.W. 4 X 2.0 X 0.6 X 0.6 = 2.88 Cum.
T.W. 1 X 16.0 X 0.15 X 0.6 = 1.44 Cum.
Total 82.78 Cum.
8
I n Foundation Stone masonary cement
sand mortar(1:6) for above 30 cm. Thick
wall
Providing and laying of cement concrete
well mixed in cement mortar 1:3:6 laying
in position complete excluding curing with
maxmium size of aggregate up to 50 mm.
etc. complete
using
In super structure Stone masonary above
30 cm. Thick in cement sand mortar(1:6)
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
H.W. 1 X 16.0 X 1.6 X 1.2 = 30.72 Cum.
H.W.Ext 1 X 5.0 X 0.7 X 1.8 = 6.30 Cum.
H.W.Ext 1 X 8.0 X 0.7 X 1.8 = 10.08 Cum.
S.W. 2 X 2.7 X 0.8 X 1.20 = 5.09 Cum.
W.W. 2 X 2.0 X 0.6 X 0.6 = 1.44 Cum.
T.W. 1 X 16.0 X 0.30 X 0.30 = 1.44 Cum.
Total 55.07 Cum.
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
9
Apron 1 X 16.0 X 1.8 X 0.30 8.64 Cum.
Total 8.64 Cum.
10
H.W. 1 X 16.0 X 0.8 X 0.05 = 0.64 Cum.
H.W.Ext 1 X 5.0 X 0.6 X 0.05 = 0.15 Cum.
1 X 8.0 X 0.6 X 0.05 = 0.24 Cum.
S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.
W.W. 2 X 2.0 X 0.6 X 0.05 = 0.12 Cum.
T.W. 1 X 16.0 X 0.30 X 0.05 = 0.24 Cum.
Apron 1 X 16.0 X 1.80 X 0.1 = 2.88 Cum.
Total 4.43 Cum.
11
H.W. 1 X 16.0 X 2 = 32.00 Sqm.
Total 32.00 Sqm.
12
H.W.1 X 16.0 X 1.2 = 19.20 Sqm.
Providing and laying of cement concrete
well mixed in cement mortar 1:2:4 laying
in position complete excluding curing with
maxmium size of aggregate up to 20 mm.
etc. complete
20 m.m thick plastering on new surface in
cement mortar (1:4)
Stone Kharanja in cement mortar 1:6 for
bed and floor including cpaction etc.
complete apron
Flush pointing in cement motar (1:3)
D E 61-64
ANICUT_STAND4L Ashu Comp
S.No. No L B H Height of Wing wall= 0.6 MQuantityItem
H.W.Ext.1 X 5.0 X 1.8 = 9.00 Sqm.
H.W.Ext.1 X 8.0 X 1.8 = 14.40 Sqm.
S.S2 X 2.7 X 1.8 = 9.54 Sqm.
W.W.2 X 2.0 X 0.6 = 2.40 Sqm.
T.W. 2X
16.0X
0.3= 9.60 Sqm.
Total=
64.14Sqm.
E/W in excavation for embakement2 X 21 X 5 X 2.15
451.50 cum
13
16.0 X 10.00 X 0.23 36.80 Cum
Dry stone pitching of Hammer dressed
witch packing of voids of small stone
including all lifts in require profile (23 cm
depth)
D E 61-64
ANICUT_STAND4L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Osian, Nevra Road
Name of Scheme IWMP
Name of project Nevra Road (Jodhpur XVI)
S.No.
1
0.00 Cum. 0.38 0
2
0 Sqm. 0.70 0
3
0 Cum. 0
4
0 Cum. 92.00 0
5
150.99 Cum. 0
45.30 Cum. 92.00 4167.38 92.00 4167.3792
45.30 Cum. 134.00 6069.88 134.00 6069.8784
60.40 Cum. 178.00 10750.6 178.00 10750.63
6
105.69 Cum. 10.80 1141.5 10.80 1141.4995
7
28.15 Cum. 320.1 9011.46 1894.0 53319.888
8
82.78 Cum. 419.8 34749.4 1503.00 124412.33
9 55.07 Cum. 554.8 30551.7 1641.00 90366.588
Extra Lift of execavcated soil from
foundation abiove 1.5 M.
Benching of the base and
depositing the execavated
material for bund for bund canal Earth work excavation for bund in
hard dry or moist soil including
laying in layer of 15cm. Breaking Earth work excavation for
foundation in dry or moist soil
including ramming of bottom
Execavation in Hard soil
Disintigrated rock
Ordinary rock
In super structure Stone
masonary above 30 cm. Thick in
cement sand mortar(1:6)
Providing and laying of cement
concrete well mixed in cement
mortar 1:3:6 laying in position
complete excluding curing with I n Foundation Stone masonary
cement sand mortar(1:6) for
Abstract of Cost of Anicut
Cutting and clearing of ordinary
jungle includling bushes shrubs
and disposal as per instructrion of
Dag belling 5cm. To 7.5cm deep(
As per item no. page of W.D.&
Item Quatity Unit Lab.rate L.Amount Rate Amount
Abs72-73
ANICUT_STAND4L Ashu Comp
10
8.64 Cum. 419.8 3627.07 1503.0 12985.92
11
4.43 Cum. 247.1 1094.41 2324.0 10292.996
12 Flush pointing in cement motar (1:3 32.00 Sqm. 39.8 1273.6 48.00 1536
13
64.14 Sqm. 25.7 1648.4 133.00 8530.62
14 451.50 Cum. 85 38377.5 85.00 38377.5
15
36.80 Cum. 174.8 590.00 21712
142463 Total 383663.23
TOTAL 383663
Contingency % 15347
Say total Cost 399010
400000.00
Prepared By Recommonded By
J.En. A.En.
Providing and laying of cement
concrete well mixed in cement
mortar 1:2:4 laying in position
complete excluding curing with
20 m.m thick plastering on new
surface in cement mortar (1:4)
Dry stone pitching of Hammer
dressed witch packing of voids of
small stone including all lifts in
require profile (23 cm depth)
E/W forEmbakment
Stone Kharanja in cement mortar
1:6 for bed and floor including
cpaction etc. complete apron
Abs72-73
ANICUT_STAND4L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Osian, Nevra Road
Name of Scheme IWMP
S.No. ITEM Quantity Cement Sand Aggrigate Stone
Cum / Sqm Begs Cum Cum Cum
1 Cement Concrete (1:4:8) 28.15 90.09 12.67 25.34_
2 Plaster in C.C. (1:4) 64.14 10.88 1.54_ _
3 Massonary in Cement sand mortar 1:6 137.84 192.98 41.35 _ 137.84
4 Pointing in Cement 32.00 1.32 0.13 _ _
5 Stone Kharanja in cement mortar (1:6) 8.64 12.096 2.592 _ 8.64
6 Cement concrete coping(1:2:4) 4.43 25.87 1.82 3.63
7 Dry Stone Pitching 36.80 _ _ _ 36.80
TOTAL 333.23 60.10 28.97 183.28
Say Bags 334or 16.70 MT.
1 Cement 16.7 MT.
2 Sand 60.10 Cum.
3 Stones 183.28 Cum.
4 Aggregates 28.97 Cum.
Prepared By Recommonded By
J.En. A.En.
Material Statement
Material 67
ANICUT_STAND4L Ashu Comp
NAME OF WORK Construction of Water Harvesting structure
Name of Village Osian, Nevra Road
Name of Scheme IWMP A
c
5 16.0 5
H.W.Ext.
H.W. 0.8
1.2
c
S.W.
0.6
B 2.7 B
APRON 1.8
0.8
T.W. 0.3
TYPICAL PLAN AND SECTION OF ANICUT
0.6
1.60
W.W
.
W.W
PLAN2
A
0 0
0
0
PLAN
Drg 59-60
ANICUT_STAND4L Ashu Comp
0.6
0.8
1.2
0.6
0.3
2.4
2
0.3
SECTION ON A-A'
0.6
1.8
B.L.
1
1.2
C-C' SECTION ON H.W.Ext.
B-B' SECTION OF S.W.
1.8
BED LEVEL
Drg 59-60
ANICUT_STAND4L Ashu Comp
Drg 59-60
ANICUT_STAND4L Ashu Comp
Drg 59-60
ANICUT_STAND4L Ashu Comp
Drg 59-60
ANICUT_STAND4L Ashu Comp
Drg 59-60
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na
ry1
36
.12
15
1.2
512
4fo?kfVr pêku
0
8G
.L to
P.L
12
9A
sla
tA
round
211
10.5
12
Do
or
11
.51.5
1
13
Ve
ntila
ter
-20
11
16
Flo
orin
g in
sid
eC
em
ent
17
8.5
25
11
17
Flo
orin
g o
n to
pC
em
ent
11
22.6
95
11
De
du
ctio
n1
1.5
1.5
1
B/W
DE
TA
ILS
OF
WO
RK
AN
D A
BS
TR
AC
T O
F C
OS
T
LB
WQ
ty.
Qyy.m
ks
Lab
.rateto
tal ratelab
amt
total am
t.
10
.78
51
31
31
21
59
1.9
8
0.7
85
20
.52
26
4.3
7
00
16
56
.35
46
.87
47
05
cu
m.
68
.00
68
.00
31
87
.47
99
31
87
.47
99
Extra L
ift
First lift
10
.78
51
31
35
66
3.3
25
18
.77
20
98
cu
m.
8.0
08
.00
15
0.1
76
78
15
0.1
76
78
Seco
nd lift
20
.78
51
31
32
26
5.3
37
.50
88
39
cu
m.
16
.00
16
.00
12
0.1
41
42
12
0.1
41
42
20
.78
51
31
30
.56
6.3
32
5lh
e0000
66
.33
25
1.8
7cu
m.
24
5.0
01
51
0.0
04
58
.15
28
23
.70
30
0cu
m.
24
5.0
01
26
3.0
00
0.0
0
33
.14
11
.25
1.2
51
25
29
.87
5lh
e3
.14
20
.52
22
57
.48
3.1
42
0.5
1.5
2.5
24
1.3
87
5
0
10
28
.74
32
9.1
2cu
m.
37
0.8
01
45
3.0
01
07
97
.69
64
23
11
.36
4lh
e
21
01
0.5
10
10
0.2
80
cu
m.
94
4.0
03
52
0.0
02
64
.32
98
5.6
0
50
.78
51
2.5
12
.51
12
2.6
56
3lh
e0
gate
-11
.51
.51
-2.2
5
12
0.4
06
31
1.1
8sq
m.
21
5.0
06
05
.00
24
03
.76
76
3.9
0
60
.78
51
2.5
12
.51
12
2.6
56
3lh
e-1
1.5
1.5
1-2
.25
12
0.4
06
31
1.1
8sq
m.
71
.80
17
8.0
08
02
.72
41
99
0.0
4
70
.78
51
01
01
78
.5
3.1
42
0.5
11
.59
6.5
55
0
17
5.0
55
16
.26
sq
m.
71
.80
17
8.0
01
16
7.4
68
28
94
.28
83
.14
10
11
2.5
39
2.5
0
39
2.5
36
.46
sq
m.
61
.30
11
1.0
02
23
4.9
98
40
47
.06
P/L
cemen
t con
crete in 1
:2:4
50
mm
thick
on
rooffin
g
S.N
oD
eta
ils o
f wo
rkN
o.
S.n
o.
;j
Jod
hp
ersto
ne
patti
roofin
gin
1:4
cemen
t mortar
Me
asu
rem
en
ts
Lin
tel in cem
ent m
ortar
25
mm
cemen
tp
lasterin
1:6
cemen
t mortar
Earth
work
inex
cavatio
nin
fou
nd
atinlift
1.5
man
dlead
up
to 5
0m
P/L
cemen
t con
crete in 1
:4:8
RR
SM
in fo
un
datio
n in
1:6
cemen
t mortar
P/L
cemen
t con
crete in 1
:6:1
2
un
der flo
or o
f catchm
ent
no
93
.14
12
.51
27
8.5
3.1
42
21
2.5
17
2.7
78
.57
.29
sq
m.
36
.30
45
.00
26
4.6
27
32
8.0
5
10
7.2
98
8.0
08
8.0
06
41
.52
64
1.5
2
10
11
.51
.51
2.2
5
2.2
50
.2sq
m.
68
.00
85
0.0
01
3.6
50
0.0
0
11
Catch
men
t of g
ravel/m
urru
m3
.14
25
.25
12
.75
0.5
50
5.4
41
91
4.3
04
00
5cu
m.
45
06
43
.68
14
.30
40
05
92
.80
13
27
.41
14
.30
40
05
cu
m.
26
26
37
1.9
04
13
37
1.9
0
14
.30
40
05
cu
m.
14
.31
4.3
20
4.5
47
27
20
4.5
5
07
MD
10
01
00
70
07
00
.00
00
0
23
78
3.0
53
69
99
0.8
51
Ra
te
Skille
d la
bo
325
Unskille
d l a
100
Lab
ou
rA
23
78
3.0
53
Wa
ter
Material
B4
62
07
.79
9
Total
C6
99
90
.85
1
27
99
.63
41
Total
(C+
D)
72
79
0.4
86
S.n
o.
Rate
Am
t.
1S
and
cum
.340
4340.871
8
24
0m
m ag
greg
atecu
m.
350
589.0
5
32
0m
m ag
greg
atecu
m.
500
645.3
5
4S
ton
ecu
m.
500
14560
5C
emen
tb
ag210
13466.6
129
61
5cm
. Th
ick lin
telcu
m.
2300
644
7S
ton
e slabsq
m285
3823.5
6
8D
oor
sqm
.850.0
0170
38239.4
447
2799.6
3406
41039.0
787
13.4
2
Total
0.2
00
64.1
P/F
iron
gate
12011
29.1
2
Qu
an
tity
60.2
9
0.2
8
Am
ou
nt
36.9
6
Flu
shp
oin
ting
in1
:3cem
ent
mortarC
.R. facin
gin
II sort
5743
23783
Un
itQ
ty.
12.77
1.6
8
Material req
uried
Ad
d 4
% fo
r co
nti. D
=(C
*0.0
4)
1.2
9
Am
t.
6029
21.1
95
M.R
ate
Actu
al M
.T
&P
dkjh
xj
etn
wj
kuh¼
jk'k
h½
00
.60
.00
5
01
5.9
374
esU
V fd
-xctjh
?k-e
hêh iR
Fkj d
hdkjh
xj
etn
wj
kuh¼
jk'k
h½
16
00
.45
0.9
0.1
1.6
30
.01
47
299.2
00
0.8
42
1.6
83
1265.0
01140
0.1
93.0
541.5
0839
esU
V fd
-xctjh
?k-e
hiR
Fkj
dkjh
xj
etn
wj
kuh¼
jk'k
h½
70
0.3
10
.71
1.4
0.0
14
5
2038.4
08
.74
29.1
21082.2
0896
20.6
84
0.7
7613.5
147
esU
V fd
-xctjh
?k-e
hRF
kjd
s fljn
y
dkjh
xj
etn
wj
kuh¼
jk'k
h½
0.2
82576.0
0
esU
V fd
-xctjh
?k-e
hF
kj d
h ifê
;ka
dkjh
xj
etn
wj
kuh¼
jk'k
h½
3.4
20
.09
1.2
0.5
50
.00
5
38.2
356
1.0
062
13.4
16
390.0
03
86.9
64
6.1
50.0
033.8
195
esU
V fd
-xctjh
?k-e
hêh iR
Fkj d
hdkjhxj
etnwj ikuh¼jk'kh½
25
.67
0.0
57
0.0
50
.19
0.4
10
.01
286.9
906
0.6
3726
0.5
59
106.2
0152.1
94
2.1
242
4.5
838
19.9
004
lhesUV fd-xzk
ctjh ?k-eh-fxêh iRFkj d
hdkjhxj
etnwj ikuh¼jk'kh½
15.6
0.0
22
0.0
45
0.1
50.2
30.0
145
253.6
56
0.3
5772
0.7
317
106.2
095.5
2.4
43.7
441.9
6706
lhesUV fd-xzk
ctjh ?k-eh-dkjhxj
etnwj ikuh¼jk'kh½
7.6
70
.03
20
.13
0.2
0.0
15
279.6
482
1.1
6672
49.7
043.0
94
4.7
47.2
960.7
059
dkjh
xj @
etn
wj v
ko';d
rk
lhesUV fd-xzk
ctjh ?k-eh-dkjhxj
etnwj ikuh¼jk'kh½
1.4
0.0
03
0.0
80
.11
0.0
15
10.2
06
0.0
2187
8.7
06
.90
.58
0.8
04
.92
07
5
dkjhxj
etnwj ikuh¼jk'kh½
njokts]0
.30
.30
07
82
.00
00
.10
.10
6366
2720.6
52
36.9
66
0.2
9832.2
7
To
tal
6652.3
32
4401.4
33
832.2
7
DR
AW
ING
OF
TA
NK
A
1.5
x1.5
C.C
. 1:2
:4
Gro
und L
eve
l
11.0
012.5
0
RR
Sto
ne
Ma
so
na
ry 1
:6
1'6
" Thic
k
C.C
. 1:4
:8
c.c
.in 1
:2:4
0.5
12
.50
10.0
0
12.0
0
DR
AW
ING
OF
TA
NK
A
1.5
x1.5
C.C
. 1:2
:4
Gro
und L
eve
l
10.0
0
12.0
0
13
12
.50
RR
Sto
ne
Ma
so
na
ry 1
:6
1'6
" Thic
k
C.C
. 1:4
:8
0.5
c.c
.in 1
:2:4
11.0
0
Na
me
of W
/S
:-
Na
me
of V
illag
e:-
Ne
vra
Ro
ad
, Big
am
i, Osia
n, D
hu
nd
ha
da
Na
me
of w
ork
:-T
an
ka
co
nstru
ctio
n
Am
ou
n7
59
42
Dia
BH
1C
om
ple
te O
/O1
13
01
3
2H
all I/I
11
01
2.5
5E
/W1
13
2.7
11
13
Ord
inary
soil
6C
on
cre
te1
13
2.7
10
.54
Hard
soil
7M
aso
na
ry1
36
.12
1.5
12
4D
isintig
rated ro
ck0
8G
.L to
P.L
12
9A
sla
tA
rou
21
11
0.5
12
Do
or
11
.51
.51
13
Ve
ntila
ter
-20
11
16
Flo
orin
g in
sid
eC
em
17
8.5
11
17
Flo
orin
g o
n to
pC
em
11
33
11
De
du
11
.51
.51
DE
TA
ILS
OF
WO
RK
AN
D A
BS
TR
AC
T O
F C
OS
T
LB
WQ
ty.
Qyy.
mks
Lab
.rat
e
total
rate
lab
amt
total
amt.
10
.78
51
3.5
13
.51
21
71
6.8
00
17
16
.84
8.5
9cu
m.
92
.00
92
.00
44
69
.85
44
69
.84
7
Extra L
ift
First lift
10
.78
51
3.5
13
.55
71
5.3
32
0.2
4cu
m.
10
.80
10
.80
21
8.6
34
21
8.6
33
8
Seco
nd
lift2
0.7
85
13
.51
3.5
22
86
.13
8.0
98
cu
m.
21
.60
21
.60
17
4.9
07
17
4.9
07
1
20
.78
51
3.5
13
.50
.57
1.5
33
0000
71
.53
32
.02
cu
m.
32
0.1
01
58
6.0
06
46
.60
23
20
3.7
2
33
.14
11
.51
.51
26
49
.98
0
64
9.9
81
8.4
0cu
m.
41
9.8
01
50
3.0
07
72
4.3
22
76
55
.20
4
21
01
0.5
10
10
0.2
80
cu
m.
94
4.0
03
59
8.0
02
64
.32
10
07
.44
50
.78
51
31
31
13
2.6
7
0
gat
e-1
1.5
1.5
1-2
.25
13
0.4
21
2.1
1sq
m.
21
8.5
06
09
.00
26
46
.04
73
74
.99
60
.78
51
31
31
13
2.6
7
-11
.51
.51
-2.2
5
13
0.4
21
2.1
1sq
m.
79
.80
18
6.0
09
66
.37
82
25
2.4
6
70
.78
51
01
01
78
.5
0
78
.57
.29
sq
m.
79
.80
18
6.0
05
81
.74
21
35
5.9
4
Lin
tel in cem
ent m
ortar
S.
No
De
tails
of w
ork
No
.
S.
no
;j
no
Me
asu
rem
en
ts
Earth
work
inex
cavatio
nin
fou
nd
atin lift 1
.5m
and
lead u
p
to 5
0m
P/L
cemen
t con
crete in 1
:4:8
RR
SM
in fo
un
datio
n in
1:6
cemen
t mo
rtar
P/L
cemen
t con
crete in 1
:2:4
50
mm
thick
on
roo
ffing
Jod
hp
ersto
ne
patti
roo
fing
in
1:4
cemen
t mo
rtar
Ne
vra
Ro
ad
(Jo
dh
pu
r XV
I)
83
.14
10
11
2.5
39
2.5
0
39
2.5
36
.46
sq
m.
67
.90
11
7.0
02
47
5.6
34
26
5.8
2
93
.14
13
12
81
.64
3.1
42
21
2.5
17
2.7
81
.64
7.5
8sq
m.
39
.80
48
.00
30
1.6
84
36
3.8
4
10
7.5
89
3.0
09
3.0
07
04
.94
70
4.9
4
10
11
.51
.51
2.2
5
2.2
50
.2sq
m.
05
00
.00
Iron
jali2
00
.00
11
3.1
43
33
31
0.8
62
8.8
8sq
m.
38
0.0
05
55
.00
10
97
2.8
16
02
6.0
6
12
Catch
men
t of g
ravel/m
urru
m3
.14
22
.51
00
.53
53
.25
9.9
97
cu
m.
45
04
49
.86
Carriag
e9
.99
7cu
m.
92
.80
92
7.7
2
Waterin
g an
d co
mp
action
9
.99
7cu
m.
37
37
36
9.8
88
36
9.8
9
13
1N
os.
01
50
0.0
0
00
0
32
51
7.7
73
02
1.2
7
Ra
te
Skille
32
5
Un
sk
13
5
Lab
ou
r
A3
25
17
.73
Wa
ter
Material
B4
05
03
.54
To
talC
73
02
1.2
7
29
20
.85
1
To
tal(C
+D
)7
59
42
.12
Sa
y R
s7
60
00
S.
no.
Rate
Am
t.
1S
and
cum
.3
803
63
3
24
0m
m ag
greg
atecu
m.
40
072
8
32
0m
m ag
greg
atecu
m.
55
05
11
.5
4S
ton
ecu
m.
575
10
580
5C
emen
tb
ag2
20
10
40
6
61
5cm
. Th
ick lin
telcu
m.
24
00
672
7S
ton
e slabsq
m3
00
43
59
8D
oo
rsq
m.
50
0
Han
d p
um
pN
os.
1.0
15
00
.00
15
00
Sto
ne ch
apsq
m.
30
.32
02
00
.00
60
64
3895
3
Co
ntig
ency
292
1
41
874
P/F
iron
gate
Flu
shp
oin
ting
in1
:3cem
ent
mo
rtar
Han
d p
um
p
1.82
0.93
C.R
. facingin
II sort
Qu
an
tity
44
.00
Am
ou
nt
29
.00
32
51
8
Sto
ne ch
ap b
ou
nd
ry in
1:4
cemen
t mo
rtar
25
mm
cemen
tp
lasterin
1:6
cemen
t mo
rtar
14
.53
Material req
uried
94
25
59
40
17
15
3
Un
itQ
ty.
Am
t.
Total
0.2
8
Ad
d4
%fo
rco
nti.
D=
(C*0
.04
)
1.0
00
9.56
47.3
18.4
0
DR
AW
ING
OF
TA
NK
A
1.5
x1
.5
C.C
. 1:2
:4
Gro
un
d L
eve
l
11.0
013.0
0
RR
Sto
ne
Ma
so
na
ry 1
:6
1'6
" Th
ick
C.C
. 1:4
:8
c.c
.in 1
:2:4
0.5
13
.00
10
.00
12.0
0
Nam
e o
f W/S
:-
Na
me
of V
illag
e:-
Ne
vra
Ro
ad
, Osia
n,B
iga
mi ,D
ho
nd
ha
da
Na
me
of w
ork
:-
Am
oun
84709.9
Dia
BH
1C
om
ple
te O
/O1
13
01
3
2H
all I/I
11
01
2.5
5E
/W1
132.7
11
13
Ord
inary
soil
6C
on
cre
te1
132.7
10
.54
Hard
soil
7M
aso
na
ry1
36.1
21
.51
24
Disin
tigrated
rock
0
8G
.L to
P.L
12
9A
sla
tA
rou
21
11
0.5
12
Do
or
11
.51
.51
13
Ve
ntila
ter
-20
11
16
Flo
orin
g in
sid
eC
em
17
8.5
11
17
Flo
orin
g o
n to
pC
em
11
33
11
De
du
11
.51
.51
DE
TA
ILS
OF
WO
RK
AN
D A
BS
TR
AC
T O
F C
OS
T
LB
WQ
ty.
Qyy.
mks
Lab
.rat
e
total
rate
lab
amt
total
amt.
10.7
85
13.5
13.5
12
1716.8
00
1716.8
48.5
9cum
.92.0
092.0
04469.8
54469.8
47
Ex
tra Lift
First lift
10.7
85
13.5
13.5
5715.3
31
20.2
4cum
.10.8
010.8
0218.6
34
218.6
338
Seco
nd lift
20.7
85
13.5
13.5
2286.1
33
8.0
98
cum
.21.6
021.6
0174.9
07
174.9
071
20.7
85
13.5
13.5
0.5
71.5
331
0000
71.5
331
2.0
2cum
.320.1
01586.0
0646.6
02
3203.7
2
33.1
411.5
1.5
12
649.9
8
0
649.9
818.4
0cum
.419.8
01503.0
07724.3
227655.2
0
4
210
10.5
10
10
0.2
80
cum
.944.0
03598.0
0264.3
21007.4
4
50.7
85
13
13
1132.6
65
0
gat
e-1
1.5
1.5
1-2
.25
130.4
15
12.1
1sqm
.218.5
0609.0
02646.0
47374.9
9
60.7
85
13
13
1132.6
65
-11.5
1.5
1-2
.25
130.4
15
12.1
1sqm
.79.8
0186.0
0966.3
78
2252.4
6
70.7
85
10
10
178.5
Ne
vra
Ro
ad
(Jo
dh
pu
r XV
I)
RR
SM
in fo
un
datio
n in
1:6
cemen
t mo
rtar
Measure
ments
S.
No
Deta
ils o
f work
No.
S.
no
;j
no
P/L
cemen
t concrete in
1:2
:4
50m
m th
ick o
n ro
offin
g
Jod
hper
ston
ep
attiro
ofin
gin
1:4
cemen
t mo
rtar
Lin
tel in cem
ent m
ortar
Earth
work
inex
cavatio
nin
fou
nd
atinlift
1.5
man
dlead
up
to 5
0m
P/L
cemen
t concrete in
1:4
:8
Ta
nka
co
nstru
ctio
n fo
r NR
EG
S
0
78.5
7.2
9sqm
.79.8
0186.0
0581.7
42
1355.9
4
83.1
410
112.5
392.5
0
392.5
36.4
6sqm
.67.9
0117.0
02475.6
34265.8
2
93.1
413
12
81.6
4
3.1
422
12.5
172.7
81.6
47.5
8sqm
.39.8
048.0
0301.6
84
363.8
4
10
7.5
893.0
093.0
0704.9
4704.9
4
10
11.5
1.5
12.2
5
2.2
50.2
sqm
.0
500.0
0
Iron jali
200.0
0
11
3.1
433
3310.8
628.8
8sqm
.380.0
0555.0
010972.8
16026.0
6
12
Catch
men
t of g
ravel/m
urru
m3.1
422.5
10
0.5
353.2
59.9
97
cum
.45
0449.8
6
Carriag
e9.9
97
cum
.92.8
0927.7
2
Waterin
g an
d co
mp
action
9.9
97
cum
.37
37
369.8
88
369.8
9
13
1N
os.
01500.0
0
00
0
32517.7
73021.2
7
14
40948.3
81451.7
9
To
tal
Rate
Skille
32
5
Un
sk
11
9
Lab
our
A40948.2
5
Wa
ter
Material
B40503.5
4
Total
C81451.7
9
3258.0
72
Total
(C+
D)
84709.8
6
Say R
s85000
S.
no.
Rate
Am
t.
1S
and
cum
.3
803
63
3
240m
m ag
greg
atecu
m.
40
0728
320m
m ag
greg
atecu
m.
55
05
11
.5
4S
ton
ecu
m.
575
10
580
5C
emen
tbag
22
01
04
06
61
5cm
. Th
ick lin
telcu
m.
24
00
672
7S
tone slab
sqm
30
04
35
9
8D
oo
rsq
m.
50
0
Han
d p
um
pN
os.
1.0
15
00
.00
15
00
Sto
ne ch
apsq
m.
30
.32
02
00
.00
60
64
3895
3
Co
ntig
ency
32
58
42
21
1
1.0
00
Add
4%
for
conti.
D=
(C*0
.04)
40
94
8
Han
d p
um
p
Material req
uried
13
00
0
Qty
.
Am
t.
95
20
18
42
8
Flu
shp
oin
ting
in1:3
cemen
t
mo
rtar
25m
mcem
ent
plaster
in1:6
cemen
t mo
rtar
47.3
1.82
0.93
P/F
iron g
ate
Sto
ne ch
ap b
oundry
in 1
:4
cemen
t mo
rtar
18.4
0
Un
it
Quantity
14.5
3
To
tal
C.R
. facingin
II sort
0.2
8
Am
ount
40
.00
Ch
an
ge
in la
bo
ur c
ost in
NR
EG
S
80
.00
9.56
DR
AW
ING
OF
TA
NK
A
1.5
x1
.5
C.C
. 1:2
:4
Gro
un
d L
eve
l
11
.00
13
.00
RR
Sto
ne
Ma
so
na
ry 1
:6
1'6
" Th
ick
C.C
. 1:4
:8
13.0
0
10
.00
12
.00
c.c
.in 1
:2:4
0.5
Construction of Waste Weir
SCHEME : IWMP BLOCK: OSIAN
DETAILS OF WORK AND ABSTRACT OF COST
L of HW Ht of SW Ht of HW
NAME OF WATERSHED: NEVRA ROAD(JODHPUR XVI) 18 5 2.5
y- pkS- Åa@x- QhV dqy eh- Je dqy Je dqy
1 2 8 3 3.25 156
4 3.5 3 3.25 136.5
1 17.5 4 3.5 245
0
0
0
537.5 15.21 cum. 92.00 92.00 1399.32 1399.32
2 2 8 3 0.5 24
4 3.5 3 0.5 21
1 17.5 4 0.5 35
0
0
80 2.26 cum. 320.10 1586.00 723.426 3584.36
3 2 8 2.5 2.75 110
4 3.5 2.5 2.75 96.25
2 17.5 3.5 3 367.5
0
573.75 16.23 cum. 419.80 1503.00 6813.35 24393.7
4 2 8 1.25 5 100
4 3.5 1.5 5 105
1 18 2.5 2.5 112.5
(3+2)/2
;ksx 317.5 8.98 cum. 554.80 1641.00 4982.1 14736.2
5 1 18 2.75 0.33333 16.5
0
16.5 0.46 cum. 174.80 590.00 80.408 271.4
6 dksfiax dk dk;Z C:C (1:2:4) 1 18 2.75 1 49.5
1 18 2 1 36
1 30 1.5 1 45
130.5 12.12 sqm. 79.80 186.00 967.176 2254.32
NAME OF WATERSHED: NEVRA ROAD(JODHPUR XVI)
Q'kZ ds uhps lq[ks iRFkjks dk [kajtk MkyukA
bZdkbZ nj jkf'k
vf/kjpuk esa lhesaV elkyk 1%8 es iRFkj dh pqukbZ dkdk;Z
uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZ rdfeêh dh [kqnkbZ djuk] ry dks dqVuk] ikuh Mkyuk cxydks laokjuk] [kqnh feêh dks ckgj fudkyuk uhoa Hkjus dsckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZfeêh dks 50 ehVj dh nwjh rd fuLrkj.k djuk
lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dhiRFkj fxÍh@bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk]rjkbZ lesrA
uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1% 3] 1 % 6 ;k 1 % 8 elkys es] e; cxy dh f>jh cUndjuk rFkk rjkbZ vkfnA
dk;Z dk fooj.k la- ek=kdz-la- fo'ks"k fooj.k
7 2 8 5 1 80
4 4 5 1 80 7.432 sqm.
2 18 2.5 1 90
mi ;ksx 250
dVksfr;ka 2 2 2.5 1 10
'ks"k 240 22.29 sqm. 39.80 48.40 887.142 1078.84
15852 47718
Rate
Skilled labour 325
Unskilled labour 135
Water JeA 15852
lkexzh B 31866
Upto plinth lhesaV 2 dqy C 47718
lhesaV 2 1908.72
dqy (C+D) 49626.7
Say 50000
dz- dqy lkexzh vko';drk nj jkf'k cft
1 pwuk fd-xzk- 2.25 0
2 jsr@ctjh ?k-eh- 380 3385.8 315
3 fxêh iRFkj dh 40 fe-eh- ukeh; eki dh ?k-eh- 400 800 70.7
4 fxêh iRFkj dh 20 fe-eh- ukeh; eki dh ?k-eh- 550 302.5 19.4
5 iRFkj ?k-eh- 575 14490 890
6 lhesUV fd-xzk- 220 8714.68 39.6 Bag
27693
vU; 1908.72
dqy ;ksx 29601.7
0.55
1980.61
25.2
57.00 7695
546
16041
bZdkbZ ek=k
0.0
8.910000
2.0
Add 3% for conti. D=(C*0.04)
Quantity Amount
24.00 7800
jkf'k
iRFkj dh pqukbZ ij lhes.V elkyk 1:3 ls Vhiks dk dk;Z
CROSS SECTION AT A A'
2.0'
1' 6"
5.0
2.5
2' 6"
8.0 '
Construction of Waste Weir
8.0
3.5
1' 6"
A A'
18
2' 6"
Construction of Waste Weir
PLAN
Scheme :- IWMP Panchayat Samiti : Osian
Watershed :- Nevra Road (Jodhpur XVI) District :- Jodhpur
MODEL ESTIMATE FOR ANIMAL
HEALTH CAMP
In western Rajasthan due to lack of rainfall the climate is very drastic. Due to which the live-stock of western Rajasthan face many problems
related to their feed & to maintain their body immunity against climate. Due to which they can face many types of diseases due to unfavorable climate
conditions & mostly by the owner who can use the animals till the animal can gave milk after that he cannot take care of the animals. Due to this many
types of diseases like parasitic diseases it may be inner or outer, milk fever, Mastitis, Manage, tympany, Diahorria, fever, Infertility, Pyrometra,
Indigestion, FMD, HS, BQ, ETV etc. are many types of diseases which the animal can generally face due to which owner can face double loss first loss
of money on treatment & on effect on animal production. For this in IWMP scheme the animal health camp can be organized in the villages which can
comes under this scheme. For this one or two camps at Rs. 15,000/- each is organized. Before this first the information of the camp date can be informed
to the villages by various means like posters, banner, gosthi & various other means. After than camp can be organized in which free medicine can be
distributed.
Besides that for the seasonal diseases & many other diseases which can be controlled through vaccination the vaccination camp can also be
organized in which vaccine for various controlled diseases like FMD, HS & BQ, ETV, Sheep pox, PPR etc. animals can be vaccinated yearly or half
yearly.
Per camp cost :- Medicine - 13300/-
Rent of Jeep (for two days) - 1100/-
Govt. Doctor or Staff - 600/-
----------------
TOTAL - 15000/-
General Medicine:-
o Antibiotic :- - inj. - OTC - 100 ml.
- inj. - Enrocin - 100 ml.
o Ointment :- - ont. - Loroxine - 100 g.
- ont. - Vetmox - 50 g.
o Cottons :- 100 gm.
- Instruments :-
Catha tor
Trokar Canvla
Forseps
Teat Syphin
o Bandage :- 6"
o Syringe :- 50 ml
o Needle :- 16"
o Mineral Mixtuse :- pow. - Calfos Ao3 - 1 Kg.
o Vitamin :- inj. - Vitasef
Primary Treatment :-
o P.P. - 100 g - (5)
o Mag Sulph - 100 g - (20)
o Soda by Carb - 100 g - (20)
o T.T. Oil - 100 ml - (3)
o Liq. - Notadome
o Bolus - Feedone/Rumtrion
Milk Fever :- inj. - omifex - 450 ml
CBG - 1000 ml
Mastitis :- Tub. - Penclastin & H-Z gm
Mange :- inj. - Avil 100 ml
inj. - Dexona/100 ml.
Tympany :- Liq. - Afanil - 100 ml
Bolus - Boost nix
Bolus - Ruwinox
Diahorria :- Bolus - Botrim
Bolus - SDM
inj. - Biotin3
Fever :- inj. - proxyvet mp.
inj. - Oxy
Tab. - Proxivet mp.
Inferility :- inj. - Lutalysis - 10 ml.
Tab. - Cocuplus
Bolus - Cyclomin -
Pyometra/metritis :- surp. - Luracin - 60 ml.
Liq. - Betadine 100 ml.
Bolus - Furia/Urimine/Liton
Indiestion :- Pow. - Soda by carb - 100 g
Pow. - Mag. Sulph - 100 g
inj. - Bcomplex (Belayle) 100 ml
inj. - oxy 100 ml
Beworning :- Pow. - Albedazole - 30 g
Liq. - Suprazole - 1000 ml
inj. - mect/Ivemaction - 100 ml
Bolus - Albemor 1.5 g
Pow. - Neilverm (Sheep & Goat)
Vaccination :-
Sheep pox = .50p/dose
PPR = 1 Rs./dose
HS = 1 Rs./dose
BQ = 1 Rs./dose
FMD = 12 Rs./dose
ETV = .50 p/dose
Model Estimate of Tool Kit
Household Production System( for Marginal farmer and Land less labour )
Service sector- Tool Kit Specification Trade wise Detail of tools requirement in one set
1. One set of carpentry tools COST RS. 4000/ Kit
S.No. Name of tools Specification Quantity
1 Hand saw 1 No
2 Hand saw Size 1 No
3 Screw driver Size 1 No
4 Combination pliers Size Taparia 1 No
5 Charsi with handle Size 25 mm 1 No
6 Charsi with handle Size 18 mm 1 No
7 Charsi with handle Size 10 mm 1 No
8 Wooden Randda Big- Made of Sagwan 1 No
9 Wooden Randda Small Made of Sagwan 1 No
10 File half round Make JK 1 No
11 File regular Make JK 1 No
12 Tee Bar carpenter frame
(shikanja) for wooden frame
1 No
13 Stone silly - ISI Mark 1 No
14 Basola with handle Weight 800 gram 1 No
15 Ball peen harmmer Weight 300 gram Make Ambica 1 No
16 Cross peen hammer Weight 500 gram Make Ambica 1 No
17 Measurement tape Size 10 feet- Make Freeman 1 No
18 Pincer Size 200 mm- 1 No
19 Girmit 1 No
20 Tri Square 1 No
21 Hand Operated drill 1 No
22 Steel box for Tools G.I. sheet 1 No
2. One set of Mason tools COST RS. 2000/ Kit
S.No. Name of tools Specification Quantity
1 Karni Size Big- 1 No
2 Karni Size small 1 No
3 Mashtar wooden Size 1 No
4 Mashtar wooden Size 1 No
5 Mashtar wooden Size 1 No
6 Gurmala 1 No
7 Soot 1 No
8 Sabbal Heavy iron 1 No
9 L shape measurement (Gunia) 1 No
10 Level pipe(25 foot) 5 mm 1 No
11 Chiesal Taparia 1 No
12 Ball pine hammer Weight 500 gm Make Ambica 1 No
13 Cross pine hammer Weight 300 gm Make Ambica 1 No
14 Aluminium rib 1 No
15 Measurement tape Size 10 feet Make Freemans 1 No
16 Canvas bag for above tools Made of Heavy canvas 1 No
3 . One set of Pottery Tools COST RS. 12000/ Kit
S.No. Name of tools Specification Quantity
1 Clay lump beating hammer MS pat. Size D 100 120 mm
x T5-6mm. with iron pipe handle
1
2 Wooden hammer(Thapa) Sheesam Wood. Size D6-
-
1
3 Tasla MS Sheet. Size- -20
1
4 Spade (Phawda)
SWGT-20. fitted with Wooden
Handle
1
5 Kamdai Wooden Size- -
approx. Arc. Shap
6 Pindi Cement Various Sizes
3
7 Decoration tools MS (Banki, Sua. Piyali. Patti)
8
8 Decoration Wheel Size- -
Structure. Fitted with double Ball
Bearing. Iron sheet 5 mm
1
9 Manual Potter Wheel Outer Dia- inner plate size D-
300mm x T-20mm. T-WT- 17 kg
minimum (Casted iron body).
Tripod Casted Iron Structure with
Ball bearing. 2 nos. of outer rings
made of T or steal of 12 mm Dia.
Cross Wooden Support Structure.
1
10 Electric Potter wheel Structure dimension
angle structure 35-5) casted iron
-2
(6206) se -
belt pully, WT 23-25 kg.
1
4. One set of Footwear(Mojari) Tools COST RS. 12000/ Kit
S.No. Name of tools Specification Quantity
1 Hummer Ball Pane Drop forged steel. Induction hardened.
Seasoned wood handle. WT- 300 gms
with wooden handle. Nylon hammer (L
240 mm. head size L80x D300mm)
2 Wooden Block Size- 1
3 Pincer Size 1
4 Scissors Size- 1
5 Bodam / Shoe anvil Graded CI with 3 phases. WT 4 kg .
approx.
1
6 Cutting Blade Set (Ramp) Steel with Wooden Handle. Size- L
150x W30X T6mm
set
7 Stitching Awl Steel with Sheesham Wood Handle 1
8 Sharpening Stone Size- 150x50x25mm. 109 no. 1
9 Shoe measuring Tape Size
material
1
10 Lock Punch Set Steel 1
11 Eye let setting tool Steel 1
12 Round whole punch set Steel, Size L 100 Range- 1 to 10 1 set(10 pcs.)
13 Design punch Set En-9 steel. Size L100 1 set(3 pcs.)
14 Zig zag Steel Scissors Steel, Size- 81/2
edge.
1
15 Pattern Cutting Knife Steel, Size 1
16 PP Block Size- 1
17 Steel Scale Size- 1
18 Leather Scraping Brush Size- 1
19 Adhesive Brush Size- 10 mm. 12 mm. 25 mm 1
20 Spring Divider Steel- 1
21 Sant Steel- 1 kg. 1
22 Sizzeore Passing Steel- 1
23 Thread Cutter Steel with plaste handle. Size- L 100
mm
1
24 Number sety Steel Set of 10
25 Capsol Punch Size (8-10-12-16) Set
26 Brush Size 10 mm. 12mm.25mm 1
Machine Tools 1
27 HD Flat Bad Swing Machine 31 K. Branded Company 1
5. One set of Blacksmith Tools COST RS. 6000/ Kit
S.No. Name of tools Specification Quantity
1 Big Hammer Ghon 5 kg 1
2 Hammer Ghon 1 kg 1
3 Hammer Ghon ½ kg 1
4 Anvil- chouka Ghon 10 kg 1
5 Chisel- 3 Nos Ghon 1 kg,500 kg.
750gm
1
6 Meaurement tape 3 MTR 1
7 Tringle 1
8 Plie Taparia 1
9 Scra drive 1
10 Tin 1
11 Hand operated electric hand
drill
- 1
12 Sansasi- flat and round - 1
13 Table Vice - 1
14 Haksa Frame Poland type - 1
6 One set of Cycle Mechanic Tools COST RS. 6000/ Kit
S.No. Name of tools Specification Quantity
1 Hammer 500gm 60.00
2 Hammer 1 kg 100.00
3 Plies 180.00
4 Screw driver Taparia - - 250.00
5 Pincer- 100.00
6 Nose plier- 100
7 Alignment equipment cycle wheel 1000
8 Anivil Chowka 5 kg 500.00
9 Screw wrench 150.00
10 Hexa Frame polaud type 120.00
11 Spanner Set fix type 8 pcs 8 pcs 380.00
12 Electric hand drill machine 2000.00
13 Hand Skipper 100.00
14 Solution 50.00
15 Water Pump Plier 100.00
16 Punch 50.00
17 Hand Scissors 8 120.00
18 Oil cane 250 gm 80.00
300
301
302
303
305
308
304
306
307
309
311
310
299
312
313
298
314
315
297
316
317
318
319
320
321
322
296
323
324
325
326
327
328
295
329
330
331
332
333
334
335
336
337
294
338
293
292
339
291
340
341
342
343
344
345
346
347
348
349
290
289
350
351
352
353
288
354
287
286
285
284
283
355
356
282
357
358
281
359
360
280
279 278
361
362363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386387
277
388
389
390
391392
276
393
394
275
395
294
306
279
303
300
282
349
298
318
277
288
285
341
311
365
315
332
327
316
279
308
294
346
362
287
289
290
373
328
369
343
336
300
353
386
282
342
301
336
321
280
306
353
315
294
352
324
341
370
364
299
284
312
343
375
334 374
334
354
309
328
301
279
287
288
360
318
292
287
282
334
289
353
283
381
369
312
359
324
307
311
336
306
314
320
309
283
300
277
297
304
341
309
351
347
341
321
307
355
304
380
296
345
361
309
343
319
352
315
297
362
317
298
316
351
291
294
322
306
355
354
311
342
311
308
372
304
290
282
300
306
300
373
300
353
322
303
360
326
288
358
339
298
345
352
359350
298
330
297
340
328
335
293
333
365
286
311
377
372
297
298
317
323
339
313
287
353
305
329
285
323
295
307
309
309
298
306
351
346
356
319
304
349
338
278
277
307
342
380
305
285
297
310
307
351
299
338
299
352
303
305
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74
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300
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300
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329
310
301
304
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325
317
322
279
359
298
300
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346
297
322
327
312
311
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321
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303
333
311
317
313
287
312
302
289
316
330
343
285
304
318
315
310
318
375
288
360
285
291
290
298
302
332
343
299
302
319
378
334
313
287
317
352
316
298
339
312
289
304
365
307
301
335
354
323
299
329
338
339
282
314
320
299
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367
329
316
299
301
306
299
355
333
328
312
306
353
342
348
324
290
303
299
300
304
317
311
295
350
335
317
360
281
308
308
315
343
291
295
312
299
377
369
364
365
332
314
286
357
299
294
339
348
294
328
342
308
329
315
317
337
348
287
352
326
315
286
278
327
355
391
323
357
306
297
299
310
327
287
296
341
303
321
342
358
311
339
306
361
355
304
357
358
309
297
342
303
302
319
296
290
316
322
284
303
299
336
299
292
316
325
289
288
363
1884 37
2044
38
733
39
884
1614
2088
47
1
14
254
1949
895
3
58
4
894
24
75
90
268
75
2
70
13
1924
1885
78
1865
57
93
20
1806
43
49
137
26
925
72
867
59
9
1975
2062
1197
1974
102
428
79
1251
8
6
1241
83
44
94
11
35
177
51
1220
239
2073
1256
1607
1204
941
2052
36
28
30
1946
40
1629
98
430
25
242
59
1140
730
82
46
232
1947
1638
1965
269
1927
461611
5
1925
1961
8
936
913
1188
446
29
430
863
429
772
259
67
285
2089
252
1226
170
262
852
1055
12
853
22
435
1978
1980
286
86
53
12
1907
1247
1870
15
251
54
1945
107
1221
33
165
1526/2
819
173
108
1215
10
1613
64
81
28
868
424
1869
453
1869
432
221
1610
250
1888
1239
794
263
831
38
1223
109
76
2048
230
836
3
274
839
1228
1065
27
1176
1245
50
32
267
1797
1798
815
1958
266
54
105
207
204
1139
1902
210
1981
63
1961
16
303
862
18
29
56
1954
269
284
854
1609
1156
1922
55
916
1878
1205
162
864
235
801
810
743
61
1893
922
92
1612
1903
454
304
1887
258
1606
1628
66
239
32
1914
30
865
1910
1915
1935
190
1253 113
11
70
2
793
260
1875
832
1968
740
1938
156
2097
169
2045
943
183
25
1605
452
1912
101
63
162
207
185
1636
2065
1901
1967
72
1981
27
823
225
432/1
226
52
77
248
228
41
944
1639
307
732
440
874
1207
1248
85
1212
1063
241
2090
1217
1941
1960
36
2094
167
223
68
873
187
23
125
177
2058
1889
2092
1898
796
20
851
331
161
1389
939
264
798
846
162
2064
171
169
1916
838
45
1688
1249
451
272/1
189
875
2096
287
186
126
423
1634
942
225
411
1165
111
255
256
185
433
1243
60
2094/2
209
99
1939
265
2068
71
1867
1643
2004
1180
1976
204
103
196
66
309
202
1255
275
769
1882
42
110
105/1
68
828
915
81/1
872
88
2081
1208
1900
1594
919
274
4
62
31
1150
1911
2/1
2086
33
870
1906
64
746
89
79
167
725
135
1159
1061
41
1014
5
918
877/2
1802
1173
212
421
1972
771
1966
201
2087
90
200
1803
1936
886
1796
2098
206
1644
65
264/1
279
24
1254
1867
1909
871
814
921
168
168
802
877/1
50
1227
642
1791
1253/4
877/3
926/1
2099
1179
206
643
77
282
1234
1213
1151
1216
641
1218
1943
1231
589
178
1877
188
1254/2
163
2083
176
176
2015
430
877
457
272/1
288
808
275
281
47
1254/3
13
884
249
245
1793
1952
260
1890
884/1
1895
1168
100
186
229
206
272/2
103
940
73
226
1604
455
225
1230
2080
166
882
812
143
869
806
835
273
164
165
258
448
210
166
1883
293
1817
727
310
205
456
1060
458
1813
21
203
35
878
1962
2061
158
56194
2059
6
1908
1963
1138
911
891
738
1229
167
454
850
166
792
2068
74/1
1192
2064
1181
430
1951
1896
163
291
289
184
847
1964
434
246
423/2
1210830
261
741
839
1206
280
927
637
840
18
120
283
834
2049
1959
168
880
215
744
224
209
124
2077
238
164
1054
1631
806
1953
97
311/1
833
936
748
165
1801
1913
1918
213
69
58
203
112
423/1
2016
112
737
1610/5
1166
878/1
1891
277
843
644
1189
414
1185
1608/4
278
1934
53
205
160
1894
1156
1881
243
1183
1
1919
1164
1701
58
249/3
119
1935/1
1875
256/3
888
219
892
1799
1880
1608/1
2013
1929
887
1200
1871
926
1253/3
1152
1153
17
1160
2081
60
1155
222
2076
55
1242
2085
2079
330
300
877/4
804
405
1043
22
841
443
1872
419
1147
1143
224
416
2091
301
2075
70
1144
890
463
1209
2003
1163
736
1970
884/2
1587
182
2078
157/2
29
222/1
724
1957
1937
1670
123
1887
1687
1254/4
1053
142
116
751
1177
1873
109/2
1975
50/1
109/1
48
160
408
881
444
45
1184
735
2002
842
1193
294
1185
180
1054
177/2
1154
2076
780
64/2
889/1
1791
37
48
295
636
52
7
147
244
177
1211
1895
1950
1956
184
208
1886
26
2060
9
125
2054
45
261
187
1232
182
856
1874
84
210/1
141
209
2062
41
249/1
1955
1043
47
302
1632
2089/1
849
1897
413
193
50
83/1
195
848
860
218
1979
1960
1162
858
882/1
884/1
820
1888
1224
1048
208
1211
406
893
845
1051
920
857
175
249/2
1160/1
412
1612/2
643/2
821
645
1800
749
1064/1
1583
249/4
114/1
74
237
2047
1789
1633
255/1
945
1637
1635
1588
420
62
914
805
177/1
240
816
1892
2066
916
19
67
415
95
728
223
73
106
1064/1
220
34
78
27
1582
726
292
1186
1977
216
1973
118
211
1067
866
17
1930
1154
1796
809
745
1225
729
731
1923
172
817
69
912
1203
1142
1174
742
1948
188
1148
1940
1238
844
15
822
1904
1905
136
1219
222
1196
1246
827
800
10
795
75
1062
1933
33/1
885
1250
65
253
231
818
1222
883
1214
739
218
1642
1240
813
923
875
116761
1175
1942
2051
290
879
807
19
1149
162
1187
410
1792
1137
747
306
1142
66/1
938
804
1145
2054
811
1042
964
9797
214
1928
421.
803
409
2093
308
805
1169
404
1141
77/1
64/1
24 / 01
24 / 02
23 / 05
23 / 02
23 / 0323 / 01
22 / 07
22 / 01
23 / 04
09 / 02
22 / 05
22 / 02
STATE REMOTE SENSING APPLICATION CENTERDepartment of Science & Technology
JODHPUR
SCALE 1:10,000
GEOREFERENCED KHASRA MAP WITH CONTOURWATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN
SCHEME- IWMP (2009-10)
DISTRICT- JODHPUR
MACRO / MICRO WATERSHEDS NO. - [22/5,7], [23/1,2,3,4,5], [24/1,2], [09/02]
TOTAL GEOGRAPHICAL AREA- 3722 Ha.
EFFECTIVE AREA- 3019Ha.
57
MICROLegend
RAIL
CONTOUR
DRAINAGE
ROADS
SETTLEMENT
KHASRA BOUNDARY
WATERBODY
01
02
03
04
05
06
07
08
57
CHAPTER - VIII Enclosures -
8.1 a.Location District, block, village, watershed location map
b.Map of Nevra Road IWMP Project (Watershed Boundary demarcation in cadastral & Topo Sheet)
c.PRA Map (along with photos & paper drawing)
d.Treatment map (Indicate proposed works)
e.Cadastral Map on watershed boundary
f.Land Use Land Cover map
g.Information on existing water harvesting structures & well inventory along with GPS co-ordinates.
h.High resolution, latest Remote Sensing Satellite data
8.2 Documents of Agreements:
Proceedings of gram sabha for EPA approval
Proceedings of gram sabha Resolution for committee constitution
Proceedings of gram sabha for DPR approval
DPR approval by district
Watershed Committee Registration certificate.
24 / 01
24 / 02
23 / 05
23 / 02
23 / 0323 / 01
22 / 07
22 / 01
23 / 04
09 / 02
22 / 05
22 / 02
22 / 05
22 / 07
22 / 0509 / 02
Basni
STATE REMOTE SENSING APPLICATION CENTERDepartment of Science & Technology
JODHPUR
1:10,000
CARTOSAT-1(MERGE) SATELLITE IMAGE
WATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN
SCHEME- IWMP (2009-10)
DISTRICT- JODHPUR
MACRO / MICRO WATERSHEDS NO. - [22/5,7], [23/1,2,3,4,5], [24/1,2], [09/02]
TOTAL GEOGRAPHICAL AREA- 3722 Ha.
EFFECTIVE AREA- 3019Ha.
Legend
SETTLEMENT
RAIL
ROADS
WATERSHED
VEGITATION
Basni
1884 37
2044
38
733
39
884
1614
2088
47
1
14
254
1949
895
3
58
4
894
24
75
90
268
75
2
70
13
1924
1885
78
1865
57
93
20
1806
43
49
137
26
925
72
867
59
9
1975
2062
1197
1974
102
428
79
1251
8
6
1241
83
44
94
11
35
177
51
1220
239
2073
1256
1607
1204
941
2052
36
28
30
1946
40
1629
98
430
25
242
59
1140
730
82
46
232
1947
1638
1965
269
1927
461611
5
1925
1961
8
936
913
1188
446
29
430
863
429
772
259
67
285
2089
252
1226
170
262
852
1055
12
853
22
435
1978
1980
286
86
53
12
1907
1247
1870
15
251
54
1945
107
1221
33
165
1526/2
819
173
108
1215
10
1613
64
81
28
868
424
1869
453
1869
432
221
1610
250
1888
1239
794
263
831
38
1223
109
76
2048
230
836
3
274
839
1228
1065
27
1176
1245
50
32
267
1797
1798
815
1958
266
54
105
207
204
1139
1902
210
1981
63
1961
16
303
862
18
29
56
1954
269
284
854
1609
1156
1922
55
916
1878
1205
162
864
235
801810
743
61
1893
922
92
1612
1903
454
304
1887
258
1606
1628
66
239
32
1914
30
865
1910
1915
1935
190
1253 113
11
70
2
793
260
1875
832
1968
740
1938
156
2097
169
2045
943
183
25
1605
452
1912
101
63
162
207
185
1636
2065
1901
1967
72
1981
27
823
225
432/1
226
52
77
248
228
41
944
1639
307
732
440
874
1207
1248
85
1212
1063
241
2090
1217
1941
1960
36
2094
167
223
68
873
187
23
125
177
2058
1889
2092
1898
796
20
851
331
161
1389
939
264
798
846
162
2064
171
169
1916
838
45
1688
1249
451
272/1
189
875
2096
287
186
126
423
1634
942
225
411
1165
111
255
256
185
433
1243
60
2094/2
209
99
1939
265
2068
71
1867
1643
2004
1180
1976
204
103
196
66
309
202
1255
275
769
1882
42
110
105/1
68
828
915
81/1
872
882081
1208
1900
1594
919
274
4
62
31
11501911
2/1
2086
33
870
1906
64
746
89
79
167
725
135
1159
1061
41
1014
5
918
877/2
1802
1173
212
421
1972
771
1966
201
2087
90
200
1803
1936
886
1796
2098
206
1644
65
264/1
279
24
1254
1867
1909
871
814
921
168
168
802
877/1
50
1227
642
1791
1253/4
877/3
926/1
2099
1179
206
643
77
282
1234
1213
1151
1216
641
1218
1943
1231
589
178
1877
188
1254/2
163
2083
176
176
2015
430
877
457
272/1
288
808
275
281
47
1254/3
13
884
249
245
1793
1952
260
1890
884/1
1895
1168
100
186
229
206
272/2
103
940
73
226
1604
455
225
1230
2080
166
882
812
143
869
806
835
273
164
165
258
448
210
166
1883
293
1817
727
310
205
456
1060
458
1813
21
203
35
878
1962
2061
158
56194
2059
6
1908
1963
1138
911
891
738
1229
167
454
850
166
792
74/1
1192
2064
1181
430
1951
1896
163
291
289
184
847
1964
434
246
423/2
1210830
261
741
839
1206
280
927
637
840
18
120
283
834
2049
1959
168
880
215
744
224
209
124
2077
238
164
1054
1631
806
1953
97
311/1
833
936
748
165
1801
1913
1918
213
69
58
203
112
423/1
2016
112
737
1610/5
1166
878/1
1891
277
843
644
1189
414
1185
1608/4
278
1934
53
205
160
1894
1156
1881
243
1
1919
1164
1701
58
249/3
119
1935/1
1875
256/3
888
219
892
1799
1880
1608/1
2013
1929
887
1200
1871
926
1253/3
1152
1153
17
1160
2081
60
1155
222
2076
55
1242
2085
2079
330
300
877/4
405
1043
22
841
443
1872
419
1147 224
416
2091
301
2075
70
1144
890
463
1209
2003
736
1970
884/2
1587
2078
157/2
29
222/1
84
724
1957
1937
123
1887
1254/4
1053
142
116
751
1177
1873
109/2
1975
50/1
109/1
48
408
444
45
735
842
1193
294
1185
177/2
780
889/1
218
1791
845
636
7
147
244
177
1211
2068
1895
1950
1956
184
208
1886
1183
26
2060
9
125
2054
45
261
804
1143
187
1232
182
1163
182
856
1874
1670
210/1
1687
141
209
2062
160
41
881
1184
2002
249/1
1955
1043
180
47
302
1632
1054
2089/1
849
1897
11542076
413
193
50
64/2
83/1
195
848
860
1979
1960
1162
858
882/1
37
884/1
820
1888
1224
48
295
1048
208
1211
406
893
1051
920
857
175
249/2
1160/1
412
1612/2
643/2
52
821
645
1800
749
1064/1
1583
249/4
114/1
74
237
2047
1789
1633
255/1
945
1637
1635
1588
420
62
914
805
177/1
240
816
1892
2066
916
19
67
415
95
728
223
73
106
1064/1
220
34
78
27
1582
726
292
1186
1977
216
1973
118
211
1067
866
17
1930
1154
1796
809
745
779
1225
729
731
1923
172
817
69
912
1203
1142
1174
742
1948
188
1148
1940
1238
844
15
822
1904
1905
136
1219
222
1196
1246
827
800
10
795
75
1062
1933
33/1
885
1250
65
253
231
818
1222
883
1214
739
218
1642
1240
813
923
875
116761
1175
1942
2051
290
879
807
19
1149
162
1187
410
1792
1137
306
1142
66/1
938
804
1145
2054
811
1042
964
9797
214
1928
421.
803
409
2093
308
805
1169
404
1141
77/1
24 / 01
24 / 02
23 / 05
23 / 02
23 / 0323 / 01
22 / 07
22 / 01
23 / 04
09 / 02
22 / 05
22 / 02
STATE REMOTE SENSING APPLICATION CENTERDepartment of Science & Technology
JODHPUR
57
Legend
DRAINAGE
ROADS
KHASRA BOUNDARY
WATERSHED
AGRICULTURE
LAND WITH SCRUB
LAND WITHOUT SCRUB
RAIL
RIVER
ROAD
SANDY DESERTIC
SETTLEMENT
STONY WASTE/ BARREN ROCKY
WATERBODY
SCALE 1:10,000
LAND USE/ LAND COVER MAP
WATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN
SCHEME- IWMP (2009-10)
DISTRICT- JODHPUR
MACRO / MICRO WATERSHEDS NO. - [22/5,7], [23/1,2,3,4,5], [24/1,2], [09/02]
TOTAL GEOGRAPHICAL AREA- 3722 Ha.
EFFECTIVE AREA- 3019Ha.
24 / 01
24 / 02
23 / 05
23 / 02
23 / 0323 / 01
22 / 07
22 / 01
23 / 04
09 / 02
22 / 05
22 / 02
22 / 07
22 / 05
22 / 0509 / 02
STATE REMOTE SENSING APPLICATION CENTERDepartment of Science & Technology
JODHPUR
Legend
WATERSHED
0-1%
1-3%
10-15%
15-35%
3-5%
35-50%
5-10%
>50%
SCALE 1:10,000
SLOP MAP
WATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN
SCHEME- IWMP (2009-10)
DISTRICT- JODHPUR
MACRO / MICRO WATERSHEDS NO. - [22/5,7], [23/1,2,3,4,5], [24/1,2], [09/02]
TOTAL GEOGRAPHICAL AREA- 3722 Ha.
EFFECTIVE AREA- 3019Ha.