District Watershed Development Unit, Nagaur
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Transcript of District Watershed Development Unit, Nagaur
Government of Rajasthan Deptt. Watershed Development & Soil Conservation District Watershed Development Unit, Nagaur
IWMP 31 (2011-12) KURDAYA-BARGAON Block :- Merta District :- Nagaur Project Area :- 6660 ha.
Project Cost :- Rs. 999.00 Lacs Convergence Cost :- Rs. 44.94 Lacs Total Cost :- Rs. 1043.94 Lacs Prakash Hatila S.R. Banjara Assistant Engineer Executive Engineer (L.R.) Panchayat Samiti, Merta cum Project Manager, DWDU, Nagaur
Page 1
Chapter I :- Project back ground
S.no. Broad Outlines For Preparation Page No.1 Location 72 Macro Micro Information Village Wise 8 to 9
3 Climatic and Hydrological information 10 to 114 Other Development Schemes in the project area 12
5 Details of infrastructure in the project areas 126 Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary) 13
7 Details of Watershed Committees (WC) 14 to 158 Problems and scope of improvement in the project area 16
9 Base Line Survey Format for IWMP MIS website 17
Chapter II :- Basic & Technical Features,
S.no. Broad Outlines For Preparation Page No.1 Population & Household Details: 18 -192 Development indicators 203 Land Use 20 - 254 Agriculture and Horticulture status and fuel availability. 26 -275 Productivity Gap Analysis 28-316 Existing area under horticulture/Vegetables/Floriculture (ha) 327 Land holding Pattern in project area 32-338 Livestock Status - animals/milk production / average yield. 34-359 Existing area under fodder (ha) 36
10 NREGA Status 3711 Migration Details 3712 Major activities (On Farm) 37-3813 Status of Existing SHG 38
Technical feature14 Ground Water 3915 Availability of drinking water 3916 Water Use efficiency 4017 Slope details. 4018 Water Budgeting 4119 Soil details 4220 Erosion details 43
Page 2
Chapter III :- Proposed Development PlanS.no. Broad Outlines For Preparation Page No.
1 Preparatory phase activities Capacity Building Trainings and EPA 44-452 The PRA exercise 463 CAPACITY BUILDING 47-514 Livelihood Action Plan 52-555 Production Plan 56-576 Earthen bund plan 58-597 Proposed Development Plan GP wise 60-61
Chapter IV :- Activity wise Total Abstract of cost 62-63
Chapter V :- Yearwise Breakup of watershed Activities 64-65
CHAPTER VI :- EXPECTED OUT COMES 66
MIS Feeding 67-77
Chapter VII :- Technical Designs & estimates for proposed activitiesS.no. Broad Outlines For Preparation Page No.
1 Earthan Bund With Waste Weir 78-1412 Tanka with Plantation work 142-1513 Khet Talai with Plantation work 152-1584 Silvi Pasture Development 159-1635 Manger work 164-166
Chapter VIII :- EnclocuresS.no. Broad Outlines For Preparation Page No.
1 Soil Nutrient Level 1682 Administrative Setup 1693 Geomorphology 1704 Hydrogeology 1715 Ground Water Potential Zones 1726 Water Level Trends 1737 Ground Water Potability & Salinity 1748 Nitrate Distribution 1759 Fluoride Distribution 176
10 Irrigation Sources 17711 Ridge Line, Micro & Drainage Line 17812 Khasra Map with Ridge Boundary 17913 Land sue & Land Cover Map 180 Page 3
Certified that the undersigned have proposed the appropriate and need based activities required in the watershed project area with active participation of beneficiaries along with consultation of Watershed Committees(WCs). Approval of watershed project plan and DPR as been obtained from WC, Gram Sabha. The plan and DPR document of IWMP-31 Kurdayan-Bargaon project, at P.S. MertaDistrict Nagaur is technically sound, viable and appropriate for implementation during the period 2011 - 2012
We recommend tat this plan be sanctioned and put to implementation.
Signature Signature Signature Signature Signature SignatureChairman/ Secretary WC WDT members Junior Engineer Assistant Engineer & PIA Project Manager,WCDC
P.S. Merta P.S. Merta Distt.Nagaur1234
CERTIFICATE
Page 4
Photo of EPA work
NAME OF PROJECT : IWMP 31 Kurdayan-BargaonEFFECTIVE AREA OF PROJECT : 6660 Ha.COST /HA - 0.15COST OF PROJECT : 999.00BLOCK : MertaDISTRICT: Nagaur
PIA – ASSISTANT ENGINEER PROJECT MANAGER, WCDC W.D. & S.C., P.S. - Merta W.D. & S.C., DISTRICT - Nagaur
GOVERNMENT OF RAJASTHANRURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT
(WATERSHED DEVELOPMENT & SOIL CONSERVATION)
Page 5
Detail of Project1 Name of Project : IWMP 31 Kurdayan-Bargaon2 Sanction No. & date of Project : IWMP 31 / 2011-123 Macro & Micro Nos : 17/14 Deviation from Project Sanctioned :
Items As per Project Sanctioned As proposed in DPR Project Area 7625 6660
Macro/Micro No 17/1 17/1Bargaon Bargaon
Kurdayann KurdayanName of Villages Bargaon Bargaon
Basni Kachchhawa RamliyasPeethas PeethasBeetan Beetan
Kurdayan KurdayanProject Cost (Rs in Lakhs) 1143.75 999.00
Name of Gram Panchayats
Page 6
Location.Kurdaya-Bargaon Project is located in Merta Block, of Nagour district. The project area is between the latitudes 26°22' to 26° 32' & longitudes 73° 49' to 73° 59'. It is at a distance of 36km from its Block head quarters and 116 Kms from the district head quarters. There are 5 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) Kurdaya-Bargaon Unit(a) Name of Catchment luni
(b)Name of watershed area(local name) Kurdaya-Bargaon
(C) Project Area 7625 Ha(d) Net treatable Area 6660 Ha(e) Cost of Project 999 Lacks(f) Cost/hectare 15000 Rs/ha(g) Year of Sanction 11-12 Year(h) Watershed Code 31
(I)No. of Gram Panchayats in project area 2
(j) No. of villages in project area 5(k) Type of Project Watershed(l) Elevation (metres) 380 to 280 msl
(m) Major streams luni river(n) Slope range (%) 0% to 3%
Note:- When we Proposed area in PPR only SRSAC atlus mep was avaible within us.It was on Very big scale.Such that it was tentative area.But when WABCOS marked acurate ridge line of macro 17 that cut area of Beaten Village. Finaly we find area 6660 ha instead of proposed area 7625 Ha.
• CHAPTER – I INTRODUCTION
Page 7
Macro Micro Information Village Wise
Macro microCensus code of villages
AreaProject
CostPIA
01840700 1452 217.8001834400 823 123.4501834300 409 61.3501834100 802 120.3001834200 3174 476.10
6660 999.00
Digrame :- Area Covered in Village
Village Bargaon Ramliyas Peethas Beetan KurdayaArea 1452.00 823.00 409.00 802.00 3174.00
Aen WD &SC
Merta City
TotalKurdaya
Name of Gram Panchayat
Bargaon17 1
Kurdaya
Name of Villages Covered
BargaonRamliyasPeethasBeetan
22%
12%
6%12%
48%
AreaBargaon
Ramliyas
Peethas
Beetan
Kurdaya
Page 8
Digrame :- Cost in Village Wise
Village Bargaon Ramliyas Peethas Beetan KurdayaCost 217.80 123.45 61.35 120.30 476.10
The watershed falls in Agroclimatic Zone C3 The soil texture is Clay loam The average rainfall is 320 cm .The temperatures in the area are in the range between 35 to 48 centigrade during summer and 25 to 6 degree centigrade during winter. The major crops in the area are Mung, Bajara, Jawar, Til & Gawar. 89.40% land is under cultivation 69.47% land is irrigated through tube well. 68 No of households are BPL(3.17% households) 66 are landless households(12.18% households) and 1674 household are small and marginal farmers (25.14%household) .Average land holding in the area is 3.10 ha. 58.39% area is single cropped area and 10.05% is double cropped. The main source of irrigation is tube well. The average annual rainfall (5 years) in the area is 320 mm. The Major streams in the Watershed are luni Basin. The major festivals in the village are Holi, Dipawali, Aksay tritaya & Raksa Bandhan. At present this villages is having 10127 population with Communities like Rajput Jat and Megawal.
22%
12%
6%
12%
48%
Cost
Bargaon
Ramliyas
Peethas
Beetan
Kurdaya
Page 9
Climatic and Hydrological information
123456789
10
2
s.no.
Year June july Aug SeptTotal in
four month
1 2003 25 121 177 28 3512 2004 8 103 240 13 3643 2005 85 148 7 108 3484 2006 44 89 68 24 2255 2007 40 208 60 31 3396 2008 80 106 122 73 3817 2009 19 45 66 70 2008 2010 18 195 204 123 5409 2011 23 80 202 77 382
10 2012 44 11 96 49 200
Data collected from Tehesil office
20112012
Source:-
397436200
20062007200820092010
465388548
Average Monthly rainfall (last ten years)
1
359396355226
Year
200320042005
Average Annual Rainfall(mm)
Average Annual Rainfall(mm)
Page 10
123
Max Min1 50 322 28 43 38 15
123
61
2
3Time of return of maximum flood
5 years 10 years In years
4Periodicity of Drought in
village4 2 6
Source:- Data collected from Tehesil office & Tech manule of Rajasthan about climate
0.080.02
Runoff
15 minute duration 30 minute duration
15 minute duration 65 mm
5Potential Evaporation Transpiration (PET) (mm/day)
PET
60 minute duration
Season
4
Peak Rate (cum/hr)Total run off volume of rainy season
(ha.m.)
SummerWinterRainy 0.06
Temperature (Degree C)Season
60 minute duration72 mm100 mm
30 minute duration
3Maximum rainfall intensity (mm)
Rainfall intensity(mm)Duration
Page 11
Other Development Schemes in the project area
S.No SchemeName of the department
Key interventions under the Scheme
Targeted Beneficiaries
1 Narega Panchayat Simiti Employment 950
2 TFC Panchayat Simiti Rural Dovelopment 72
3 SFC Panchayat Simiti Water Potability 45
Source :- Vikas Adhikari Panchayat samitti & Narega
Details of infrastructure in the project areasS.No
i
ii
iii
iv (P) (S) (HS) (VI)
8 2 - -
v
vi
vii
viii
ix
x
xi
xii (U) (S) (PA) (O) - - Nil -
xiii
xiv
xv
xvi
xvii
xviii
xix
Source :- Base line survey & Recconance Survey & confermed by PRA Exercise
2
Nil
10
Nagaur2
NIL
1 -2
Nil2
cooperative society
NGOs
Credit institutions
(i) Bank
No. of villages with access to Agro-industries
(ii) Cooperative Society
Agro Service Centre's
Total quantity of surplus milk
No. of milk collection centres
(e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
No. of villages with access to Anganwadi Centre
Any other facilities with no. of villages (please specify)
Nearest KVK
No. of villages with access to Primary Health Centre
No. of villages with access to Veterinary Dispensary
No. of villages with access to Post Office
No. of villages with access to Banks
No. of villages with access to Markets/ mandis
Provisions under the Scheme
Catgary 1 to 9 work
Sanitary & Dovelopment
Water Potability
Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)
55
1
Parameters Status
No. of villages connected to the main road by an allweather road
No. of villages provided with electricity
No. of households without access to drinking water
No. of educational (iv) institutions :
Page 12
Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary)WCDC Details
1S.No
12345
1S.No
1
2345
WDT Particulars:
S.NoName of WDT
memberM/F Age Qualification
Experience in watershed(Yrs)
Description of professional
trainingRole/ Function
1 Rakesh M Civil (Diploma) Nil NilEngineer
2 Jayparkash Meena ML.S.A.
(Diploma)Veterinary
Development3 Sima Meena F B.A sociology Social Works4 Rajesh Bhawal M Msc. Agri. Nil Nil Agriculture
E-mail [email protected]
Address with contact no., websiteAen watershed development & soil consvetion
Merta (Nagaur).Telephone 01590 220043Fax 01590 220511
2 3Particulars Details of WCDC
Name of PIA Aen Watershed
FaxE-mail
PIA particulars
01582 [email protected].
2 3Particulars
PM ,WCDCAddress with contact no., websiteTelephone
Details of WCDCWCDC Nagaur
Project menager of WCDC is XEn watershed01582 - 243270
Page 13
1 Details of Watershed Committees (WC) Bargaon
S.No Name of WCsDate of Gram Sabha for WC
Date of Registration as
a Society (dd/mm/yy
Designation Name M/FSC/ST/OBC/
GeneralLandless/M
F/SF/BFName of UG/SHG
Educational qualification
President Omparkash M OBC BFAgri.Land
Development12th
Secretary Sarwanram M SC SFNon Arable
Land Development
B.A.
Member Jivanram M OBC BFAgri.Land
Development8th
Member Ramparkash M OBC MFArable Land
Development8th
Member Jivaraj M SC SFNon Arable
Land Development
4th
Member Joraram M OBC SFNon Arable
Land Development
12th
Member Ramniwash M SC MFGovt. Land
Development10th
Member Sarda Devi F OBC SHG LiterateMember Sita Devi F OBC SHG Literate
Member Chuka Devi F OBCVeterinary
DevelopmentLiterate
Member Sumitra Devi F SCVeterinary
DevelopmentLiterate
Member Phepha Devi F OBC SHG LiterateMember Purkharam M SC SF 8th
1Kurdaya - Bargaon
18-1-12
Not
Req
uire
d
Page 14
2 Details of Watershed Committees (WC) Kurdaya
S.No Name of WCsDate of Gram Sabha for WC
Date of Registration as
a Society (dd/mm/yy
Designation Name M/FSC/ST/OBC/
GeneralLandless/M
F/SF/BFName of UG/SHG
Educational qualification
President Dinesh Kumar M OBC MFAgri.Land
Development10th
Secretary Ganmbhirsing M Gen MF 8th
Member Mangilal M SC SFAgri.Land
DevelopmentLiterate
Member Subrat M Gen MFNon Arable
Land Development
B.A.
Member Ramnarayan M OBC MFNon Arable
Land Development
Literate
Member Phulki Devi F OBCVeterinary
DevelopmentLiterate
Member Hadaman M SC SF Technical LiterateMember Ramsawrup M Gen MF Technical 8th
Member Chandraram M OBC MF 8th
Member Shila Devi F OBC BPL SHG 8th
Member Sonki Devi F SC SHG Literate
Member Hadaman M OBC SFVeterinary
DevelopmentLiterate
Member Dharuram M OBC MFAgri.Land
DevelopmentLiterate
1Kurdaya - Barganw
19-1-12
Not
Req
uire
d
Page 15
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. 1327.25 ha is only irrigated and Having salti water which decreasing production season by season. With efforts this can be increased to 738 ha. The productivity gap of major crops in the area as compared withdistrict 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)2058.15 Tonns fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 413 no of persons migrate due to Drought and unemployment .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. Specific problem
1 Due to soil errosion and water erosion Productivity is low2 Lack of recharging of wells irrigated area decresing day by day3 Salty water in tubewells decreasing production per ha
Page 16
Base Line Survey Format for IWMP MIS website
Project Name Kurdaya-Bargaon
Total Geographical Area of Project (Lakh Hectares) - 6660 Ha.Treatable Area
Wasteland (Lakh Hectares) Nil Rainfed Agricultural Land (Lakh Hectares) 4626.58 Ha.
Total Cropped Area (Lakh Hectares) 5953.83 Ha. Net Sown Area (Lakh Hactares) 5953.83 Ha.
Total no. of Water Storage Structure 20 Nadi & 1 WHS Total no. of Water Extracting Units 21
Total storage capacity of water storage structures (cubic meters)
100706 Cum.
No. of Household SC 2872 ST 0
Others Total Population of the project
Area 10127 No. of Household of Landless people 66
Total no. of BPL Household 68 No. of Marginal Farmer’s Household 1315
No. of person-days of Seasonal Migration 413
Depth of Ground Water (meters) below Ground levelPre- monsoon 413 Post-monsoon Nill
No. of person-days of Seasonal Migration 413
source:- Base line surrvey ,Revenue record & WABCOS data
Page 17
CHAPTER – II Socio economic Features, Problems and ScopeTable 2.1 Population & Household Details:
Male Female Total SC ST1 Bargaon 1085 1009 2094 428 02 Ramliyas 144 129 273 56 03 Peethas 137 124 261 21 04 Beetan 1862 1675 3537 1287 05 Kurdaya 2085 1877 3962 1080 0
5313 4814 10127 2872 0
Digrame :- Population of Village Village Bargaon Ramliyas Peethas Beetan Kurdaya
Population 2094 273 261 3537 3962
Source :- Base line survey ,Sensus Record & NREGS Job card Detaile
Total PopulationS. No.
Village
Total
21%
3%
2%
35%
39%
PopulationBargaon
Ramliyas
Peethas
Beetan
Kurdaya
Page 18
BPL house hold
L. LessLarge
FarmerSmall
FarmerM. Farmer
Total house hold
SC house hold
ST house hold
1 Bargaon 7 6 57 61 333 457 86 02 Ramliyas 1 0 47 30 101 178 38 03 Peethas 0 0 10 25 70 105 24 04 Beetan 27 27 107 96 345 575 214 05 Kurdaya 33 33 184 147 466 830 180 0
68 66 405 359 1315 2145 542 0
Digrame :- Household of Village Village Bargaon Ramliyas Peethas Beetan Kurdaya
Household 457 178 105 575 830
Source :- Base line survey ,Sensus Record & NREGS Job card Detaile
Total
Household DetailsS.
No. Village
21%
8%
5%
27%
39%
HouseholdBargaon Ramliyas
Peethas Beetan
Kurdaya
Page 19
Table 2.2 Development indicators
S. No.
State Project
Area1 16260 135002 0.22 0.183 0.604 0.5404 921 91056
Source :- Base line survey ,Sensus Record & Literacy Report of Nagaur DistrictThe table indicates poor socio economic conditions.
Table 2.3 Land Use Bargaon
Private Total1293.54 1293.54
97.00 97.0010.00 10.00
858.82 858.82327.72 327.72
1350.40 1350.40
163.86 163.86
0.000.00
85.3473.12
1293.54 1452.00
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Land Use
Agriculture LandTemporary fallowPermanent Fallow
Panchayat
Waste LandPasturesOthersTotal
Cultivated RainfedCultivated irrigatedNet Sown Area
Net Area sown more than onceForest Land
Total area in Ha.Community
Sex Ratio Infant mortality rate
Maternal mortality ratio
Development Indicators
Per capita income (Rs.)Poverty ratio Literacy (%)
Government
17.25 21.9121.91
85.3433.96
119.30 17.25
Page 20
Ramliyas
Private Total718.52 718.5258.00 58.008.00 8.00
568.00 568.0084.52 84.52
714.52 714.52
62.00 62.00
0.000.00
23.8530.47 80.63
748.99 823.00Peethas
Private Total379.00 379.0032.00 32.007.00 7.00
340.00 340.000.00
340.00 340.00
0.00 0.00
0.000.002.24
0.94 27.76379.94 409.00
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Land Use Total area in Ha.
Panchayat Government Community
Permanent FallowCultivated Rainfed
Agriculture LandTemporary fallow
Net Area sown more than onceForest Land
Cultivated irrigatedNet Sown Area
Others 3.13 10.22Total 26.98 36.81 10.22
Waste Land
36.81Pastures 23.85
Agriculture LandTemporary fallow
Land Use Total area in Ha.
Panchayat Government Community
Cultivated irrigatedNet Sown Area
Permanent FallowCultivated Rainfed
Waste LandPastures 2.24
Net Area sown more than onceForest Land
Others 20.93 5.89Total 2.24 20.93 5.89
Page 21
Beetan
Private Total669.75 669.7574.00 74.0040.00 40.00
350.86 350.86204.89 204.89659.75 659.75
104.00 104.00
0.000.00
62.738.29 69.52
678.04 802.00Kurdaya
Private Total2893.02 2893.02330.00 330.0082.00 82.00
1770.90 1770.90710.12 710.12
2821.02 2821.02
340.00 340.00
0.000.00
78.4575.00 202.53
2968.02 3174.00
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Land Use Total area in Ha.
Panchayat Government Community
Permanent FallowCultivated Rainfed
Agriculture LandTemporary fallow
Net Area sown more than onceForest Land
Cultivated irrigatedNet Sown Area
Others 56.37 4.86Total 60.74 58.36 4.86
Waste LandPastures 60.74 1.99
Agriculture LandTemporary fallow
Land Use Total area in Ha.
Panchayat Government Community
Cultivated irrigatedNet Sown Area
Permanent FallowCultivated Rainfed
Waste LandPastures 78.45
Net Area sown more than onceForest Land
Others 23.64 70.89 33.00Total 102.09 70.89 33.00
Page 22
Compile
Private Total5953.83 5953.83591.00 591.00147.00 147.00
3888.58 3888.581327.25 1327.255885.69 5885.69
669.86 669.86
0.00 0.000.00 0.000.00 252.61
114.70 453.566068.53 6660.00
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Others 60.73 202.25 75.88Total 311.35 204.24 75.88
Forest Land 0.00 0.00 0.00Waste Land 0.00 0.00 0.00Pastures 250.62 1.99 0.00
Cultivated irrigated 0.00 0.00 0.00Net Sown Area 0.00 0.00 0.00
Net Area sown more than once0.00 0.00 0.00
0.00 0.00 0.00
Land Use Total area in Ha.
Panchayat Government CommunityAgriculture LandTemporary fallow 0.00 0.00 0.00Permanent Fallow 0.00 0.00 0.00Cultivated Rainfed 0.00 0.00 0.00
Page 23
Digrame :- Land Use
Land Use Private
Area 6068.53
Panchayat Government Community
311.35 204.24 75.88
91%
5%
3% 1%
Area
Private
Panchayat
Government
Community
Page 24
Digrame :- Land Use
Land UseAgriculture
LandTemporary
fallowPermanent
FallowCultivated
RainfedCultivated irrigated
Net Sown Area
Waste Land
Pastures Others
Area 5953.83 591.00 147.00 3888.58 1327.25 5885.69 0.00 252.61 453.56
32%
3%
1%
21%
7%
32%
0% 1%
3%
AreaAgriculture Land
Temporary fallow
Permanent Fallow
Cultivated Rainfed
Cultivated irrigated
Net Sown Area
Waste Land
Pastures
Others
Page 25
The project area has 738.00 ha of cultivable Tempeory fellow & Permanent fellow. 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 19.93%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 landsPasture development the land use table shows that there is 252.61 hectare pasture land 3.79% 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.
Varieties Area (ha)Production
(Ton)Productivity
(kg/ha)Varieties Area (ha)
Production (Ton)
Productivity (kg/ha)
Area (ha)Production
(Ton)1 Kharif 3888.58 Bajara 1555.43 769.94 495.00 Cotton 200.96 35.17 175.00 1756.39 805.11
Mung 1944.29 384.97 198.00 Mung 334.93 66.32 198.00 2279.22 451.29Moth 388.86 81.66 210.00 Saesmum 133.97 19.83 148.00 522.83 101.49
2 Rabi 669.86 Wheat 796.35 1552.88 1950.00 796.35 1552.88Gram 132.73 94.23 710.00 132.73 94.23Mustard 265.45 278.72 1050.00 265.45 278.72Cumin 132.73 33.18 250.00 132.73 33.18
3 Zaid 0.00 0.000.00 0.00
Total 4558.44 3888.58 1236.57 903.00 1997.11 2080.33 4481.00 5885.69 3316.90
3888.58669.86
**Write for each crop: The farmers are using traditional varieties of Bajra, whereas varieties like HHB 50,Raj 171, RHB 121 & WCC 75 can increase the production.The farmers are using traditional varieties of Mung, whereas varieties like Pusa 105 & Pioneer can increase the production.The farmers are using traditional varieties of Wheet, whereas varieties like Raj 1482,3077 can increase the production.
Source :- Base line survey ,Revinue Record avalable With Patawari & Agriculture Jounaral 2011
Cropping Status
S. No.
SeasonCrop sown
Rain fed Irrigated Total
Table 2.4.b Abstract of cropped Area(ha)Area under Single cropArea under Double cropArea under Multiple crop Nil
Page 26
Crop wise Kharif CropsCrop Cotton Bajara Mung MothArea 200.96 1555.43 2279.22 388.86
Digrame no :- 2.3.1 Kharif crops (Net sown Area)
Crop wise Rabi cropsCrop wheat Gram MusterdArea 796.35 132.73 265.45
Digrame no :- 2.3.2 Rabi crops (Net sown Area)
Cumin132.73
Saesmum133.97
4%34%
50%
9%
3%
Area
Cotton
Bajara
Mung
Moth
Saesmum
60%10%
20%10%
Area
wheat
Gram
Musterd
Cumin
Page 27
Crop Rotation**will vary from project to projectBajra - WheatBajra - FallowMoong - MusteredMoong - FallowFallow - JeeraFallow - IsabgoalFallow - LucernCluster Bean - FallowFallow - TarameeraTil - FallowMoth - Fallow
The table 2.3 shows that only 669.86 ha is (10.06%) 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 Soil and Water conservation measures
Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)
IndiaHighest Average
in Rajasthan
Highest Average of Agro climatic
zone District Project Area
Bajara 802 655 498 507 495Mung 317 159 210 200 198Moth 144 122 205 271 180cotton 362 317 190 258 175Wheat 2619 2762 1995 2292 1950Gram 808 443 715 905 710Cumin 285 387 265 292 250
Mustard 1177 1232 1050 1320 1050Sesamum 310 149 160 172 148
Source :- Base line survey & Agriculture Literacy Report of Omprakash Ahalavat
Name of the crop
Productivity kg/ha
Page 28
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 Treditional varieties of Bajra. Whereas the recommended varieties like HHB 50,Raj 171, RHB 121 & WCC 75 provide 4 times yield.• The farmers are using Treditional varieties of Mung. Whereas the recommended varieties like Pusa 105 & Pioneer provide 4 times yield.• The farmers are using Treditional varieties of Wheat. Whereas the recommended varieties like Raj 1482 & Raj 3077 provide 4 times yield.• 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(19.93% 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.
Digrame :- Agriculture status.Cumin Productivity (Kg/Ha)
India Rajasthan Nagaur Kurdaya285 387 292 250
050
100150200250300350400
India Rajasthan Nagaur Kurdaya Series1
Page 29
Digrame :- Agriculture status.Cotton Productivity (Kg/Ha) Bajara Productivity (Kg/Ha)Botenical Name Gossipium species Botenical Name Pennisetum americanumFamily Malvaceae Family GramineaeOrigen India Origen India / Africa
India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya362 317 258 175 802 655 507 495
Mung Productivity (Kg/Ha) Moth Productivity (Kg/Ha)Botenical Name Vigna radiata Botenical Name Phaseolus sconlitifoliousFamily Leguminaceae Family LeguminaceaeOrigen India Origen India
India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya317 159 200 198 144 122 271 180
Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat
0
100
200
300
400
India RajasthanNagaur KurdayaSeries1
0100200300400500600700800900
India RajasthanNagaur Kurdaya Series1
0
50
100
150
200
250
300
350
India Rajasthan Nagaur Kurdaya Series1
0
50
100
150
200
250
300
India Rajasthan Nagaur KurdayaSeries1
Page 30
Digrame :- Agriculture status.Wheat Productivity (Kg/Ha) Gram Productivity (Kg/Ha)Botenical Name Triticum species Botenical Name Cice arietinumFamily Gramineae Family LeguminaceaeOrigen India Origen South West Asia
India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya2619 2762 2292 1950 808 443 905 710
Sesamum Productivity (Kg/Ha) Musterd Productivity (Kg/Ha)Botenical Name Sesamum indicum Botenical Name Brassica compestriesFamily Pedaliaceae Family CruferaeOrigen Africa Origen India
India Rajasthan Nagaur Kurdaya India Rajasthan Nagaur Kurdaya310 149 172 148 1177 1232 1320 1050
Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat
0
500
1000
1500
2000
2500
3000
India Rajasthan Nagaur Kurdaya Series1
0
200
400
600
800
1000
India Rajasthan Nagaur Kurdaya Series1
050
100150200250300350
India Rajasthan Nagaur Kurdaya Series1
0200400600800
100012001400
India Rajasthan Nagaur Kurdaya Series1
Page 31
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Area Species Varieties Recommended varieties Production
Nill Nill Nill Grafted Ber, Gola, Sav 12 Qt./Ha.
Nill Nill Nill Gwar Phali 20 Qt./Ha.
Ker, Kumth 15 Kg./per plant.
Nill Nill Nill Nill NillNill Nill Nill Esbgol 2.5 Qt/Ha
Table 2.6 Land holding Pattern in project area
Irrigated (source) Rainfed Total General SC ST OBC BPL
(i)Large farmer 405 756.53 1110.38 1866.91 690.76 336 0 840.15 0(ii) Small farmer 359 451.26 2590.88 3042.14 1125.59 547.58 0 1368.97 0
(iii) Marginal farmer 1315 119.46 879.05 998.51 369.45 179.73 0 449.33 0
(iv) Landless person 66 0 0 0 0 0 0
(V)No. of BPL households 68 46.27 46.27 0 0 0 0 46.27
Total 2145 1327.25 4626.58 5953.83 2185.8 1063.31 0 2658.45 0
Source :- Base line survey & Revinue Record available by Patawari office
Type of FarmerTotal
House holds
Land holding (ha) irrigation source wise Land holding (ha)Social group wise
Activity
Horticulture
Vegetables
FloricultureMedicinal Plants
Page 32
60.67% land holdings belong to small and marginal farmers who own 89.40% of total cultivated area. Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation source. For large farmers with no irrigation facility Horticulture/vegetables will be promoted in a part of land with farm pond/Tanka construction. The following activities will be more beneficial for small land holdings and for diversification and income for large farmersHorticulture 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.
Page 33
Table 2.7 Livestock Status - animals/milk production / average yield.
S.No. Description of animals Population in No. Yield(milk/mutton/W
ool) Equ. cow units
Dry matter requirement per year (7Kg per
animal.)
Total requirement in M.T.
1 Cows MilkIndigenous 497 347.9 5 1269835 1269.835
Hybrid 298 447 Nil 761390 761.392 Buffaloes 1380 2760 3 3525900 3525.93 Goat 1854 370.8 927 2030130 2030.13
Wool 04 Sheep 1865 932.5 932.5 2042175 2042.1755 Camel 5 2.5 Nil 18250 18.256 Horse 18 NA 07 Piggery Nil NA 0
Total 5917 9647680 9647.68
Source :- Base line survey, Veterinary office & PRA Exercise
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 managementfollowing activities will be taken up• Castration• Artificial insemination• Distribution of superior Breeding bulls for use in Cattle and Buffalo• Breeding distribution crossbred ramsBesides 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.
Page 34
Name fo Crop wich produced in watershed areaProduction as table no. 2.4 a
Fodder fectorProduction of M.T.
Wheat 1552.88 1.08 1677.11Bajara 769.94 1.6 1231.90
Mung/Moth 917.92 0.25 229.483138.49
As prectical weight analysis studyTable 2.8 Existing area under fodder (ha)
S.No Item Unit Area/Quantity1 Existing Cultivable area under Fodder Ha Nil2 Production of Green fodder Tonns/year 2803 Production of Dry fodder Tonns/ Year 3138.494 Area under Pastures Ha Nil5 Production of fodder Tonns/year 3418.496 Existing area under Fuel wood Ha Nil7 Supplementary feed Kgs/ day 28 Silage Pits No Nil9 Availability of fodder Tonns 3418.4910 Deficiency of fodder Tonns 6229.19
The table above shows there is fodder deficiency (Requirement is 9647.68 and availability 3418.49)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 implements1 2 3
S. No Implements Nos.1 Tractor 3502 Sprayers-manual/ power 3003 Cultivators/Harrows 1004 Seed drill 3505 Any Other 50
Farm mechanization and seed banks: As discussed earlier 85% land holdings belong to small and marginal farmers
who own only 78% 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 Page 36
Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.
S.No. Name of village Total No .of job cards
Employment Status
1 Bargaon 513 20%2 Ramliyas 62 18%3 Peethas 62 22%4 Beetan 630 19%5 Kurdaya 994 15%
Total 2261Table 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)
Income from such
occupation (Rs. in lakh)
Bargaon 91 120 Unemployment 25 8.736Ramliyas 13 180 Unemployment 28 1.872Peethas 10 180 Unemployment 25 1.440Beetan 137 120 Unemployment 28 13.152
Kurdaya 162 180 Unemployment 35 23.328Total 413 48.528
The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods . The existing livelihoods Village are given belowTable 2.12 (a)Major activities (On Farm)
No of House holds2079NillNillNill66
Average annual income from the15500
Road, Nadi, Categary 4
Activity taken up so far
Road, Nadi, Categary 4Road, Nadi, Categary 4Road, Nadi, Categary 4Road, Nadi, Categary 4
NillNill
13500
Name of activitycultivatorsDairyingPoultryPiggery
Landless Agri. Labourers
Nill
Page 37
Table 2.12 (b) Major activities (Off Farm)
Name of activity Households / individuals
Artisans 3Carpenter 11Blacksmith 10Leather Craft 10Porter 5 Mason 9Others specify (Cycle Repair ,STD,Craft etc)
12
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 Status of Existing SHG
S.No Name of SHG Members Activity involved
Monthly income
Fund available
Assistance available
Source of assistance
Training received
1 Hriyalo Rajsthan 12 600 9002 Maa Srswati 12 600 28503 Savita Bhart 13 600 11004 Ajad Bhart 13 600 16005 Kenra Bhart 13 600 11006 Jay Mahadev 10 1000 100007 Laxmi 8 800 40008 Pabuji Rathor 5 5009 Hriyalo Rajsthan 10 500 200010 Siree Balaji 11 550 270011 Maa Bhagwati 17 850 200012 Dadhimati 5 50013 Jay Siree Baba Ramdev 5 50014 Baba Devidas 5 50015 Dhandas ji 5 500
The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance
4200036000
Average annual income from the
2800035000370002200018500
Page 38
II. Technical Features
Table 2.14 Ground Water
S.No Source No. Functional depth Dry Area
irrigatedWater
availability(days)
i) Dug wells 16 No water 16 Nill Nill
ii) Shallow tube wells 0 0 0 0 0
iii) Pumping sets 0 0 0 0 0iv) Deep Tube Wells 127 450 -500 Fit 30 1327.25 365
Total 143 0 46 1327.25 365
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 Bargaon 10470 5832.05 4 Nadi 1 3 02 Ramliyas 1365 644.38 1 Nadi 1 1 03 Peethas 1305 2976.44 1 Nadi 1 0 04 Beetan 17685 373.97 4 Nadi 2 2 05 Kurdaya 19810 13275.07 10 Nadi 2 8 0
50635 23101.92Note :- Total run of available As table no 2.18 (b) stored in Nadi.
Only 40% becomes available for drinking purpose. Belence runoff is not availablebecouse of infiltration,evoporation & animal defolcation.
Villegers are have to be use hard water from tubewell & contaminated water of Nadi
Page 39
Table 2.16 Water Use efficiency
through water saving
devices(Drip/Sprinklers)
through water conserving agronomic practices#
Any other (pl. specify) Total
7 Nil Nil 71 Nil Nil 1
• 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.
S.No. Area in hectares1 66602 Nil3 Nil4 Nil
As most of the area has slope less than 3% construction of contour bunds can solve the problemof water erosion in agriculture fields and protect washing of top soil and manures/fertilisers
Slope percentage0 to 3%3 to 8%8 to 25%> 25%
Slope of Watershed
Name of major crop
WheatCumin
Area (Hectare)
Page 40
Table 2.18 Water BudgetingTable 2.18 (a) Total available runoff(cum) use Stranges table
Macro/Micro Area Type of Catchment Total Runoff
17/1 6660 Average 1165500
Total 6660.00 1165500
Table 2.18 (b) Details of already stored runoff(Surface Water structures)
Sr no Name of village Unit Structure No Area according to Yield of
Total Runoff
1 Barganw No Nadi 4 30.41 175 5321.75
2 Ramliyas No Nadi 1 3.36 175 588
3 Peethas No Nadi 1 15.52 175 2716
4 Beetan No Nadi 4 1.95 175 341.25
5 Beetan No WHS 1 205 175 35875
6 Kurdaya No Nadi 10 69.22 175 12113.5
56955.5
STORAGE OF RUNOFF BY PROPOSED STRUCTURES
S.No. Name of Structure No.Storage Capacity
of eachStorage Capacity
total
1 Khet talai 54 150 8100
8100
Runoff trapped in existing & proposed structures =-56955.5 +8100= 65055.5cum.
% Runoff trapped = total runoff trapped x100/Total available runoff=5.58
Source:- Available Revinue Record data & WAPCOS map data
Yield of runoff from catchment per ha.(cum.) use Stranges table
175
175
Total
Page 41
Table 2.19 Soil details
AS.No.
12
BS.No.
123
C Soil fertility Status Kg/haN 32P 17K 140
Micronutrients PPM0.2
The analysis of table shows need to improve and maintain soil fertility. Soil health card to everyfarmer every crop season will be provided, which will include the recommendation for Applicationmicro nutrient and fertilizers
Recommended7756
300.
0.6
Soil Depth :Depth (Cms.)0.00 to 7.50
7.50 to 45.00> 45.00
Area in hectares1190.774763.06
Soil ProfileMajor Soil Classes
Sandy loamClay loam
5953.83706.17
Area in hectares
Page 42
Table 2.20 Erosion details
Cause Type of erosionArea
affected (ha)
Run off(mm/y
ear)
a Sheet 6072 325b Rill 523 325c Gully 65 325
6660
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 waterconservation 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 rechargeGround Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stonecheck Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.
Wind erosionTotal for project
Average soil loss (Tonnes/ ha/ year)
Sub-Total 10674
91081046520
Erosion status in project Area
Water erosion
Page 43
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 wallwritings etc. were carried out in all the habitations of ten 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 watershedcommittee and approval of DPR.
S. No. Name of the Gram Panchayat
1 Barganw2 Kurdaya
GLR of Kurdaya (EPA) Pangat & Pasu kheli of Kurdaya (EPA)
Date on which Grama Sabha approved EPA
18-1-1219-1-12
Page 44
1 3 4 5 6 7 8 9
S. No.
Amount earmarked
for EPAEntry Point Activities planned
Estimated cost
Expenditure incurred
Balance Expected outcome Actual outcome
1 8.71
Tanka work at samsan , Plantation & Fancing work at Nadi to
protect potable water from animals
8.71 3.2 5.51Village public will happy and trust to our project activity &
creation of awareness
Pure water will be available through out the year for drinking
purpose
2 4.94Tanka work at samsan & school,
Plantation & Fancing work at samsan to stop animals
4.94 2.72 2.22Village public will happy and trust to our project activity &
creation of awareness
Pure water will be available through out the year for drinking
purpose
3 2.45Fancing work at Nadi to protect
potable water from animals 2.45 0.5 1.95
Village public will happy and trust to our project activity &
creation of awareness
Pure water will be available through out the year for drinking
purpose
4 4.81
Tanka work at govt land to provide potable water to
villegers, Plantation & Fancing work to protect Plantation
4.81 2.72 2.09Village public will happy and trust to our project activity &
creation of awareness
Pure water will be available through out the year for drinking
purpose
5 19.04Water management &
Arrangement of potable water at water source
19.04 6.75 12.29Village public will happy and trust to our project activity &
creation of awareness
Pure water will be available through out the year for drinking
purpose39.95 39.95 15.89 24.06
Ramliyas
Peethas
2
Beetan
Kurdaya
Names of village
Bargaon
Page 45
The PRA exercise was carried out in all the villages on the dates shown below:
S. No.
12345
Transact walk were carried out involving the community for Social mapping, Resource mapping. Detailed discussions anddeliberations with all the primary stakeholders were carried out.Socio-economic survey was carried out during May 2012 to Dec. 2012 (dates) period covering all the households and primary dataon demography, Land holdings, Employment status, Community activities etc. was collected as mentioned in chapter 2.
State remote sensing department was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-3imageries 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 WAPCOS 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 mapBased 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 ------.
Kurdaya
Ramliyas
Beetan
11-2-13
Date on which PRA conducted
Bargaon11-2-13
5-2-136-2-13
11-2-13Peethas
Name of the village/Habitation
Page 46
. CAPACITY BUILDINGTable- List of approved Training Institutes@ for Capacity Building in the project area
1 2 3 4 5 6 7 8
S. No.Name of
StakeholdersName of the
Training Institute
Full Address with contact no.,
website & e-mail
Name & Designation of the Head of Institute
Type of Institute# Area(s) of speciali-zation$
Accredita-tion details
IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department
WCDC Nagaur WCDC office PM Govt office Watershed Department
IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department
WCDC Nagaur WCDC office PM Govt office Watershed Department
Panchayat Samiti [email protected]
Parkash Chander Hatila Aen
Govt. Watershed works
KVK Nagaur Athiyasan Nagaur Director KVK Research Institutes Research Institutes
4 SHGs IT Center At GP Sarpanch Gram Panchyat Community Dovelpment
Panchayat Samiti [email protected]
Parkash Chander Hatila Aen
Govt. Watershed works
KVK Nagaur Athiyasan Nagaur Director KVK Research Institutes Research Institutes
IT Center At GP Sarpanch Gram Panchyat Community Dovelpment
6 GPs IT Center At GP Sarpanch Gram Panchyat Community Dovelpment
7 Community IT Center At GP Sarpanch Gram Panchyat Community Dovelpment
8 PM/SLNA
# Central govt. Dept./ State govt. Dept./ Autonomous Body/ Research Institutes/ Universities/ Others (pl. specify)$ Capacity Building/ Agriculture/ Horticulture/ Animal Husbandry/ Pisciculture/ Remote Sensing/ Water conservation/ Ground water/ Forestry/ livelihoods/ entrepreneurship development/ others (pl. specify)@ The training institutes must fulfill the conditions mentioned in the operations guidelines.
WCs5
UGs3
PIAs
WDTs
1
2
Page 47
Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.
1 2 3
I year
II year
III year
IV year
V year
Total I year
II year
III year
IV year
V year
Total I year II year III year IV year V year Total
1 PIAs 2 2 2 2 2 1 9 3 2 2 1 1 9 30 20 20 10 5 85Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 0.18 0.12 0.12 0.06 0.03 0.51
2 WDTs 4 4 4 4 4 4 20 3 3 3 1 1 11 84 60 60 8 8 220Rate 0.005 0.005 0.005 0.005 0.005FINANCIAL 0.42 0.30 0.30 0.04 0.04 1.10
3 UGs 100 25 20 20 20 20 105 2 2 2 2 2 10 150 120 120 120 120 630Rate 0.004 0.004 0.004 0.004 0.004FINANCIAL 0.6 0.48 0.48 0.48 0.48 2.52
4 SHGs 663 150 150 150 150 63 663 2 2 2 2 1 9 600 600 600 600 126 2526Rate 0.0035 0.0035 0.0035 0.0035 0.0035FINANCIAL 2.10 2.10 2.10 2.10 0.44 8.841
5 WCs 15 15 15 15 15 15 75 1 1 1 1 1 5 45 45 45 45 45 225Rate 0.003 0.003 0.003 0.003 0.003FINANCIAL 0.135 0.135 0.135 0.135 0.135 0.675
6 GPs 30 30 30 30 30 30 150 1 1 1 1 1 5 60 60 60 60 60 300Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.12 0.12 0.12 0.12 0.12 0.6
7 Community 250 100 100 100 100 100 500 1 1 1 1 1 5 100 100 100 100 100 500Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.2 0.2 0.2 0.2 0.2 1
8 EXPOSURE TOUR (INTERSTATE)
500 100 100 50 50 50 350 1 1 1 1 1 5 700 700 350 350 350 2450
Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 4.20 4.20 2.10 2.10 2.10 14.70
9 EXPOSURE TOUR (INTRASTATE)
150 30 30 30 30 30 150 1 1 1 1 1 5 300 300 300 300 300 1500
Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 1.80 1.80 1.80 1.80 1.80 9.00
10 PM/SLNA 0 0 0.21 0.2 0.2 0.2 0.2 1.0111 TOTAL
PHYSICAL1714 456 451 401 401 313 2022 15 14 14 11 10 64 2079 2015 1663 1600 1120 8476
12 TOTAL FINANCIAL
0 0 9.97 9.66 7.56 7.24 5.55 39.956
5 6 7
S. No.
Project Stakeholder
s
Total no. of
persons
No. of persons to be trained during project period
No. of Training to be organized during project period
No. of person days to be trained during project period
Page 48
Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.
1 2 3
I year II year
III year
IV year
V year Total I year II year
III year
IV year
V year Total I year II year
III year
IV year
V year Total
1 PIAs 2 2 2 4 1 1 2 4 4 82 WDTs 4 4 4 4 0 0 12 2 2 1 0 0 5 40 40 8 0 0 883 UGs 30 30 30 60 2 2 4 60 60 1204 SHGs 663 150 150 150 150 63 663 1 1 1 1 1 5 150 150 150 150 63 6635 WCs 15 15 15 15 45 1 1 1 3 15 15 15 456 GPs 30 30 30 60 1 1 2 30 30 607 Commun
ity100 100 100 1 1 100 100
8 EXPOSURE TOUR(INTER STATE)
100 50 50 100 5 5 10 250 250 500
9 EXPOSURE TOUR(INTRA STATE)
30 30 30 10 10 300 300
10 PM/SLNA 0 0 0
11 TOTAL PHYSICAL
974 381 311 169 150 63 1074 14 23 3 1 1 42 649 849 173 150 63 1884
12 TOTAL FINANCIAL
0 0 9.97 9.66 7.56 7.24 5.55 39.96
5 6 7
S. No.
Project Stakehol
ders
Total no. of
persons
No. of persons to be trained during project period
No. of Training to be organized during project period
No. of person days to be trained during project period
Page 49
Table-, Education & Communication (IEC) activities in the project area (1% of total Project cost.)1 2 3 4 6
I year II year III year vI year V year Total
1 ekWMy #QVkWi okVj gkjosZfVx LVªDplZ ¼iapk;r lfefr, jktho xkW/kh lsok dsUnz ;k vU; iapk;r lfefr Lrjh; utnhdh ljdkjh Hkou ½A
0.20 1.00 0.99 1.99
2 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk POP / CLAY / WOOD / PLASTIC ls cuk gqvk ekWMyA
0.20 0.20
3 MhLiys cksMZs@IysxDlh cksMZ@ 0.30 0.25 0.25 0.80
4 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks o izkfIr vkfn dks n’kkZrh gqbZ A
0.35 0.10 0.05 0.50
5 tyxzg.k fodkl laca/kh eqfnzr iEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA
0.25 0.10 0.10 0.10 0.10 0.65
6 Ukkjk ys[ku 0.75 0.20 0.20 0.10 0.10 1.35
S. No. Activity Executing agency
Allocation out of 1% of total
Project cost
Expected Outcome
(may quantify, wherever possible)
0.10
0-25
Page 50
7 lQyrk dh dgkuh;ksa dh ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa d`"kdks ls lk{kjkrdkj @ okrkZ A
0.20 0.15 0.15 0.15 0.20 0.85
8 fucU/k o okn&fookn izfr;ksfxrk 0.05 0.05 0.05 0.05 0.05 0.25
9 jsfM;ksa@nwjn’kZu ij okrkZ o foKkiu 0.20 0.10 0.10 0.40
10 lkaLd`frd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh 0.20 0.20
11 uqDdM+ ukVd 0.20 0.20 0.40
12 dViqryh izn’kZu0.10 0.10 0.10 0.05 0.05 0.40
13 jkf= xks"Bh 0.15 0.15 0.15 0.10 0.55
14 Hkw laj{k.k lIrkg 0.15 0.15 0.15 0.15 0.15 0.75
15 psruk jSyh 0.05 0.05 0.05 0.15
16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe 0.25 0.25
17 d`"kd fnol dk vk;kstu ,oa {ks= Hkze.k fnol dk vk;kstu bR;kfn 0.30 0.30
18 dqy 1.00 4.20 3.09 1.25 0.70 0.75 9.99
0.20
0.15
0.10
Page 51
WAPCOS 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 levelVarious thematic layers provided by WAPCOS 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 ( in delineated watershed projects)
Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as discussed in chapter 2) final Treatment plan on revenue map for implementation has been framed. Thus each intervention identified has been marked on revenue map (map enclosed in DPR as annexure------).The GIS based intervention map, PRA based intervention map are annexed as ------.
B)Livelihood Action Plan (LAP):
An awareness programme has been undertaken at Gram Sabha for communication & sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the funds under the livelihood component. LAP has been prepared by the PIA in consultation with WDT, WC & the members of SHG,SC/ST, women, landless/ assetless households. Details of funds available & their utilisation is as under :
(i) Total project cost Rs.999 Lacs.(ii) Funds available under livelihood component is 9% of total project cost= Rs.89.91 Lacs.(a) Seed money for SHGs as revolving fund = Rs.55.16 Lacs.
(minimum 60% of livelihood component)No. Of SHG to be formed 221 Nos.No of persons (members) in SHGs 1105 Nos.(b) Seed money for enterprising individuals = Rs 8.75 Lacs (minimum 10% of livelihood component)
Page 52
No. Of SHG to be formed 221 Nos.List of shg & Proposed Activities.
S.No Watershed Committee
Basic work 1 2 3 4 5 6
cement item work Fencing pol Gamala
making Chula making
Borsot making
Jali making
Domestic work Masala Dal work Papad making
Badi making
Salewada making
flor Seva making(meggi)
Agriculture work Nursary work Horticulture Ker
colllectionKumath
collectionsangari
collection
Animal husbendry Bakari palan
Netural incemination
(Got)
Netural incemination
(Buffellow Bull)
Netural incemination (Cow
Bull)
Dairy milk collection
centre
Wool collection centre
Handi craft work Wall hangings Embrodary Tailoring Painting Pillo cover
making
Technical work Solar cooker making
Solar Drier Making Barber work Luhar
workPuncher shope
Repair & Maintenance
work of House hold Items
2 Barganw
As
per T
able
no
2.13
S
HG
for t
here
act
ivity
is
bei
ng id
entif
ing
as
ther
e de
sire
&
capa
city
Activity Proposed
1 Kurdaya
Same as above
As
per T
able
no
2.13
SH
G f
or th
ere
activ
ity is
bei
ng
iden
tifin
g as
ther
e de
sire
& c
apac
ity
Name of SHG
Page 53
No of persons identified as enterprising individuals 35 Nos.List of persons & Proposed Activities.
S.No Watershed Committee
Name of Person
Basic work 1 2 3 4 5 6
cement item work Fencing pol Gamala
making Chula making
Borsot making
Jali making
Domestic work Masala Dal work Papad making
Badi making
Salewada making
flor Seva making(meggi)
Agriculture work Nursary work Horticulture Ker
colllectionKumath
collectionsangari
collection
Animal husbendry Bakari palan
Netural incemination
(Got)
Netural incemination
(Buffellow Bull)
Netural incemination (Cow
Bull)
Dairy milk collection
centre
Wool collection centre
Handi craft work Wall hangings Embrodary Tailoring Painting Pillo cover
making
Technical work Solar cooker making
Solar Drier Making Barber work Luhar
workPuncher shope
Repair & Maintenance
work of House hold Items
2 Barganw Yet to be adentified
Activity Proposed
1 Kurdaya
Yet
to b
e ad
entif
ied
Same as above
Page 54
(c) Funds for Enterprising Federations of SHG (Maximum 30 % of livelihood activities)= Rs.26.00 Lacs
The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to avail a composite loan for undertaking major livelihood activities or to upscale activities as recommended by the WC & approved by WCDC in consultation with line departments.
Details of enterprising SHG/federation is given below :
S.No. Name of SHG/ SHG federation
Project Name Quantity Project Cost
in lacs Total cost Cost from
Project Fund
Convergence Fund By Bank
loan / Self investment
1 Dairy Works Milk
collection & chilling centre
2 4.50 9.00 4.00 5.00
2 Mason Cement Items work 8 4.20 33.60 16.00 17.60
3 Viswakarma Technical work 3 4.00 12.00 6.00 6.00
Total 54.60 26.00 28.60
* Details of project activities can be prepared in coming years after formation of SHG federation or as the case may be.
Page 55
C) Production Plan:An awareness programme has been undertaken at Gram Sabha for communication & sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is pre-requisite for availing the funds under the Production System & microenterprises component. Production plan has been prepared by the PIA in consultation with WDT, WC & the members of Users Group. Details of funds available & their utilisation is as under :
(iii) Total project cost Rs.999 Lacs.(iv) Funds available under Production System & Micro enterprises component is 10% of total project cost= Rs.99.90 Lacs.
List of persons & Proposed Activities for production system
S.No Name of Person Activities Proposed
1Demostration & Horticulture work will be fased on soil serovey Report & Report is
yet pending
Horticuture, Demostration, Kichan gardan
(viii) Funds for Animal Husbandary activities 13.83 lacs.Details of is Animal Husbandary activities given below :
S.No. Name of Activity Quantity Unit cost Total
1 cow Bull Distribution 2 0.245 0.49
2 Bufallo Bull Distribution 2 0.25 0.50
3 Goat Distribution 33 0.08 2.64
4 Animal Development (Shed, Manger, Chap cutter & Compost) 34 0.3 10.20
Total 13.83
Page 56
Awareness Programme -Slogan Wall Painting, Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana RallyBroadcasting / Telecasting Film Show Visit- intra/ inter/ out of State/ AbroadFortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.
Creation Of Disease Free Zone: Livestock’s health coverage Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)Distribution of mineral mixture. (Convergence with peer department)Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.Ensure Hygenic measures to check Zonosis.(DAH/ IWMP)Construction of Animal Sheds with Manger and Portable Manger With accessories Provision of Cattle Water Troughs.Infertility Management: To ensure Livestock’s Productivity Expansion of AI Coverage/ reduction in no.of infertile females. PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENTBreed Improvment: To ensure Livestock’s Productivity enhancement A.I. (Convergence with peer department)Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.Registration of bulls (Convergence with peer department)Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.
Financial Incentive to the Inseminator for Calf Borns.Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva An Assistance to control Malnutrition: Protein SupplementationFeed & fodder production enhancement.
ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating outgoing liabilities as well as new projects which they wish to take during next financial years & will submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased changed rates will be applicable for preparing AAP & the effect of same can be met by converging the remaining works with other schemes.
Page 57
Arable conservation Bargonw
According to land topography and contour map of watershed we came to know that maximum Land holdingas per cultivator is 2 Ha to 15 ha Such that we prescribe earthen bunds for treatment of arable land
(A)Land Holding
Area Unit cost No Total cost Treated areaLand Holding
Area Unit cost No Total cost Treated areaHa Ha2 0.77 2 1.54 4 2 0.51 14 7.14 285 1.07 1 1.07 5 5 0.62 15 9.3 7510 1.53 1 1.53 10 10 0.8 16 12.8 16015 1.75 1 1.75 15 15 0.7 15 10.5 22520 2.05 1 2.05 20 20 0.75 15 11.25 300
6 7.94 54 75 50.99 788
(B)Land Holding
Area Unit cost No Total cost Treated areaLand Holding
Area Unit cost No Total cost Treated areaHa Ha10 1.65 1 1.65 10 10 0.89 2 1.78 2015 1.96 1 1.96 15 15 0.79 3 2.37 4520 2.38 1 2.38 20 20 0.91 6 5.46 120
3 5.99 45 11 9.61 185
9574.531072
Earthen Bund with waste weir Only Waste weirMore then 1% slope
Total No.Total cost
Total area treated by earhen bund
Earthen Bund with waste weir Only Waste weirLess then 1% slope
Page 58
Arable conservation Kurdaya
According to land topography and contour map of watershed we came to know that maximum Land holdingas per cultivator is 2 Ha to 15 ha Such that we prescribe earthen bunds for treatment of arable land
(A)Land Holding
Area Unit cost No Total cost Treated areaLand Holding
Area Unit cost No Total cost Treated areaHa Ha2 0.77 0 0 0 2 0.51 15 7.65 305 1.07 1 1.07 5 5 0.62 15 9.3 7510 1.53 1 1.53 10 10 0.8 15 12 15015 1.75 1 1.75 15 15 0.7 16 11.2 24020 2.05 1 2.05 20 20 0.75 16 12 320
4 6.4 50 77 52.15 815
(B)Land Holding
Area Unit cost No Total cost Treated areaLand Holding
Area Unit cost No Total cost Treated areaHa Ha10 1.65 1 1.65 10 10 0.89 4 3.56 4015 1.96 1 1.96 15 15 0.79 3 2.37 4520 2.38 1 2.38 20 20 0.91 4 3.64 80
3 5.99 45 11 9.57 165
9574.111075
Earthen Bund with waste weir Only Waste weirMore then 1% slope
Total No.Total cost
Total area treated by earhen bund
Earthen Bund with waste weir Only Waste weirLess then 1% slope
Page 59
Area Cost
Proposed Development Plan 6660 999.00
(A)
Qua
ntity Total
Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Qua
ntity Total
Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Qua
ntity Total
Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Admn. 10% 99.90 10% 52.29 52.29 10% 47.61 47.61 99.90 99.90Monitoring 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99Evaluation 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99
EPA 4% 39.96 4% 20.916 20.916 4% 19.044 19.044 39.96 39.96I & CB 5% 49.95 5% 26.145 26.145 5% 23.805 23.805 49.95 49.95DPR 1% 9.99 1% 5.229 5.229 1% 4.761 4.761 9.99 9.99
Total (A) 219.78 115.04 115.04 104.74 104.742 219.78 219.78
(B)
Waste weir & Earthen Bund 190 95 74.53 74.53 5.59 95 74.11 74.11 5.56 190 148.64 148.64 11.15Tanka 224 1.36 114 155.04 155.04 11.63 110 149.60 149.60 11.22 224 304.64 304.64 22.85
Khet talai 54 1.75 34 59.50 59.50 4.46 20 35.00 35.00 2.63 54 94.50 94.50 7.09Total 289.07 289.07 21.68 258.71 258.71 19.40 547.78 547.78 41.08
Tanka 6 1.36 2 2.72 2.72 0.00 4 5.44 5.44 0.00 6 8.16 8.16 0.00Khet talai 2 1.75 0 0.00 0.00 0.00 2 3.50 3.50 0.00 2 3.50 3.50 0.00
Total 2.72 2.72 8.94 8.94 11.66 11.66 0.00Total (B) 0 291.79 291.79 21.68 267.65 267.65 19.40 559.44 559.44 41.08
Preparatory phase activities capacity building trainings & EPATotal
Natural resource management (56%)Conservation measures for arable land(private land)
ActivityQ
uant
ity Unit Cost
Barganw Kurdaya
Conservation measures for non arable land
Page 60
( C )
Qua
ntity Total
Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Qua
ntity Total Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Qua
ntity Total
Cost
Cost
from
Pro
ject
Fu
nd
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Production measures for arable landHorticulture 214 0.30 107 32.10 32.10 22.47 4.82 107 32.10 32.10 22.47 4.82 214 64.20 64.20 44.94 9.63Kitchen Garden 20 0.075 10 0.75 0.75 0.11 10 0.75 0.75 0.11 20 1.50 1.50 0.23Crop Demostration(oil seed) 44 0.075 22 1.65 1.65 0.25 22 1.65 1.65 0.25 44 3.30 3.30 0.50Crop Demostration(pulses) 39 0.05 20 1.00 1.00 0.15 19 0.95 0.95 0.14 39 1.95 1.95 0.29Production measures for non arable land pastureSilvi Pasture (Ha.) 72 Ha. 0.21 0.00 0.00 72 15.12 15.12 72 15.12 15.12 0.00Veterinary DevelopmentBull Distribution 2 0.245 1 0.245 0.245 0.04 1 0.245 0.245 0.04 2 0.49 0.49 0.07Bufallo Bull Distribution 2 0.25 1 0.25 0.25 0.04 1 0.25 0.25 0.04 2 0.50 0.50 0.08Goat Distribution 33 0.08 17 1.36 1.36 0.20 16 1.28 1.28 0.19 33 2.64 2.64 0.40Animal Development (Shed, Manger, Chap cutter & Compost, Milk cane, Demo)
34 0.3 17 5.10 5.100.77
17 5.10 5.100.77
34 10.20 10.20 1.53
Total (C) 42.46 42.46 22.47 6.37 57.45 57.45 22.47 6.35 99.90 99.90 44.94 12.72(D)
Revolving Fund to SHG (60 % minimum ) 221 0.25 114 28.50 28.50 107 26.66 26.66 221 55.16 55.16 0.00
Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 18 4.50 4.50 17 4.25 4.25 35 8.75 8.75 0.00
Grant in aid to enterprising SHG or Federation of SHGs individual (30 % maximum )
13 2.00 7 14.00 14.00 6 12.00 12.00 13 26.00 26.00 0.00
Total (D) 47.00 47.00 42.91 42.91 89.91 89.91 0.00(E) Consolidation 29.97 29.97
Grand Total 496.28 496.28 28.05 0.00 472.75 472.75 25.75 0.00 999.00 999.00 44.94 53.80
Activity
Qua
ntity Unit
Cost
Livelihood System 9%
Production System Micro interprises 10%Barganw Kurdaya Total
Page 61
CHAPTER -I VActivity wise Total Abstract of cost
Activity Unit Quantity Unit cost Total costCost from
Project FundConvergence
FundBeneficiary
Contribution*
(A)Admn. 99.90 99.9
Monitoring 9.99 9.99Evaluation 9.99 9.99
EPA 39.96 39.96I & CB 49.95 49.95DPR 9.99 9.99
Total (A) 219.78 219.78 0.00 0.00(B)
Waste weir & Earthen Bund 190 0.00 148.64 148.64 0.00 11.15Tanka 224 1.36 304.64 304.64 0.00 22.85
Khet talai 54 1.75 94.50 94.50 0.00 7.09Total 547.78 547.78 0.00 41.08
Tanka 6 1.36 8.16 8.16 0.00 0.00Khet talai 2 1.75 3.50 3.50 0.00 0.00
Total 11.66 11.66 0.00 0.00Grand Total (B) 559.44 559.44 0.00 41.08
Preparatory phase activities capacity building trainings & EPA
Natural resource management (56%)Conservation measures for arable land(private land)
Conservation measures for non arable land
Page 62
(C)
Horticulture 214 0.30 64.20 64.20 44.94 9.63Kitchen Garden 20 0.08 1.50 1.50 0.00 0.23
Crop Demostration(oil seed) 44 0.08 3.30 3.30 0.00 0.50Crop Demostration(pulses) 39 0.05 1.95 1.95 0.00 0.29
Silvi Pasture 72 0.21 15.12 15.12 0.00 0.00
Bull Distribution 2 0.245 0.49 0.49 0.00 0.07Bufallo Bull Distribution 2 0.25 0.50 0.50 0.00 0.08Goat Distribution 33 0.08 2.64 2.64 0.00 0.40Animal Development (Shed, Manger, Chap cutter & Compost, Milk cane, Demo) 34 0.30 10.20 10.20 0.00 1.53
Total (C) 99.90 99.90 44.94 12.72(D)
Revolving Fund to SHG (60 % minimum ) 221 0.25 55.16 55.16 0.00 0.00
Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 8.75 8.75 0.00 0.00
Grant in aid to enterprising SHG or Federation of SHGs individual (30 % maximum )
13 2 26.00 26.00 0.00 0.00
Total (D) 89.91 89.91 0.00 0.00(E) Consolidation 29.97 29.97
Grand Total (A+B+C+D+E) 999.00 999.00 44.94 53.80*Tentative and will vary during execution according to beneficiary
Veterinary Development
Livelihood System 9%
Production System (10%)Production measures for arable land
Production measures for non arable land pasture
Page 63
CHAPTER – VAnnual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Project Fund
Area 6660 Ha Cost Lacs(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
Admn. 10 99.9 1.5 14.99 2 19.98 2.5 24.98 2 19.98 2 19.98 10 99.90Monitoring 1 9.99 0.2 2.00 0.25 2.50 0.25 2.50 0.15 1.50 0.15 1.499 1 9.99Evaluation 1 9.99 0 0.00 0.1 1.00 0.4 4.00 0 0.00 0.5 4.995 1 9.99
EPA 4 39.96 4 39.96 0 0.00 0 0.00 0 0.00 0 0 4 39.96I & CB 5 49.95 2 19.98 1 9.99 1 9.99 1 9.99 0 0 5 49.95DPR 1 9.99 1 9.99 0 0.00 0 0.00 0 0.00 0 0 1 9.99
Total (A) 22 219.78 0.00 0.00 8.70 86.91 3.35 33.47 4.15 41.46 3.15 31.47 2.65 26.47 22 219.78(B)
Waste weir & Earthen Bund 190 0 148.64 0 0 68 53.51 84 65.4 38 29.728 0 0 190 148.64Tanka 224 1.36 304.64 0 0 81 110.2 98 133.3 45 61.2 0 0 224 304.64
Khet talai 54 1.75 94.5 0 0 19 33.25 24 42 11 19.25 0 0 54 94.50Total 547.78 0.00 0.00 196.92 240.68 110.18 0.00 547.78
Tanka 6 1.36 8.16 0 0 3 4.08 3 4.08 0 0 0 0 6 8.16Khet talai 2 1.75 3.50 0 0 1 1.75 1 1.75 0 0 0 0 2 3.50
Total 11.66 0 5.83 5.83 0 0 11.66Grand Total (B) 559.44 0.00 0.00 202.75 246.51 110.18 0.00 559.44
Activity Unit Total cost
1st year Total2nd year 3rd year
999.00
Unit Cost
Conservation measures for arable land(private land)
Conservation measures for non arable land
Natural resource management (56%)
4th year 5th year 6th yearPreparatory phase activities capacity building trainings & EPA
Page 64
(C)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
Horticulture 214 0.30 64.20 0 0 11 3.3 92 27.6 95 28.5 16 4.8 214 64.20Kitchen Garden 20 0.08 1.50 0 0 4 0.3 7 0.525 7 0.525 2 0.15 20 1.50
Crop Demostration(oil seed) 44 0.08 3.30 0 0 10 0.75 16 1.2 16 1.2 2 0.15 44 3.30Crop Demostration(pulses) 39 0.05 1.95 0 0 10 0.5 12 0.6 14 0.7 3 0.15 39 1.95
Silvi Pasture 72 0.21 15.12 0 0 72 15.12 0 0 0 0 0 0 72 15.12
Bull Distribution 2 0.245 0.49 0 0 0 0 1 0.245 1 0.245 0 0 2 0.49Bufallo Bull Distribution 2 0.25 0.50 0 0 0 0 1 0.25 0 0 1 0.25 2 0.50Goat Distribution 33 0.08 2.64 0 0 0 0 12 0.96 10 0.8 11 0.88 33 2.64
Animal Development (Shed, Manger, Chap cutter & Compost)
34 0.30 10.20 0 0 0 0 12 3.6 10 3 12 3.6 34 10.20
Total (C) 99.90 0.00 0.00 19.97 34.98 34.97 9.98 99.90(D)
Revolving Fund to SHG (60 % minimum ) 221 0.25 55.16 0 0 35 8.75 94 23.41 89 22.25 3 0.75 221 55.16
Revolving Fund to enterprising individual (10 % maximum ) 35 0.25 8.75 0 0.00 5 1.25 11 2.75 10 2.50 9 2.25 35 8.75
Grant in aid to enterprising SHG or Federation of SHGs individual (30 % maximum )
13 2.00 26.00 0 0.00 1 2.00 6 12.00 5 10.00 1 2 13 26.00
Total (D) 89.91 0.00 0.00 12.00 38.16 34.75 5.00 89.91(E) Consolidation 29.97 29.97 29.97
Grand Total (A+B+C+D+E) 999.00 0.00 86.91 268.19 361.11 211.37 71.42 999.00
Activity Unit Total cost
1st year 2nd yearUnit Cost
Production measures for non arable land pasture
Veterinary Development
Livelihood System 9%
Production measures for arable land
3rd year 4th year 5th year 6th year Total
Production System (10%)
Page 65
CHAPTER – VI EXPECTED OUT COMES1 2 3 4 5 6S.
No.Item Unit of measurement Pre-project Status
Expected Postproject Status
Remarks
1Status of water table (Depth to Ground
water level)Feet 450 -500 Fit 300-400
2Ground water structures repaired/
rejuvenatedNo. Nill Nill
3 Quality of drinking water Description Salty water Less Salty water4 Availability of drinking water Description 6 Month 12 Month5 Change in irrigated Area Ha 1327.25 14106 Change in cropping/ land use pattern Description Crop rotation7 Area under agricultural crop Ha 5953.83 5953.83
Area under single crop Ha 3888.58 4479.58Area under double crop Ha 669.86 716
Area under multiple crop Ha 238 Change in cultivated Area Ha 5885.69 5953.839 yield of major crops of area q/ha
Yield of Bajra q/ha 4.95 5.2Yield of Wheat q/ha 19.50 20.3Yield of Gram q/ha 7.10 8
Yield of Mustard q/ha 10.50 11.2510 production of major crops of area ton
Production of Bajra ton 495.00 586Production of Wheat ton 1552.88 1659Production of Gram ton 94.23 105
Production of Mustard ton 278.72 32511 Area under vegetation Ha Nill 2412 Area under horticulture Ha Nill 1513 Area under fuel Ha Nill 1014 Area under Fodder Ha Nill 2415 Fodder production Q 3418.49 9647.6816 Milk production Litres/day 3925.7 456217 SHGs Active No. Nill 22118 No. of livelihoods No. Nill 3519 Income Rs.in la 0.18 Lacs/year 0.36 Lacs/year20 Migration No. 413 Nil21 SHG Federations formed No. Nill 13
Page 66
Area 6660 999
To be entered at SLNA Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 Capacity building 0.0005 0.50 0.00 0.20 0.10 0.10 0.10 0.00
3 Monitoring 0.002 2.00 0.00 0.40 0.50 0.50 0.30 0.30
4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 Evoluation 0.01 9.99 0.00 0.00 1.00 4.00 0.00 5.00
6 EPA 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.001 1.00 0.00 0.00 0.00 0.00 0.00 1.00
0.0135
Financial yearUnitNo. Head Total cost
Amount (Rs. in Lakh)
Page 67
999Format-4
To be entered at WCDC Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 Capacity building 0.013 12.990
5.19 2.60 2.60 2.60 0.00
3 Monitoring 0.002 2.00 0.00 0.40 0.50 0.50 0.30 0.30
4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.001 1.00 0.00 0.00 0.00 0.00 0.00 1.00
0.016
FINANCIAL WCDC
No. Head Total cost
Amount (Rs. in Lakh)
Financial yearUnit
Page 68
999
To be entered at PIA Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1 Administrative 0.07 69.93 0.00 10.49 13.99 17.48 13.99 13.99
2 Capacity building 0.0365 36.460
14.59 7.29 7.29 7.29 0.00
3 Monitoring 0.006 5.99 0.00 1.20 1.50 1.50 0.90 0.90
4 Preparation Of DPR 0.01 9.99 0.00 9.99 0.00 0.00 0.00 0.00
5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.002 2.00 0.00 0.00 0.00 0.00 0.00 2.00
0.1245
FINANCIAL PIA
No. Head Total cost
Amount (Rs. in Lakh)
Financial yearUnit
Page 69
999
To be entered at WC Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1 Administrative 0.03 29.97 0.00 4.50 5.99 7.49 5.99 5.99
2 Capacity building 0 0.000
0.00 0.00 0.00 0.00 0.00
3 Monitoring 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6 Epa 0.04 39.96 0.00 39.96 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.026 25.97 0.00 0.00 0.00 0.00 0.00 25.97
0.096
Financial yearUnitNo. Head Total cost
Amount (Rs. in Lakh)
Page 70
Format-6Capacity building plan (WCDC)
Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1 No of trainings planned 0 8 4 4 4 0
2 No of persons to be trained 0 33 17 17 17 0
No. HeadAmount (Rs. in Lakh)
Financial year
Page 71
Format-5Capacity building plan (PIA level)
Name of Project : Block: District :
2011-12 2012-13 2013-14 2014-15 2015-16
1 No of trainings planned 0 18 8 8 8
2 No of persons to be trained 0 3646 1823 1823 1823
No. Head Financial year
Page 72
Format -2
Name of Project : Block: Distt.:
2011-12 2012-13 2013-14 2014-15 2015-16 2016-171.Watershed Development Works
1.1 Land Development (Productive use) 1.1.1 Afforestation 0 0
1.1.2 Horticulture 0 01.1.3 Agriculture 0 01.1.4 Pasture 0 01.1.5 Others 0 0
1.2 Soil & Moisture Conservation
1.2.1 Staggered trenching 0 0
1.2.2 Countour Bunding 0 0
1.2.3 Graded Bunding 0 0
1.2.4 Bench Terracing 0 0
1.2.5 Others 0 01.3 Vegetative and Engineering Structure
1.3.1 Earthen Checks 148.64 0 0 53.51 65.4 29.728 0
1.3.2 Brushwood Checks 0 0
1.3.3 Gully plugs 0 01.3.4 Loose bolder 0 01.3.5 Gabion structure 0 0
1.3.6 Others 0 0
1.4 Water Harvesting Structure (New Created) 1.4.1 Farm ponds 410.8 0 0 149.28 181.13 80.45 0
1.4.2 Check dams 0 01.4.3 Nallah Bunds 0 01.4.4 Percolation tanks 0 0
Financial Target (Watershed works)
Name of HeadName of Activity Name of Subactivity Total
Target
Amount (Rs. In lakh)
Financial year
Page 73
1.4.5 Ground Water recharge structure 0 0
1.4.6 Others 0 01.5 Water Harvesting Structure (Renovated) 1.5.1 Farm ponds 0 0
1.5.2 Check dams 0 01.5.3 Nallah Bunds 0 01.5.4 Percolation tanks 0 0
1.5.5 Ground Water recharge structure 0 0
1.5.6 Others 0 0
2.Administrative Cost 2.1 Salary 24 0 4.8 4.8 4.8 4.8 4.8
2.2 Others #REF! 0 #REF! #REF! #REF! #REF! #REF!
3.Monitoring 3.1 Monitoring of Projects 5.99 0.00 1.20 1.50 1.50 0.90 0.90
4.Entry Point Activity 4.1 Plan for EPA 39.96 0.00 39.96 0.00 0.00 0.00 0.005.Institution & Capacity Building 5.1 SHG Formation 0 0
5.2 UG Formation 0 05.3 Formation of Federation 0 0
5.4 Capacity building 36.46 0.00 14.59 7.29 7.29 7.29 0.00
5.5 Others 0 06.DPR 6.1 Preparation Of DPR 9.99 0.00 9.99 0.00 0.00 0.00 0.007.Livelihood activities for the asset-less persons
7.1 Plan for Livelihood activities 89.91 0 0 12.00 38.16 34.75 5.00
8.Production system & micro-enterprises 8.1 Sericulture 0 0
8.2 Beekeeping 0 08.3 Poultry 0 08.4 Fisheries 0 08.5 Bio-fuel Plantation 0 08.6 Others 99.9 0 0 19.97 34.98 34.97 9.98
Page 74
Format -1
Name of Project : Block: Distt.:
2011-12 2012-13 2013-14 2014-15 2015-16 2016-17
1.Watershed Development Works
1.1 Land Development (Productive use)
1.1.1 Afforestation (on wasteland) ha
1.1.2 Afforestation (on total land including wasteland) ha
1.1.3 Horticulture(on wasteland) ha
1.1.4 Horticulture(on total land including wasteland) ha
1.1.5 Agriculture (on wasteland) ha
1.1.6 Agriculture(on total land including wasteland) ha
1.1.7 Pasture (on wasteland) ha
1.1.8 Pasture(on total land including wasteland) ha
1.1.9 Others (on wasteland) ha
1.1.10 Others (on total land including wasteland) ha
1.2 Soil & Moisture Conservation 1.2.1 Staggered trenching ha
1.2.2 Countour Bunding ha
1.2.3 Graded Bunding ha
1.2.4 Bench Terracing ha
1.2.5 Others ha1.3 Vegetative and Engineering Structure
1.3.1 Earthen Checks 190 nos0 0 68 84 38 0
1.3.2 Brushwood Checks Rmt
1.3.3 Gully plugs Cubic meter
1.3.4 Loose bolder Cubic meter
1.3.5 Gabion structure Cubic meter
1.3.6 Others nos
Physical Target (Watershed Works)
Name of Head Name of Activity Name of Subactivity Total Target (Quantity)
Unit (ha/nos/Rmt
/Cubic meter)
Financial yearwise Physical Target
Page 75
1.4 Water Harvesting Structure (New created)
1.4.1 Farm ponds 286 nos
0 0 104 126 56 01.4.2 Check dams nos
1.4.3 Nallah Bunds nos
1.4.4 Percolation tanks nos1.4.5 Ground Water recharge structure nos
1.4.6 Others nos
1.5 Water Harvesting Structure (Renovated)
1.5.1 Farm ponds nos
1.5.2 Check dams nos
1.5.3 Nallah Bunds nos
1.5.4 Percolation tanks nos1.5.5 Ground Water recharge structure nos
1.5.6 Others nos
1.6 Water Harvesting Structure ( Storage capacity of New structures)
1.6.1 Farm ponds Cubic meter
1.6.2 Check dams Cubic meter
1.6.3 Nallah Bunds Cubic meter
1.6.4 Percolation tanks Cubic meter
1.6.5 Ground Water recharge structure
Cubic meter
1.6.6 Others Cubic meter
1.7 Water Harvesting Structure ( Storage capacity of Renovated structures)
1.7.1 Farm ponds Cubic meter
1.7.2 Check dams Cubic meter
1.7.3 Nallah Bunds Cubic meter
Page 76
1.7.4 Percolation tanks Cubic meter
1.7.5 Ground Water recharge structure
Cubic meter
1.7.6 Others Cubic meter
2.EPA 2.1 No. of EPA activities 5 nos 0 5 0 0 0 02.2 No. of water extracting unit created
2 nos0 2 0 0 0 0
3.Institution & Capacity Building
3.1 SHG Formation (Newly created) 3.1.1 No. of SHG 221 nos 0 0 35 94 89 3
3.1.2 Total No. of SHGs members 1105 nos 0 0 175 470 445 153.2.1 No. of SHG assisted nos3.2.2 Total No. of SHGs members nos
3.3 UG Formation 3.3.1 No. of UG 35 nos 0 0 5 11 10 93.3.2 Total No. of members of UGs 175 nos 0 0 25 55 50 45
3.4 Formation of Federation 3.4.1 No. of Federation 13 nos 0 0 1 6 5 1
3.4.2 Total No. of members of Federation 325 nos 0 0 25 150 125 25
3.5 Capacity building 3.5.1 No. of Training 42 nos 0 18 8 8 8 03.5.2 No. of Persons trained 9115 nos 0 3646 1823 1823 1823 0
4.Livelihood activities for the asset-less persons 4.1 No. of activities 256 nos 0 0 40 105 99 12
4.2 No. of Beneficiaries 1280 nos 0 0 200 525 495 60
5.Production system µ-enterprises 5.1 Sericulture 5.1.1 No. of activities nos
5.1.2 No. of Beneficiaries nos
5.2 Beekeeping 5.2.1 No. of activities nos
5.2.2 No. of Beneficiaries nos
5.3 Poultry 5.3.1 No. of activities nos
5.3.2 No. of Beneficiaries nos
5.4 Fisheries 5.4.1 No. of activities nos
5.4.2 No. of Beneficiaries nos5.5 Bio-fuel Plantation 5.5.1 Area Covered ha
5.5.2 No. of Beneficiaries nos
5.6 Others 5.6.1 No. of activities 389 nos 0 0 36 153 153 475.6.2 No. of Beneficiaries 389 nos 0 0 36 153 153 47Page 77
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
1.84
Design as per contour and field topography Abstruct of cost
Area 2 ha. Cost of waste weir 51618Slope 0 to 1 % Cost of earthen bund 25573maximum h 2 mtr. Total 77192maximum lenth of treval 200 mtr. Say 0.77 lacs
Page 78
waste weir & earthen bundData to put A C L H h I Df
2 0.3 200 2 0.4 10 25 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.4 0.5 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.35 0.4 2.3 1.3 1.14Q Cofficient I A C Say 0.6
0.7949 0.0276 48 2 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.009 0.4 0.75 1.15 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.00TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.25 0.75 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.25 0.75 0.5
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient2000 200 2828.4 2 1.414 0.575 0.75 0.4 1.15 0.5
0.66 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.3 0.75 0.46.7893 0.0195 2000 348.17 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
48 Use this As I As Reference 1.69 0.75 0.5 1.25 0.937510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d0.7949 1.71 1.84 0.4 0.253 L=length of the crest wall in mtr wall joint 1.25 0.75 0.5
6.0268 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.6 1.5 0.4
0.105 1.5 0.07 11 Length of wing wall 2.25*h cofficient h0.1 0.9 2.25 0.4
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.07 0.014 25 5.00 hw=wave length in mtr 0.6 1.5 0.4d h F 13 Top width of toe wall 0.45
0.5 0.4 0.1 14 Height of toe wall 0.315 Thickness of side wall 0.6
Page 79
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.00 0.75 0.4 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
345 1.00 0.60 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient287.5 1000 0.75 0.4 1.15 1.00 0.5
Fa = whH w h H H 0.75300 1000 0.4 0.75 h 0.4 W1 1035
a 0.60 W2 345Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 287.5
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 300Fb 281.25
Fc = wah w a h Fc 240240 1000 0.60 0.4
b/3 2b/3
awh
Page 80
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21035 0.7 240 300 281.25 287.5 0.60 1.00 345
H U0.75 287.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
983.58 724.5 168 91.08 1.00 0.60 0.40 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3374.4792 112.5 70.3125 191.6667
RM OM RM/OM983.58 374.4792 2.626528 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1332.5 1035 345 240 287.5Th Fa Fb Frictional cofficient
581.25 300 281.25 0.8C.F*Tv/Th 1.83 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.457 609.10 1332.5E=b/2-X b/2 X
0.043 0.5 0.457
e b/60.043 0.167 b/6>e
Hance safe
Page 81
Structural DesignKurdaya-Badganw IWMP 2011-12
Top Plan 0.61.84
0.61.00
0.402.74
1.29 1.69
0.90.6
ElivationHead wall extention
1.25 1.44
0.85Head wall
1.29 0.45 0.6Land Level
0.3Apron
0.60.6
Foundation0.3
1.002.74
2.25
0.6
0.3
0.45
0.3
0.40
0.9cc 1:4:8
0.3
1.00
0.6
1.00
Side wall
1.2
0.5
0.75
Page 82
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.8 0.45 1.87 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 1.84 1.00 1.2 2.20Head wall extention 2 2.25 0.6 1.2 3.24
side wall 2 2.74 0.6 1.2 3.94Appron 1 1.84 1.29 0.9 2.13
Toe wall 1 1.84 0.9 1.2 1.98Wing Wall 2 0.9 0.6 0.6 0.65
14.15 99 1400.705
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 1.84 1.00 0.3 0.55Head wall extention 2 2.25 0.6 0.3 0.81
side wall 2 2.74 0.6 0.3 0.99Appron 1 1.84 1.29 0.3 0.71
Toe wall 1 1.84 0.9 0.3 0.50Wing Wall 2 0.90 0.6 0.3 0.32
3.88 2282 8846.313
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 1.84 1.00 0.9 1.65Head wall extention 2 2.25 0.6 0.9 2.43
side wall 2 2.74 0.6 0.9 2.96Appron 1 1.84 1.29 0.15 0.35
Toe wall 1 1.84 0.9 0.9 1.49Wing Wall 2 0.90 0.6 0.3 0.32
9.21 1919 17668.994 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 1.84 0.8 0.75 1.10Head wall extention 2 2.25 0.45 1.25 2.53
side wall 2 1.87 0.6 0.65 1.46side wall 2 2.74 0.6 0.6 1.97
Appron 1 1.84 1.29 0.00Toe wall 1 1.84 0.675 0 0.00
Wing Wall 2 0.90 0.6 0.6 0.657.71 1919 14796.15
cf 42712.16
25C
Page 83
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 42712.16
Head wall 1 1.84 0.6 0.1 0.110Head wall extention 2 2.25 0.3 0.08 0.108
side wall 2 1.00 0.6 0.08 0.096side wall 2 1.44 0.6 0.08 0.138
Appron 1 1.84 1.29 0.08 0.189Toe wall 1 1.84 0.45 0.08 0.066
Wing Wall 2 0.90 0.6 0.08 0.0860.795 2507 1991.839
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 1.84 0.6 1.102Head wall 1 1.84 0.75 1.38
Head wall extention 2 2.25 0.3 1.35Head wall extention 2 2.25 1.25 5.63
side wall 2 1.00 0.6 1.2side wall 2 1.44 0.6 1.73side wall 2 2.74 0.6 3.29side wall 2 1.87 0.65 2.43side wall 2 0.60 1.25 1.50
Appron 1 1.84 1.29 2.37Toe wall 1 1.84 1.05 1.93
Wing Wall 2 0.90 0.6 1.08Wing Wall 2 0.90 0.6 1.08Wing Wall 2 0.6 0.6 0.72
26.78 151 4043.131
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 1.84 1.288 0.15 0.35 3587 1272.874
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 1.84 0.85 1.56 60.7 94.80322Total 50114.81
3% contengency 1503.44451618.25
Say 0.51
Page 84
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 52Right 52
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.25 2:1
2:1 0.6 3:1
2.5 2.5 1.2 1.8
5.6 3.6
CS (Tw+Bw) *Hight2
CS 3.875 CS 1.26
Average Cross section 2.5675
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 52 2.57 133.5152 2.57 133.51
267.02 Cum 92 24565.84 cost of Cumath Seed Row Length To.length interwell No per kg
3 104 312 1 450 0.69 Kg 100 69.333333 Seed Sowing (Cumtha) 312 312 mtr 0.62 193.44
24828.613% contengency 744.86
Total 25573.47
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 85
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
2.19
Design as per contour and field topography Abstruct of cost
Area 5 ha. Cost of waste weir 61897Slope 0 to 1 % Cost of earthen bund 45413maximum h 5 mtr. Total 107310maximum lenth of treval 500 mtr. Say 1.07 lacs
Page 86
waste weir & earthen bundData to put A C L H h I Df
5 0.3 500 5 0.5 10 60 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
1.3248 0.0276 32 5 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient5000 500 11180 5 2.236 0.625 0.75 0.5 1.25 0.5
0.66 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.3 0.75 0.413.748 0.0195 5000 705.03 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
32 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d1.3248 1.71 2.19 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.7
7.1874 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1627 1.5 0.1084 11 Length of wing wall 2.25*h cofficient h
0.2 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1084 0.014 60 7.75 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 87
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
431.25 1.10 0.60 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5
Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035
a 0.60 W2 431.25Fb = wH2 / 2 w H H H2 cofficient b 1.10 U 343.75
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 88
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25
H U0.75 343.75
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833
RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient
656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.525 747.29 1422.5E=b/2-X b/2 X
0.025 0.55 0.525
e b/60.025 0.183 b/6>e
Hance safe
Page 89
Structural Design Kurdaya-Badganw IWMP 2011-12
Top Plan 0.62.19
0.61.10
0.502.89
1.34 1.84
1.10.6
ElivationHead wall extention
1.51
0.90Head wall
1.34 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.102.89
0.50
0.9cc 1:4:8
0.3
1.10
0.6
1.10
Side wall
1.45
1.2
0.7
0.75
2.45
0.6
0.3
0.45
0.3
Page 90
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 2.19 1.10 1.2 2.89Head wall extention 2 2.45 0.6 1.2 3.53
side wall 2 2.89 0.6 1.2 4.16Appron 1 2.19 1.34 0.9 2.64
Toe wall 1 2.19 0.9 1.2 2.37Wing Wall 2 1.125 0.6 0.6 0.81
16.39 99 1622.892
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 2.19 1.10 0.3 0.72Head wall extention 2 2.45 0.6 0.3 0.88
side wall 2 2.89 0.6 0.3 1.04Appron 1 2.19 1.34 0.3 0.88
Toe wall 1 2.19 0.9 0.3 0.59Wing Wall 2 1.13 0.6 0.3 0.41
4.52 2282 10315.84
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 2.19 1.10 0.9 2.17Head wall extention 2 2.45 0.6 0.9 2.65
side wall 2 2.89 0.6 0.9 3.12Appron 1 2.19 1.34 0.15 0.44
Toe wall 1 2.19 0.9 0.9 1.77Wing Wall 2 1.13 0.6 0.3 0.41
10.55 1919 20252.064 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 2.19 0.85 0.75 1.40Head wall extention 2 2.45 0.45 1.45 3.20
side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60
Appron 1 2.19 1.34 0.00Toe wall 1 2.19 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.019.88 1919 18960.09
cf 51150.88
Page no. 151
25C
Page 91
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 51150.88
Head wall 1 2.19 0.6 0.1 0.131Head wall extention 2 2.45 0.3 0.08 0.1176
side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145
Appron 1 2.19 1.34 0.08 0.234Toe wall 1 2.19 0.45 0.08 0.079
Wing Wall 2 1.13 0.6 0.08 0.1080.921 2507 2308.83
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 2.19 0.6 1.315Head wall 1 2.19 0.75 1.64
Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11
side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74
Appron 1 2.19 1.34 2.93Toe wall 1 2.19 1.05 2.30
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
32.70 151 4937.165
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 2.19 1.338 0.15 0.44 3587 1576.942
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 2.19 0.90 1.98 60.7 119.8946Total 60093.72
3% contengency 180361897
Say 0.62 lacs
Page no. 152
Page 92
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 75Right 75
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.45 2:1
2:1 0.6 3:1
2.9 2.9 1.2 1.8
6.4 3.6
CS (Tw+Bw) *Hight2
CS 5.075 CS 1.26
Average Cross section 3.1675
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 75 3.17 237.5675 3.17 237.56
475.13 Cum 92 43711.50 cost of Cumath Seed Row Length To.length interwell No per kg
3 150 450 1 450 1.00 Kg 100 1003 Seed Sowing (Cumtha) 450 450 mtr 0.62 279
44090.503% contengency 1322.72
Total 45413.22
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 93
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
3.01
Design as per contour and field topography Abstruct of cost
Area 10 ha. Cost of waste weir 80456Slope 0 to 1 % Cost of earthen bund 72527maximum h 10 mtr. Total 152983maximum lenth of treval 1000 mtr. Say 1.53 lacs
Page 94
waste weir & earthen bundData to put A C L H h I Df
10 0.3 1000 10 0.5 10 80 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.7 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
1.8216 0.0276 22 10 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.6 0.9 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.6 0.9 0.7
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient10000 1000 31623 10 3.162 0.7 0.9 0.5 1.4 0.5
0.76 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.36 0.9 0.423.444 0.0195 10000 1202.3 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
22 Use this As I As Reference 2.10 0.9 0.7 1.6 1.210 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d1.8216 1.71 3.01 0.5 0.354 L=length of the crest wall in mtr wall joint 1.6 0.9 0.7
9.8827 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1878 1.5 0.1252 11 Length of wing wall 2.25*h cofficient h
0.2 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1252 0.014 80 8.94 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 95
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
672.75 1.25 0.60 0.9 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5
Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242
a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5
405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 96
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75
H U0.9 437.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833
RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient
855 450 405 0.8C.F*Tv/Th 1.66 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.599 1064.93 1777.25E=b/2-X b/2 X
0.026 0.625 0.599
e b/60.026 0.208 b/6>e
Hance safe
Page 97
Structural DesignKurdaya-Badganw IWMP 2011-12
Top Plan 0.63.01
0.61.25
0.653.15
1.45 2.10
1.10.6
ElivationHead wall extention
1.68
1.11Head wall
1.45 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.253.15
2.6
0.7
0.36
0.45
0.3
0.65
0.9cc 1:4:8
0.36
1.25
0.6
1.25
Side wall
1.6
1.2
0.7
0.9
Page 98
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.20 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 3.01 1.25 1.2 4.52Head wall extention 2 2.6 0.7 1.2 4.37
side wall 2 3.15 0.6 1.2 4.54Appron 1 3.01 1.45 0.9 3.93
Toe wall 1 3.01 0.9 1.2 3.25Wing Wall 2 1.125 0.6 0.6 0.81
21.42 99 2120.538
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 3.01 1.25 0.3 1.13Head wall extention 2 2.6 0.7 0.3 1.09
side wall 2 3.15 0.6 0.3 1.13Appron 1 3.01 1.45 0.3 1.31
Toe wall 1 3.01 0.9 0.3 0.81Wing Wall 2 1.13 0.6 0.3 0.41
5.89 2282 13429.71
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.01 1.25 0.9 3.39Head wall extention 2 2.6 0.7 0.9 3.28
side wall 2 3.15 0.6 0.9 3.40Appron 1 3.01 1.45 0.15 0.66
Toe wall 1 3.01 0.9 0.9 2.44Wing Wall 2 1.13 0.6 0.3 0.41
13.57 1919 260384 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 3.01 0.925 0.9 2.51Head wall extention 2 2.6 0.53 1.6 4.41
side wall 2 2.20 0.6 0.85 2.24side wall 2 3.15 0.6 0.75 2.84
Appron 1 3.01 1.45 0.00Toe wall 1 3.01 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0113.01 1919 24965.11
cf 66553.36
25C
Page 99
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 66553.36
Head wall 1 3.01 0.6 0.1 0.181Head wall extention 2 2.60 0.36 0.08 0.14976
side wall 2 1.25 0.6 0.08 0.12side wall 2 1.68 0.6 0.08 0.161
Appron 1 3.01 1.45 0.08 0.350Toe wall 1 3.01 0.45 0.08 0.108
Wing Wall 2 1.13 0.6 0.08 0.1081.178 2507 2952.931
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 3.01 0.6 1.808Head wall 1 3.01 0.9 2.71
Head wall extention 2 2.60 0.36 1.87Head wall extention 2 2.60 1.6 8.32
side wall 2 1.25 0.6 1.5side wall 2 1.68 0.6 2.02side wall 2 3.15 0.75 4.73side wall 2 2.20 0.85 3.74side wall 2 0.60 1.6 1.92
Appron 1 3.01 1.45 4.37Toe wall 1 3.01 1.05 3.16
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
40.08 151 6052.609
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 3.01 1.45 0.15 0.66 3587 2350.675
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.01 1.11 3.34 60.7 203.0411Total 78112.61
3% contengency 234380456
Say 0.80 lacs
Page 100
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 100Right 107
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.6 2:1
2:1 0.6 3:1
3.2 3.2 1.2 1.8
7 3.6
CS (Tw+Bw) *Hight2
CS 6.08 CS 1.26
Average Cross section 3.67
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 100 3.67 367.00107 3.67 392.69
759.69 Cum 92 69891.48 cost of Cumath Seed Row Length To.length interwell No per kg
3 207 621 1 450 1.38 Kg 100 1383 Seed Sowing (Cumtha) 621 621 mtr 0.62 385.02
70414.503% contengency 2112.44
Total 72526.94
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 101
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
3.83
Design as per contour and field topography Abstruct of cost
Area 10 ha. Cost of waste weir 89394Slope 1 to 2 % Cost of earthen bund 75330maximum h 20 mtr. Total 164724maximum lenth of treval 1000 mtr. Say 1.65 lacs
Page 102
waste weir & earthen bundData to put A C L H h I Df
10 0.3 1000 20 0.5 10 80 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.7 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
2.3184 0.0276 28 10 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.6 0.9 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.6 0.9 0.7
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient7071.1 1000 31623 20 4.472 0.7 0.9 0.5 1.4 0.5
0.76 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.36 0.9 0.417.953 0.0195 7071.1 920.67 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
28 Use this As I As Reference 2.10 0.9 0.7 1.6 1.210 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d2.3184 1.71 3.83 0.5 0.354 L=length of the crest wall in mtr wall joint 1.6 0.9 0.7
12.578 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1878 1.5 0.1252 11 Length of wing wall 2.25*h cofficient h
0.2 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1252 0.014 80 8.94 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 103
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
672.75 1.25 0.60 0.9 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5
Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242
a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5
405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 104
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75
H U0.9 437.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833
RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient
855 450 405 0.8C.F*Tv/Th 1.66 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.599 1064.93 1777.25E=b/2-X b/2 X
0.026 0.625 0.599
e b/60.026 0.208 b/6>e
Hance safe
Page 105
Structural DesignKurdaya-Badganw IWMP 2011-12
Top Plan 0.63.83
0.61.25
0.653.15
1.45 2.10
1.10.6
ElivationHead wall extention
1.68
1.11Head wall
1.45 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.253.15
0.65
0.9cc 1:4:8
0.36
1.25
0.6
1.25
Side wall
1.6
1.2
0.7
0.9
2.6
0.7
0.36
0.45
0.3
Page 106
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.20 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 3.83 1.25 1.2 5.75Head wall extention 2 2.6 0.7 1.2 4.37
side wall 2 3.15 0.6 1.2 4.54Appron 1 3.83 1.45 0.9 5.00
Toe wall 1 3.83 0.9 1.2 4.14Wing Wall 2 1.125 0.6 0.6 0.81
24.61 99 2436.589
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 3.83 1.25 0.3 1.44Head wall extention 2 2.6 0.7 0.3 1.09
side wall 2 3.15 0.6 0.3 1.13Appron 1 3.83 1.45 0.3 1.67
Toe wall 1 3.83 0.9 0.3 1.04Wing Wall 2 1.13 0.6 0.3 0.41
6.77 2282 15454.92
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.83 1.25 0.9 4.31Head wall extention 2 2.6 0.7 0.9 3.28
side wall 2 3.15 0.6 0.9 3.40Appron 1 3.83 1.45 0.15 0.83
Toe wall 1 3.83 0.9 0.9 3.11Wing Wall 2 1.13 0.6 0.3 0.41
15.34 1919 29432.284 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 3.83 0.925 0.9 3.19Head wall extention 2 2.6 0.53 1.6 4.41
side wall 2 2.20 0.6 0.85 2.24side wall 2 3.15 0.6 0.75 2.84
Appron 1 3.83 1.45 0.00Toe wall 1 3.83 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0113.69 1919 26277.89
cf 73601.68
25C
Page 107
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 73601.68
Head wall 1 3.83 0.6 0.1 0.230Head wall extention 2 2.60 0.36 0.08 0.14976
side wall 2 1.25 0.6 0.08 0.12side wall 2 1.68 0.6 0.08 0.161
Appron 1 3.83 1.45 0.08 0.445Toe wall 1 3.83 0.45 0.08 0.138
Wing Wall 2 1.13 0.6 0.08 0.1081.352 2507 3389.669
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 3.83 0.6 2.301Head wall 1 3.83 0.9 3.45
Head wall extention 2 2.60 0.36 1.87Head wall extention 2 2.60 1.6 8.32
side wall 2 1.25 0.6 1.5side wall 2 1.68 0.6 2.02side wall 2 3.15 0.75 4.73side wall 2 2.20 0.85 3.74side wall 2 0.60 1.6 1.92
Appron 1 3.83 1.45 5.56Toe wall 1 3.83 1.05 4.03
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
43.37 151 6548.936
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 3.83 1.45 0.15 0.83 3587 2991.768
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.83 1.11 4.26 60.7 258.416Total 86790.47
3% contengency 260489394
Say 0.89 lacs
Page 108
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 110Right 105
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.6 2:1
2:1 0.6 3:1
3.2 3.2 1.2 1.8
7 3.6
CS (Tw+Bw) *Hight2
CS 6.08 CS 1.26
Average Cross section 3.67
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 110 3.67 403.70105 3.67 385.35
789.05 Cum 92 72592.60 cost of Cumath Seed Row Length To.length interwell No per kg
3 215 645 1 450 1.43 Kg 100 143.33333 Seed Sowing (Cumtha) 645 645 mtr 0.62 399.9
73135.833% contengency 2194.08
Total 75329.91
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 109
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
3.08
Design as per contour and field topography Abstruct of cost
Area 15 ha. Cost of waste weir 70655Slope 0 to 1 % Cost of earthen bund 104753maximum h 15 mtr. Total 175408maximum lenth of treval 1500 mtr. Say 1.75 lacs
Page 110
waste weir & earthen bundData to put A C L H h I Df
15 0.3 1500 15 0.5 10 70 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
1.863 0.0276 15 15 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient15000 1500 58095 15 3.873 0.625 0.75 0.5 1.25 0.5
0.66 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.3 0.75 0.432.035 0.0195 15000 1642.8 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
15 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d
1.863 1.71 3.08 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.710.107 10 Hight of the side wall at toe 1.5*h cofficient h
F Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1757 1.5 0.1171 11 Length of wing wall 2.25*h cofficient h
0.2 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1171 0.014 70 8.37 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 111
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
431.25 1.10 0.60 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5
Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035
a 0.60 W2 431.25Fb = wH2 / 2 w H H H2 cofficient b 1.10 U 343.75
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 112
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25
H U0.75 343.75
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833
RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient
656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.525 747.29 1422.5E=b/2-X b/2 X
0.025 0.55 0.525
e b/60.025 0.183 b/6>e
Hance safe
Page 113
Structural Design Kurdaya-Badganw IWMP 2011-12
Top Plan 0.63.08
0.61.10
0.502.89
1.34 1.84
1.10.6
ElivationHead wall extention
1.51
0.90Head wall
1.34 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.102.89
0.50
0.9cc 1:4:8
0.3
1.10
0.6
1.10
Side wall
1.45
1.2
0.7
0.75
2.45
0.6
0.3
0.45
0.3
Page 114
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 3.08 1.10 1.2 4.07Head wall extention 2 2.45 0.6 1.2 3.53
side wall 2 2.89 0.6 1.2 4.16Appron 1 3.08 1.34 0.9 3.71
Toe wall 1 3.08 0.9 1.2 3.33Wing Wall 2 1.125 0.6 0.6 0.81
19.60 99 1940.494
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 3.08 1.10 0.3 1.02Head wall extention 2 2.45 0.6 0.3 0.88
side wall 2 2.89 0.6 0.3 1.04Appron 1 3.08 1.34 0.3 1.24
Toe wall 1 3.08 0.9 0.3 0.83Wing Wall 2 1.13 0.6 0.3 0.41
5.41 2282 12349.84
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.08 1.10 0.9 3.05Head wall extention 2 2.45 0.6 0.9 2.65
side wall 2 2.89 0.6 0.9 3.12Appron 1 3.08 1.34 0.15 0.62
Toe wall 1 3.08 0.9 0.9 2.50Wing Wall 2 1.13 0.6 0.3 0.41
12.33 1919 23669.754 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 3.08 0.85 0.75 1.96Head wall extention 2 2.45 0.45 1.45 3.20
side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60
Appron 1 3.08 1.34 0.00Toe wall 1 3.08 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0110.45 1919 20049.14
cf 58009.23
25C
Page 115
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 58009.23
Head wall 1 3.08 0.6 0.1 0.185Head wall extention 2 2.45 0.3 0.08 0.1176
side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145
Appron 1 3.08 1.34 0.08 0.330Toe wall 1 3.08 0.45 0.08 0.111
Wing Wall 2 1.13 0.6 0.08 0.1081.102 2507 2761.876
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 3.08 0.6 1.849Head wall 1 3.08 0.75 2.31
Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11
side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74
Appron 1 3.08 1.34 4.12Toe wall 1 3.08 1.05 3.24
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
36.02 151 5439.567
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 3.08 1.338 0.15 0.62 3587 2217.574
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.08 0.90 2.78 60.7 168.6018Total 68596.85
3% contengency 205870655
Say 0.70 lacs
Page 116
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 150Right 196
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.45 2:1
2:1 0.6 3:1
2.9 2.9 1.2 1.8
6.4 3.6
CS (Tw+Bw) *Hight2
CS 5.075 CS 1.26
Average Cross section 3.1675
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 150 3.17 475.13196 3.17 620.83
1095.96 Cum 92 100827.86 cost of Cumath Seed Row Length To.length interwell No per kg
3 346 1038 1 450 2.31 Kg 100 230.66673 Seed Sowing (Cumtha) 1038 1038 mtr 0.62 643.56
101702.093% contengency 3051.06
Total 104753.15
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 117
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
3.08
Design as per contour and field topography Abstruct of cost
Area 15 ha. Cost of waste weir 79711Slope 1 to 2 % Cost of earthen bund 116575maximum h 20 mtr. Total 196286maximum lenth of treval 1500 mtr. Say 1.96 lacs
Page 118
waste weir & earthen bundData to put A C L H h I Df
15 0.3 1500 20 0.5 10 50 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.65 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
1.863 0.0276 15 15 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.55 0.9 0.65 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.55 0.9 0.65
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient12990 1500 58095 20 4.472 0.7 0.9 0.5 1.4 0.5
0.76 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.36 0.9 0.428.676 0.0195 12990 1470.6 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
15 Use this As I As Reference 2.06 0.9 0.65 1.55 1.162510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d
1.863 1.71 3.08 0.5 0.354 L=length of the crest wall in mtr wall joint 1.55 0.9 0.6510.107 10 Hight of the side wall at toe 1.5*h cofficient h
F Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1485 1.5 0.099 11 Length of wing wall 2.25*h cofficient h
0.15 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.099 0.014 50 7.07 hw=wave length in mtr 0.75 1.5 0.5d h F 13 Top width of toe wall 0.450.65 0.5 0.15 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 119
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
672.75 1.25 0.60 0.9 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5
Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242
a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5
405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 120
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75
H U0.9 437.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833
RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient
855 450 405 0.8C.F*Tv/Th 1.66 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.599 1064.93 1777.25E=b/2-X b/2 X
0.026 0.625 0.599
e b/60.026 0.208 b/6>e
Hance safe
Page no. 181
Page 121
Kurdaya-Badganw IWMP 2011-12Structural Design
Top Plan 0.63.08
0.61.25
0.653.11
1.41 2.06
1.10.6
ElivationHead wall extention
1.62
1.11Head wall
1.41 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.253.11
2.55
0.7
0.36
0.45
0.3
0.65
0.9cc 1:4:8
0.36
1.25
0.6
1.25
Side wall
1.55
1.2
0.65
0.9
Page 122
Estimate
Kurdaya-Badganw IWMP 2011-12Head wall H.W.E Side wa Toe Wall
Average 0.925 0.53 2.18 0.675Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 3.08 1.25 1.2 4.62Head wall extention 2 2.55 0.7 1.2 4.28
side wall 2 3.11 0.6 1.2 4.48Appron 1 3.08 1.41 0.9 3.92
Toe wall 1 3.08 0.9 1.2 3.33Wing Wall 2 1.125 0.6 0.6 0.81
21.44 99 2122.918
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 3.08 1.25 0.3 1.16Head wall extention 2 2.55 0.7 0.3 1.07
side wall 2 3.11 0.6 0.3 1.12Appron 1 3.08 1.41 0.3 1.31
Toe wall 1 3.08 0.9 0.3 0.83Wing Wall 2 1.13 0.6 0.3 0.41
5.89 2282 13440.64
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.08 1.25 0.9 3.47Head wall extention 2 2.55 0.7 0.9 3.21
side wall 2 3.11 0.6 0.9 3.36Appron 1 3.08 1.41 0.15 0.65
Toe wall 1 3.08 0.9 0.9 2.50Wing Wall 2 1.13 0.6 0.3 0.41
13.60 1919 26088.984 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 3.08 0.925 0.9 2.57Head wall extention 2 2.55 0.53 1.55 4.19
side wall 2 2.18 0.6 0.8 2.09side wall 2 3.11 0.6 0.75 2.80
Appron 1 3.08 1.41 0.00Toe wall 1 3.08 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0112.66 1919 24299.81
cf 65952.34
25C
Page 123
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 65952.34
Head wall 1 3.08 0.6 0.1 0.185Head wall extention 2 2.55 0.36 0.08 0.14688
side wall 2 1.25 0.6 0.08 0.12side wall 2 1.62 0.6 0.08 0.156
Appron 1 3.08 1.41 0.08 0.348Toe wall 1 3.08 0.45 0.08 0.111
Wing Wall 2 1.13 0.6 0.08 0.1081.175 2507 2945.101
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 3.08 0.6 1.849Head wall 1 3.08 0.9 2.77
Head wall extention 2 2.55 0.36 1.84Head wall extention 2 2.55 1.55 7.91
side wall 2 1.25 0.6 1.5side wall 2 1.62 0.6 1.95side wall 2 3.11 0.75 4.67side wall 2 2.18 0.8 3.49side wall 2 0.60 1.55 1.86
Appron 1 3.08 1.41 4.35Toe wall 1 3.08 1.05 3.24
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
39.36 151 5942.705
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 3.08 1.413 0.15 0.65 3587 2341.924
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.08 1.11 3.42 60.7 207.6557Total 77389.73
3% contengency 232279711
Say 0.79 lacs
Page 124
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 150Right 199
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.55 2:1
2:1 0.6 3:1
3.1 3.1 1.2 1.8
6.8 3.6
CS (Tw+Bw) *Hight2
CS 5.735 CS 1.26
Average Cross section 3.4975
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 150 3.50 524.63199 3.50 696.00
1220.63 Cum 92 112297.73 cost of Cumath Seed Row Length To.length interwell No per kg
3 349 1047 1 450 2.33 Kg 100 232.66673 Seed Sowing (Cumtha) 1047 1047 mtr 0.62 649.14
113179.543% contengency 3395.39
Total 116574.92
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 125
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
3.56
Design as per contour and field topography Abstruct of cost
Area 20 ha. Cost of waste weir 75371Slope 0 to 1 % Cost of earthen bund 129882maximum h 20 mtr. Total 205253maximum lenth of treval 2000 mtr. Say 2.05 lacs
Page 126
waste weir & earthen bundData to put A C L H h I Df
20 0.3 2000 20 0.5 10 85 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.75 0.5 0.7 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
2.1528 0.0276 13 20 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.096 0.5 0.75 1.25 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.10TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.45 0.75 0.7 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.45 0.75 0.7
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient20000 2000 89443 20 4.472 0.625 0.75 0.5 1.25 0.5
0.66 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.3 0.75 0.439.979 0.0195 20000 2050.2 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
13 Use this As I As Reference 1.84 0.75 0.7 1.45 1.087510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d2.1528 1.71 3.56 0.5 0.354 L=length of the crest wall in mtr wall joint 1.45 0.75 0.7
11.68 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1936 1.5 0.1291 11 Length of wing wall 2.25*h cofficient h
0.2 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1291 0.014 85 9.22 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.7 0.5 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 127
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.10 0.75 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1035 0.60 0.75 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
431.25 1.10 0.60 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient343.75 1000 0.75 0.5 1.25 1.10 0.5
Fa = whH w h H H 0.75375 1000 0.5 0.75 h 0.5 W1 1035
a 0.60 W2 431.25Fb = wH2 / 2 w H H H2 cofficient b 1.10 U 343.75
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 375Fb 281.25
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 128
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21035 0.8 300 375 281.25 343.75 0.60 1.10 431.25
H U0.75 343.75
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1210.31 828 240 142.31 1.10 0.60 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3463.0208 140.625 70.3125 252.0833
RM OM RM/OM1210.31 463.0208 2.613948 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1422.5 1035 431.25 300 343.75Th Fa Fb Frictional cofficient
656.25 375 281.25 0.8C.F*Tv/Th 1.73 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.525 747.29 1422.5E=b/2-X b/2 X
0.025 0.55 0.525
e b/60.025 0.183 b/6>e
Hance safe
Page 129
Structural DesignKurdaya-Badganw IWMP 2011-12
Top Plan 0.63.56
0.61.10
0.502.89
1.34 1.84
1.10.6
ElivationHead wall extention
1.51
0.90Head wall
1.34 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.102.89
2.45
0.6
0.3
0.45
0.3
0.50
0.9cc 1:4:8
0.3
1.10
0.6
1.10
Side wall
1.45
1.2
0.7
0.75
Page 130
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.85 0.45 1.99 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 3.56 1.10 1.2 4.70Head wall extention 2 2.45 0.6 1.2 3.53
side wall 2 2.89 0.6 1.2 4.16Appron 1 3.56 1.34 0.9 4.29
Toe wall 1 3.56 0.9 1.2 3.85Wing Wall 2 1.125 0.6 0.6 0.81
21.33 99 2111.51
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 3.56 1.10 0.3 1.18Head wall extention 2 2.45 0.6 0.3 0.88
side wall 2 2.89 0.6 0.3 1.04Appron 1 3.56 1.34 0.3 1.43
Toe wall 1 3.56 0.9 0.3 0.96Wing Wall 2 1.13 0.6 0.3 0.41
5.89 2282 13445.07
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 3.56 1.10 0.9 3.53Head wall extention 2 2.45 0.6 0.9 2.65
side wall 2 2.89 0.6 0.9 3.12Appron 1 3.56 1.34 0.15 0.71
Toe wall 1 3.56 0.9 0.9 2.88Wing Wall 2 1.13 0.6 0.3 0.41
13.29 1919 25510.054 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 3.56 0.85 0.75 2.27Head wall extention 2 2.45 0.45 1.45 3.20
side wall 2 1.99 0.6 0.7 1.67side wall 2 2.89 0.6 0.75 2.60
Appron 1 3.56 1.34 0.00Toe wall 1 3.56 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0110.75 1919 20635.56
cf 61702.18
25C
Page 131
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 61702.18
Head wall 1 3.56 0.6 0.1 0.214Head wall extention 2 2.45 0.3 0.08 0.1176
side wall 2 1.10 0.6 0.08 0.1056side wall 2 1.51 0.6 0.08 0.145
Appron 1 3.56 1.34 0.08 0.381Toe wall 1 3.56 0.45 0.08 0.128
Wing Wall 2 1.13 0.6 0.08 0.1081.199 2507 3005.825
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 3.56 0.6 2.137Head wall 1 3.56 0.75 2.67
Head wall extention 2 2.45 0.3 1.47Head wall extention 2 2.45 1.45 7.11
side wall 2 1.10 0.6 1.32side wall 2 1.51 0.6 1.81side wall 2 2.89 0.75 4.33side wall 2 1.99 0.7 2.79side wall 2 0.60 1.45 1.74
Appron 1 3.56 1.34 4.76Toe wall 1 3.56 1.05 3.74
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
37.82 151 5710.09
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 3.56 1.338 0.15 0.71 3587 2562.53
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.56 0.90 3.21 60.7 194.8287Total 73175.46
3% contengency 219575371
Say 0.75 lacs
Page 132
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 175Right 254
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.45 2:1
2:1 0.6 3:1
2.9 2.9 1.2 1.8
6.4 3.6
CS (Tw+Bw) *Hight2
CS 5.075 CS 1.26
Average Cross section 3.1675
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 175 3.17 554.31254 3.17 804.55
1358.86 Cum 92 125014.89 cost of Cumath Seed Row Length To.length interwell No per kg
3 429 1287 1 450 2.86 Kg 100 2863 Seed Sowing (Cumtha) 1287 1287 mtr 0.62 797.94
126098.833% contengency 3782.96
Total 129881.79
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 133
Model Estimatewaste weir & earthen bundKurdaya-Badganw IWMP 2011-12
4.11
Design as per contour and field topography Abstruct of cost
Area 20 ha. Cost of waste weir 91431Slope 1 to 2 % Cost of earthen bund 146759maximum h 35 mtr. Total 238190maximum lenth of treval 2000 mtr. Say 2.38 lacs
Page 134
waste weir & earthen bundData to put A C L H h I Df
20 0.3 2000 35 0.5 10 70 Structural DesignHydrologic Design Kurdaya-Badganw IWMP 2011-12
Q=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d pC= Weighted cofficient of run off 0.9 0.5 0.67 2.3I= Intencity of rain fall in Cm./hr.
for equal to time of constration at a given Frequency 1 Top width of head wall a a=h/(p-1)0.5 h p p-1 (p-1)0.5
A= Catchment area in Hectares 0.44 0.5 2.3 1.3 1.14Q Cofficient I A C Say 0.6
2.484 0.0276 15 20 0.3 2 Bottom width of head wall b b=h+H/(p-1)0.5 h H H+h p p-1 (p-1)0.5
1.228 0.5 0.9 1.4 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.25TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.57 0.9 0.67 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.57 0.9 0.67
K L L 3/2 H H ½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient15119 2000 89443 35 5.916 0.7 0.9 0.5 1.4 0.5
0.76 Top width of head wall ext 0.4*H H cofficient
TC Cofficient K K.77 0.36 0.9 0.432.23 0.0195 15119 1652.8 7 Length of basin LB 0.75(H+d)+H H d H+d 0.75(H+d)
15 Use this As I As Reference 2.08 0.9 0.67 1.57 1.177510 I=one hour rain fall intensity in cm/hour 8 Thickness of basin t
Hydraulic Design 0.5Q Cofficient L h h1.5 h=head over the crest in mtr 9 Hight of the side wall at head H+d H d
2.484 1.71 4.11 0.5 0.354 L=length of the crest wall in mtr wall joint 1.57 0.9 0.6713.476 10 Hight of the side wall at toe 1.5*h cofficient h
F Cofficient hw F=free board in mtr wall joint 0.75 1.5 0.50.1757 1.5 0.1171 11 Length of wing wall 2.25*h cofficient h
0.17 1.125 2.25 0.5hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.1171 0.014 70 8.37 hw=wave length in mtr 0.75 1.5 0.5
d h F 13 Top width of toe wall 0.450.67 0.5 0.17 14 Height of toe wall 0.3
15 Thickness of side wall 0.6
Page 135
a = Top width of head wall in m. Kurdaya-Badganw IWMP 2011-12b = Bottom width of head wall in m.
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg hρ = Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum)H = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1µ = Coefficient of friction (0.65 to 0.75) Fb H
a b H h ρ C w H/3 H/2 W10.60 1.25 0.9 0.5 2300 0.5 1000 W2
W1 = a Hρ a H ρ w(h+H) b1242 0.60 0.9 2300
UW2 = ½(b-a)Hρ b a H ρ cofficient
672.75 1.25 0.60 0.9 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient437.5 1000 0.9 0.5 1.4 1.25 0.5
Fa = whH w h H H 0.90450 1000 0.5 0.9 h 0.5 W1 1242
a 0.60 W2 672.75Fb = wH2 / 2 w H H H2 cofficient b 1.25 U 437.5
405 1000 0.9 0.9 0.81 0.5 w 1000 Fa 450Fb 405
Fc = wah w a h Fc 300300 1000 0.60 0.5
b/3 2b/3
awh
Page 136
Safety against overturningKurdaya-Badganw IWMP 2011-12
W1 x1 Fc Fa Fb U a b W21242 0.95 300 450 405 437.5 0.60 1.25 672.75
H U0.9 437.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1753.51 1179.9 285 288.61 1.25 0.60 0.65 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3688.5833 202.5 121.5 364.5833
RM OM RM/OM1753.51 688.5833 2.546547 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1777.25 1242 672.75 300 437.5Th Fa Fb Frictional cofficient
855 450 405 0.8C.F*Tv/Th 1.66 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.599 1064.93 1777.25E=b/2-X b/2 X
0.026 0.625 0.599
e b/60.026 0.208 b/6>e
Hance safe
Page 137
Structural Design Kurdaya-Badganw IWMP 2011-12
Top Plan 0.64.11
0.61.25
0.653.13
1.43 2.08
1.10.6
ElivationHead wall extention
1.65
1.11Head wall
1.43 0.45 0.75Land Level
0.3Apron
0.60.6
Foundation0.3
1.253.13
0.65
0.9cc 1:4:8
0.36
1.25
0.6
1.25
Side wall
1.57
1.2
0.67
0.9
2.57
0.7
0.36
0.45
0.3
Page 138
Estimate Kurdaya-Badganw IWMP 2011-12
Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.19 0.675
Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavatedmeterial lead op to 150 2B
Head wall 1 4.11 1.25 1.2 6.16Head wall extention 2 2.57 0.7 1.2 4.32
side wall 2 3.13 0.6 1.2 4.50Appron 1 4.11 1.43 0.9 5.28
Toe wall 1 4.11 0.9 1.2 4.44Wing Wall 2 1.125 0.6 0.6 0.81
25.51 99 2525.505
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B
Head wall 1 4.11 1.25 0.3 1.54Head wall extention 2 2.57 0.7 0.3 1.08
side wall 2 3.13 0.6 0.3 1.13Appron 1 4.11 1.43 0.3 1.76
Toe wall 1 4.11 0.9 0.3 1.11Wing Wall 2 1.13 0.6 0.3 0.41
7.02 2282 16019.46
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 4.11 1.25 0.9 4.62Head wall extention 2 2.57 0.7 0.9 3.24
side wall 2 3.13 0.6 0.9 3.38Appron 1 4.11 1.43 0.15 0.88
Toe wall 1 4.11 0.9 0.9 3.33Wing Wall 2 1.13 0.6 0.3 0.41
15.85 1919 30417.934 RR stone mesonary in Cement sand mortar 1 : 6 25C
Head wall 1 4.11 0.925 0.9 3.42Head wall extention 2 2.57 0.53 1.57 4.28
side wall 2 2.19 0.6 0.82 2.15side wall 2 3.13 0.6 0.75 2.81
Appron 1 4.11 1.43 0.00Toe wall 1 4.11 0.675 0 0.00
Wing Wall 2 1.13 0.6 0.75 1.0113.68 1919 26248.92
cf 75211.82
25C
Page 139
Kurdaya-Badganw IWMP 2011-12Sr. no. Name of work Item no. No Length Width Hight Qty rate amount
5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater
125Abf 75211.82
Head wall 1 4.11 0.6 0.1 0.247Head wall extention 2 2.57 0.36 0.08 0.148032
side wall 2 1.25 0.6 0.08 0.12side wall 2 1.65 0.6 0.08 0.158
Appron 1 4.11 1.43 0.08 0.469Toe wall 1 4.11 0.45 0.08 0.148
Wing Wall 2 1.13 0.6 0.08 0.1081.398 2507 3504.067
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 71A
Head wall 1 4.11 0.6 2.465Head wall 1 4.11 0.9 3.70
Head wall extention 2 2.57 0.36 1.85Head wall extention 2 2.57 1.57 8.07
side wall 2 1.25 0.6 1.5side wall 2 1.65 0.6 1.98side wall 2 3.13 0.75 4.69side wall 2 2.19 0.82 3.59side wall 2 0.60 1.57 1.88
Appron 1 4.11 1.43 5.87Toe wall 1 4.11 1.05 4.31
Wing Wall 2 1.13 0.6 1.35Wing Wall 2 1.13 0.75 1.6875Wing Wall 2 0.75 0.6 0.90
43.84 151 6619.872
7Cement concrete 1:1.5:3 (1cement:1.5 sand:3 concrete) 25 mm concrete Using mixture & vibrater
Appron 126 1 4.11 1.428 0.15 0.88 3587 3155.726
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 4.11 1.11 4.56 60.7 276.8743Total 88768.36
3% contengency 266391431
Say 0.91 lacs
Page 140
Kurdaya-Badganw IWMP 2011-12Earthen bund
Length Left 175Right 256
Maximum cross section Minimum cross section
0.60.6
USDS 2:1 1.57 2:1
2:1 0.6 3:1
3.14 3.14 1.2 1.8
6.88 3.6
CS (Tw+Bw) *Hight2
CS 5.8718 CS 1.26
Average Cross section 3.5659
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
139 ii B 175 3.57 624.03256 3.57 912.87
1536.90 Cum 92 141395.07 cost of Cumath Seed Row Length To.length interwell No per kg
3 431 1293 1 450 2.87 Kg 100 287.33333 Seed Sowing (Cumtha) 1293 1293 mtr 0.62 801.66
142484.063% contengency 4274.52
Total 146758.58
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
2
Page 141
Abstruct cost of Tanka with Plantation work
Gen /OBC BPL/SC Govt share Farmer share10% 5%
1Cost of tanka 136000.00 13600 6800
Conservation measure for water harvesting
20% 10%
2 Cost of Horticulture plantation 7700 1540 770 Production
3Cost of Barbered wire fencing with post fixing 22300 4460 2230 Production Total for production 30000 6000 3000
90% 10%
21000 0 0 18900 2100 Total Cost of tanka unit 187000.00 19600.00 9800.00 18900.00 2100.00
Note :- 1 Rates are taken as per GKN Nagaur. & forest dept.2 For Horticulture plantation is as per norms of Agriculture ext. Dept.3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.
4
Sr. no Measures
Contribution Convergence with Ag.Ext dept.
Cost of Drip irrigation system
Name of work
Page 142
Design of tanka
Collection of Water = Area * rainfall* 60% Capacity as per Structural design
Catchment Area = ^4*D2 (D= 15.00 Cum= ^4*Dt2 * Hight Dt= Inner diameter of tanka
= 176.625 SqmRainfall = 0.3 Mtr Dt= 3
Hight = 3.60Collection of water = 31.7925 Cum
25.434 CumCapacity Cum*1000 Capacity Cum*1000
= 31792.5 = 25434Used during season 6000
for potebilityNet 25792.5
Hence rainfall on catchment area can fillup the tanka by water
ProductionTotal capacity of tanka 25500 LtrUse of water for drinking purpose 20% 5100 LtrAvable water for plantation 80% 20400 LtrOne watering require 15 Ltr
No of watering per Year 25 No
Total Ltr require per plant per year 375 Ltr
No of plant can survive = Avable plantation for Plantation/ water require per plant per year= 54.40
say 55 plant
Page 143
Capacity 25434 LTR
Tanka D d u H h u-3Mtr 3.9 3 3.6 3.90 0.6 0.6
S.No Discription Item no.No
/fector Length Width Hight Qty Rate Amount
1Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 2B
0.785 3.9 3.9 0.3 3.58 99 354.61
2Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 2B
0.785 3.9 3.9 1.2 14.33 99 1418.45
3Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 one extra lift 2B+3
0.785 3.9 3.9 1.5 17.91 111 1987.99
4Earth work Excavation in hard soil up to 1.5 mt Hight and depositedexcavated meterial lead op to 150 With two Extra lift 2B+3
0.785 3.9 3.9 0.6 7.16 123 881.165 Cement concrete 1:5:10 (1cement:5 sand:10 concrete) 40 mm concrete 10 0.785 3.9 3.9 0.3 3.58 2008 7192.57
RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 3.9 3.9 3.9 46.57B 0.785 3 3 3.9 27.55
A-B 19.01 1919 36483.867 Lintal work supply & fixing in Cement sand mortar 1 : 4 32 4 3.35 0.25 3.35 988 3309.808 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 3.14 3 3.60 33.91 173 5866.78
Roof on tanka with Jodhpur stone slabe including Pointing of joints & 50mm Cement concrete 1 : 2 : 4 A 0.785 3 3 7.07
Gate B 1 0.45 0.45 0.20 A-B 6.86 1246 8550.68 50 mm Cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 concrete) 12mm A 0.785 3.9 3.9 11.94 B B 0.785 3 3 7.07 C 4.87 A+B-C 0.785 3 3 7.07
11.94 247 2949.1412 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick on stone 71B 3.14 3.9 0.6 7.35 151 1109.49
TOTAL A 70104.53
10 56
51C
25C
Model estimate
6
9
Page 144
Working period D d H h H-h c/c hAngor wall 15.00 14.40 0.7 0.3 0.4 0.15
S.No Discription Item no.No
/fector Length Width Hight Qty Rate AmountEarth work Excavation in hard soil up to 1.5 mt Hight A 0.785 15 15 0.3 52.99and deposited excavated meterial lead op to 150 B 0.785 14.4 14.4 0.3 48.83
A-B 4.15 99 411.27Cement concrete 1:5:10 (1cement:5 sand:10 concrete) A 0.785 15 15 0.15 26.4940 mm concrete B 0.785 14.4 14.4 0.15 24.42
A-B 2.08 2008 4170.84RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 15 15 0.85 150.13
B 0.785 14.4 14.4 0.85 138.36 A-B 11.77 1919 22587.19
Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick A 0.785 15 15 176.63on stone B 0.785 14.4 14.4 162.78 A-B 13.85
3.14 15 0.7 32.973.14 14.4 0.7 31.65
78.47 151 11848.76Total B 39018.05
3
1
2
4 71B
2B
10
25C
Page 145
HodiLw Sw w h Th Lw Sw w h Th0.6 0.6 0.3 0.6 0.1 0.6 0.6 0.3 0.6 0.1
Lw+2w Sw+w 2Sw+Lw H Lw+2w Sw+w 2Sw+Lw H1.2 0.9 1.8 0.7 1.2 0.9 1.8 0.7
Earth work Excavation in hard soil up to 1.5 mt Hight and 1 1.2 0.9 0.7 0.76deposited excavated meterial lead op to 150 1 1.2 0.9 0.7 0.76 A+B 1.51 99 149.69RR stone mesonary in Cement sand mortar 1 : 6 2 0.6 0.3 0.6 0.22
1 1.2 0.3 0.6 0.222 0.6 0.3 0.6 0.221 1.2 0.3 0.6 0.22
A-B 0.86 1919 1658.02 Cement concrete 1 : 5 : 10 (1 cement 1 1.2 0.9 0.1 0.11
1 1.2 0.9 0.1 0.11total 0.22 2008 433.73Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 1 0.6 0.6 0.36 B 1 1.8 0.6 1.08 C 2 0.6 0.3 0.36 D 1 1.2 0.3 0.36 a 1 0.6 0.6 0.36 b 1 1.8 0.6 1.08 c 2 0.6 0.3 0.36 d 1 1.2 0.3 0.36
4.32 101 436.32Total C 2677.75
soil murram MurramMis Work 0.3 0 0.3
1 Gate as per voucher L .S. 500Jali inlets L. S. 200Spreding And compection of excaveted soil in required profile A 0.784 14.4 14.4 0.3 48.77
B 0.784 3.9 3.9 0.3 3.58 A-B 45.19 40 1807.75
supply of murram A 0.784 14.4 14.4 0.3 48.77B 0.784 3.9 3.9 0.3 3.58A-B 45.19 80 3615.49
Trancepotation of murram up to 5 km A 0.784 14.4 14.4 0.3 48.77B 0.784 3.9 3.9 0.3 3.58A-B 45.19 87.9 3972.52
spreading of binding meterial in require profile including wateringin 15 cm layer 118 b 45.19 38 1717.36compection by plate vibretorwith operator & desal 125b/ 45.19 42 1898.13
analysis7 Hanp - Pamp & Pipe 2000.00
Total D 15711.26
5
6
68A
71B
4
4
52
3 116 E
1 2A
2 25C
3 10
Page 146
Water tank Capacity 216 LtrL W H w
1.2 1.2 0.60.6 0.6 0.6 0.3
S.N. Discription Item no.No
/fector Length Width Hight Qty Rate Amount1 RR stone mesonary in Cement sand mortar 1 : 6 1 1.2 1.2 0.6 0.86
2 1.2 0.3 0.6 0.432 0.6 0.3 0.6 0.22
A-B 1.51 1919 2901.532 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 4 1.2 1.2 5.76
2 1.2 0.3 0.722 0.6 0.3 0.364 0.6 0.6 1.44
8.28 151 1250.28Total E 4151.81
Total (A,B,C,D & E) 131663.40Add 3 % contengency 3949.90Grand total 135613.30
Say 136000.00
71B
NameBase
Super Structure
25C
Page 147
PLAN0
15
Capacity 25434 Ltr3.9
3 1.2
5.25
14.4
15
ROOF 5.25
0.7 0.6 0.3
0.3
3.90 0.93
3.6
cc 1:5:10
3.9
0.6
Page 148
Name of Plant Buded Ber Area 0.20 Ha
Horticulture Cost per plant No. of per ha. Plants 55
Year No./Year
1 Diging of pit 1 0.9 0.9 0.9 0.73 cum. 84 61.24 3367.982 Apply of manure
(A) Compost Khad 5.00 kg. 0.4 2.00 110(B) S.S.P. (16%) 1.00 kg. 4 4.00 220(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 165
3 Mixing with soil & filling pit 1 0.9 0.9 0.75 0.61 cum. 39 23.69 1303.08754 Plant cost 1 1.00 No 15 15.00 8255 Planting tree 1.00 No. 3.1 3.10 170.56 Weeding & hoeing 3 1 3.00 No. 1.3 3.90 214.57 Sprey
(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 462(B) Sulpher 3 0.02 Kg 0.06 200 12.00 660
8Trancepotation of Plant from Jodhpur 100 km including loading and unloading 1.00 no 1.25 1.25 68.75TOTAL 7566.82
7500Add 3% contengency 225
Total 7725Say 7700
Note:- And also Provide 50% subcidy for Bird netFarmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)Farmer will ensured for Watch and Ward by himselfFarmer will be benifited by Drip Irrigation by Ag.extention dept. seperetaly.
Problem:- NEEL GAY ( Roz) can destroy all plantation work. Such that six time barberbed wire fencing is require.and farmer do not have much money about 0.33 Lacs for this Such that project will provide Barberd wire fencing.
S.No DiscriptionTotal
Length Width Unit Rate Amount Amount for 55 Plants
Model estimate
Hight Qty
Page 149
Fencing post
2.1 0.2
0.15No of post 100
S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 100 2.1 0.18 0.15 5.51 Cum 3170 17474.632 Centering & shutering 100 2.1 0.3 63 Sqm 104 6552.00
Mtr Kg/MtrRain forcement with tor bar 8mm bar 400 2.1 840 0.4 336 KGRing specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG
462.9 KG 62 28699.80Cost for 100 posts 52726Cost for one post 527
Add 3% contengency 16543
Say 540Area 0.2 Ha Length 183 mtr.
No of post As per length 28.00Fencing will be done by Project
S.No Discription Item no. No Length of single wire
Total length Kg/mtr Quantity Unit Rate Amount
1 Supply of barberbed wire fencing 14 gauge 65 5 183 915 0.08 73.2 Kg 64 4684.82 Supply of cement concrete post mo.est. 28 28.00 No 540 15120.003 Trancepotation of posts 2 km. 194C 28 0.0393 1.10 Cum 66.7 73.404 Cement concrete 1:6:12 40mm 10 4 0.45 0.45 0.45 0.36 Cum 1880 685.265 fixing of Rcc post in 45 cm. deep pit 2B 24 0.45 0.45 0.45 2.19 Cum 68 148.726 Cost of binding wire mo.est. 1.5 Kg 70 105.007 Tidening of barberded wire 5.5/forest 915 mtr 0.95 869.25
21686.42Add 3% contengency 650.59
22337.02Say 22300
Model estimate
0.15
3
Page 150
S. No. Year Discount factor 1/(1+.07)^n
(n=No. of yr.)
Capital cost Benefits Present Worth of actual cost(3X4)
Present worth of Benefit(3X5)
B.C. Ratio
1 2 3 4 5 6 7 8
1 I 0.93 166000.00 0.00 155140.19 0.00
2 II 0.87 1020.00 0.00 890.91 0.00
3 III 0.82 1020.00 37500.00 832.62 30611.17
4 IV 0.76 1020.00 37500.00 778.15 28608.57
5 V 0.71 1020.00 37500.00 727.25 26736.98
6 VI 0.67 1020.00 37500.00 679.67 24987.83
7 VII 0.62 1020.00 37500.00 635.20 23353.12
8 VIII 0.58 1020.00 37500.00 593.65 21825.34
9 IX 0.54 1020.00 37500.00 554.81 20397.52
10 X 0.51 1020.00 37500.00 518.52 19063.10
175180 300000.00 161350.97 195583.63
Calculation of B.C. ratio (Amount in lacs)
1.21
Total
Page 151
Abstruct cost of Khet Talai with Plantation workArea 0.20 Ha.
Gen /OBC BPL/SC Govt share Farmer share10% 5%
1Cost of Khet Talai 175000.00 17500 8750
Conservation measure for water harvesting
20% 10%2 Cost of Horticulture plantation 7700 1540 770 Production
3 Cost of Barbered wire fencing with post fixing 22300 4460 2230 Production Total for production 30000 6000 3000
90% 10%21000 0 0 18900 2100
Total Cost of tanka unit 226000.00 23500.00 11750.00 18900.00 2100.00
Note :- 1 Rates are taken as per GKN Nagaur. & forest dept.2 For Horticulture plantation is as per norms of Agriculture ext. Dept.3 For dovelopment of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.
Convergence with Ag.Ext dept.
Measures
4 Cost of Drip irrigation system
Sr. noName of work
Contribution
Page 152
0Design of Khet talai
Collection of Water = Area * rainfall*30% Capacity as per Structural design
Catchment Area = 0.2 ha. Cum= Area*Hight= 2000 Sqm Area = 100
Rainfall = 0.3 MtrHight = 1.50
Collection of water = 180 Cum150 Cum
Capacity Cum*1000 Capacity Cum*1000= 180000 = 150000
Hence rainfall on catchment area can fillup the tanka by waterFull capacity 150000Evoporation 30% 45000Daily use for animal and birds 25% 37500
Net avalable water for Horticulture Plantation 67500
Production
One watering require 20 Ltr
No of watering per Year 60 No
Total Ltr require per plant per year 1200 Ltr
No of plant can survive = capacity/ water require per plant per year= 56.25
say 56 plantMinimum 55
Page 153
Model Estimate
Khet Talai Length Width Excavation Above GL Mesonary Wall Width
Water tank For collection of water 10 10 1.8 0.6 2.1 0.45
Capacity Plant Ha.
0 150000 Ltr 55 0.20
S.no Activity No Length Width Hight Qty Unit Rate Amount
1Earth work Excavation in hard soil up to 1.5 mt Hight anddeposited excavated meterial lead op to 150
139/p15 1 10 10 1.8 180 cum. 84 15120
2 Spreding And compection of excaveted soil in required profile 5 1 10 10 1.8 180 cum. 40 7200
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B 1 10 10 0.3 30 cum. 2282 68460
3 RR stone mesonary in Cement sand mortar 1 : 6 25C 2 9.1 0.45 2.1 17.1992 10 0.45 2.1 18.9
36.099 cum. 1919 69273.98
5
50 mm Cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 concrete) 12mm
56
2 9.1 0.45 8.192 10 0.45 9
17.19 sqm. 247 4245.936 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 2 9.1 2.1 38.22
2 9.1 2.1 38.2276.44 sqm. 173 13224.12
7Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick on stone 71A
2 10 0.6 122 10 0.6 12
24 sqm. 151 3624181148
Excavation will be done by farmer (-) 15120Net (a) 166028
Hight
Page 154
Water tank Capacity 216 LtrL W H w
1.2 1.2 0.60.6 0.6 0.6 0.3
S.N. Discription Item no.No
/fector Length Width Hight Qty Rate Amount1 RR stone mesonary in Cement sand mortar 1 : 6 1 1.2 1.2 0.6 0.86
2 1.2 0.3 0.6 0.432 0.6 0.3 0.6 0.22
A-B 1.51 1919 2901.532 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick on stone 4 1.2 1.2 5.76
2 1.2 0.3 0.722 0.6 0.3 0.364 0.6 0.6 1.44
8.28 151 1250.28Total 4151.81
Total 170179.84Add 3 % contengency 5105.40Grand total 175285.23
Say 175000.00
NameBase
Super Structure
25C
71B
Page 155
Name of Plant Buded Ber Area 0.20 Ha
Horticulture Cost per plant No. of per ha. Plants 55
Year No./Year
1 Diging of pit 1 0.9 0.9 0.9 0.73 cum. 84 61.24 3367.982 Apply of manure
(A) Compost Khad 5.00 kg. 0.4 2.00 110(B) S.S.P. (16%) 1.00 kg. 4 4.00 220(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 165
3 Mixing with soil & filling pit 1 0.9 0.9 0.75 0.61 cum. 39 23.69 1303.08754 Plant cost 1 1.00 No 15 15.00 8255 Planting tree 1.00 No. 3.1 3.10 170.56 Weeding & hoeing 3 1 3.00 No. 1.3 3.90 214.57 Sprey
(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 462(B) Sulpher 3 0.02 Kg 0.06 200 12.00 660
8Trancepotation of Plant from Jodhpur 100 km including loading and unloading 1.00 no 1.25 1.25 68.75TOTAL 7566.82
7500Add 3% contengency 225
Total 7725Say 7700
Note:- And also Provide 50% subcidy for Bird netFarmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)Farmer will ensured for Watch and Ward by himselfFarmer will be benifited by Drip Irrigation by Ag.extention dept. seperetaly. Add 3% contengency
Problem:- NEEL GAY ( Roz) can destroy all plantation work. Such that six time barberbed wire fencing is require.and farmer do not have much money about 0.33 Lacs for this Such that project will provide Barberd wire fencing.
Unit Rate Amount Amount for 55 Plants
Model estimate
Hight QtyS.No DiscriptionTotal
Length Width
Page 156
Fencing post
2.1 0.2
0.15No of post 100
S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 100 2.1 0.18 0.15 5.51 Cum 3170 17474.632 Centering & shutering 100 2.1 0.3 63 Sqm 104 6552.00
Mtr Kg/MtrRain forcement with tor bar 8mm bar 400 2.1 840 0.4 336 KGRing specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG
462.9 KG 62 28699.80Cost for 100 posts 52726Cost for one post 527
Add 3% contengency 16543
Say 540Area 0.2 Ha Length 183 mtr.
No of post As per length 28.00Fencing will be done by Project
S.No Discription Item no. No Length of single wire
Total length Kg/mtr Quantity Unit Rate Amount
1 Supply of barberbed wire fencing 14 gauge 65 5 183 915 0.08 73.2 Kg 64 4684.82 Supply of cement concrete post mo.est. 28 28.00 No 540 15120.003 Trancepotation of posts 2 km. 194C 28 0.0393 1.10 Cum 66.7 73.404 Cement concrete 1:6:12 40mm 10 4 0.45 0.45 0.45 0.36 Cum 1880 685.265 fixing of Rcc post in 45 cm. deep pit 2B 24 0.45 0.45 0.45 2.19 Cum 68 148.726 Cost of binding wire mo.est. 1.5 Kg 70 105.007 Tidening of barberded wire 5.5/forest 915 mtr 0.95 869.25
21686.42Add 3% contengency 650.59
22337.02Say 22300
Model estimate
0.15
3
Page 157
S. No. Year Discount factor 1/(1+.07)^n
(n=No. of yr.)
Capital cost Benefits Present Worth of actual cost(3X4)
Present worth of Benefit(3X5)
B.C. Ratio
1 2 3 4 5 6 7 8
1 I 0.93 175000.00 0.00 163551.40 0.00
2 II 0.87 1020.00 0.00 890.91 0.00
3 III 0.82 1020.00 37500.00 832.62 30611.17
4 IV 0.76 1020.00 37500.00 778.15 28608.57
5 V 0.71 1020.00 37500.00 727.25 26736.98
6 VI 0.67 1020.00 37500.00 679.67 24987.83
7 VII 0.62 1020.00 37500.00 635.20 23353.12
8 VIII 0.58 1020.00 37500.00 593.65 21825.34
9 IX 0.54 1020.00 37500.00 554.81 20397.52
10 X 0.51 1020.00 37500.00 518.52 19063.10
184180 300000.00 169762.18 195583.63
Calculation of B.C. ratio (Amount in lacs)
1.15
Total
Page 158
Silvi Pasture DevelopmentArea 72 ha Benefit
Abstruct of Cost Area Rate Amount Net return
Net return for three
year
Name of work Cost Ha Kg/ha Kg per kgDhaman seed 72 25 1800 120 216000 20 36000 180000 540000
Dhaman 2.95 Dhaman grass 72 2000 144000 5 720000 1 144000 576000 1728000Kumatha 5.23 756000 2268000Fencing 6.34Gate 0.40Total 14.92 lacs
Per Ha. Cost 0.21
Note:- This benefit is for initial phase. If we menage it best we can fullfill other requirement of villagerslike fodder problem
Cost Benefit RatioBenefit Cost Ratio
Initial phase 22.68 14.92 1.52
Prodoction Expenditure
Page 159
Estimate for Dhaman Sowing
Dhaman require =5 kg/ha 360 KgSpacing 5 mtrSpacing of grass seed 15 Cm
Sr. no. Name of work Item no. No Length Width Hight Qty Unit Rate Amount1 Jungal clearence July flora 107 800 60 48000 Sqm 0.7 33600
2
Making of balls of grass seed(1:1:2:2) 1 grass seed:1FYM
: 2 sand : 2 clay3/1/9 forest 360 kg 360.00
Per 6 kg meterial 24.99 1499.4
3
Grass seed sowing by twice plough with Tractor in pasture development areas 10 72 Ha. 2757.72 198555.8
4 Cost of seed CAZARI Jodhpur 360 Kg 120 43200sowing of grass seeds by sprinkling and convering it in the area which has already been ploughed
Forest BSR 72 Ha. 135 9720
286575.2Contengency 3% 8597.2572Grand total 295172.5
Say 2.95
Page 160
Model estimate for Kumatha Plantation Silvi Pasture Development
Available Area 72 Ha.Total
LengthTotal no of
Plants
4600 4600
Cost per plantItem no
Year No./Year
1 Diging of pit 132 (B) 1 0.3 0.3 0.3 1.00 No 2.19 2.19 100742 Mixing soil & filling pit 5 1 0.3 0.3 0.3 0.03 cum. 40 1.08 49683 Cost of Plant 1.00 No. 10 10.00 460004 Planting tree 133(B) 1.00 No. 3.2 3.20 147205 Making thavla 137(B) 3 1 3.00 No. 1.9 17.10 786606 Watering 135 3 6 18.00 no 1.9 34.20 157320
Total month
per month days Total days
7 Watch & ward Minimum
wetges 3 1236 26 936.00 Month 147 30 137592
Water require per watering
Waterring per year
No of plant
Water requirement
8 Supply of water tanker 196(b) 3 15 6 1 270.00per 1000 ltr 3km 22.7 6.13 28193.4
9 Chokidar hut 30000TOTAL 104 507527
Contengency 3% 15226Grand total 522753
Say 5.23Problem & solution:- NEEL GAY ( Roz) can destroy all plantation work. Such that Watch and ward require on agriment
Note :- We have Chokidar for this Area in this estimate. We supplying water by Tanker .Estimate include gap filling 20 %
S.NoAmount for 4600
PlantRate AmountUnitLength Width Hight Qty
Plant to pant Spacing (mtr.)
1
DiscriptionTotal
Page 161
Fencing post
2.1 0.2
0.15No of post 100
S.No Name of work Item no. No Lingth Width Hight Qty Unit Rate1 Cement concrete 1:2:4 100 2.1 0.18 0.15 5.51 Cum 3170 17474.632 Centering & shutering 100 2.1 0.3 63 Sqm 104 6552.00
Mtr Kg/MtrRain forcement with tor bar 8mm bar 400 2.1 840 0.4 336 KGRing specing 0.20 mtr & Hook 6mm 900 0.5 450 0.282 126.9 KG
462.9 KG 62 28699.80Cost for 100 posts 52726Cost for one post 527
Add 3% contengency 16543
Say 540
Area 72 Ha Length 4600.00 mtr. Specing 6Say 4600No of post As per length 766.67
Fencing will be done by Project Two Aditional post require after every 10 Posts 77Net 843.67
Say 844.00
S.No Discription Item no. No Length of single wire
Total length Kg/mtr Quantity Unit Rate Amount
1 Supply of barberbed wire fencing 14 gauge 65 5 4600 23000 0.08 1840 Kg 64 1177602 Supply of cement concrete post mo.est. 844 844.00 No 540 455760.003 Trancepotation of posts 2 km. 194C 844 0.0393 33.17 Cum 66.7 2212.394 Cement concrete 1:6:12 40mm 10 77 0.45 0.45 0.45 7.02 Cum 1880 13191.265 fixing of Rcc post in 45 cm. deep pit 2B 767 0.45 0.45 0.45 69.89 Cum 68 4752.726 Cost of binding wire mo.est. 1.5 Kg 70 105.007 Tidening of barberded wire 5.5/forest 23000 mtr 0.95 21850
615631.36Add 3% contengency 18468.94
634100.30Say 6.34
Model estimate
0.15
3
Page 162
Model Estimategate
So.No Name of work Item no. No Length width Hight Qty Unit Rate Amount1 Excavation 2B 1 5.4 0.6 0.6 1.944
Hard soil 1.94 Cum 99 192.462 C/C (1:6:12) 10 1 5.4 0.6 0.3 0.972
0.97 Cum 2008 1951.783 Stone mesonary 25C 1 5.4 0.6 0.3 0.972
(1:6) 2 1.5 0.45 0.6 0.811.78 Cum 1919 3419.66
4 Super structure 26 2 1.5 0.37 1.2 1.332 2088 2781.216
7 Plaster 71A(1:6) 4 1.5 1.8 10.825 mm 4 0.37 1.2 1.776
4 0.45 0.6 1.082 1.5 0.37 1.11
14.77 Sqm 151 2229.6668 Gate & hole pass 88 117 kg 68.1 7967.7
Dasa 4 " 33C 1 2.6 0.35 0.91 Sqm 1089 990.99
19533.46Add 3% contengency 586.00
20119.47Say 0.20
Total Gate 2 0.40Total Cost 0.40
Page 163
vdq'ky Je dqqy Je
4 1.50 1.50 1.50 13.50 ?ku Qh
0.38 ?ku eh- 73.50 81.00 99.00 37.82
4 1.50 1.50 0.50 4.50 ?ku Qh
0.13 ?ku eh- 313.11 356.00 2216.00 282.21
4 1.00 1.00 1.00 4.00 ?ku Qh0.11 ?ku eh- 205.80 508.00 1919.00 217.23
2 1.00 1.00 9.00 18.00 ?ku Qh2 1.00 1.00 7.50 15.00 ?ku Qh2 5.50 1.00 2.00 22.00 ?ku Qh2 2.00 1.00 2.00 8.00 ?ku Qh
63.00 ?ku Qh1.78 ?ku eh- 205.80 508.00 2467.00 4398.41
1 12.00 10.00 120.00 o- Qh
11.15 o- eh- 11.98 28.00 598.00 6666.50
pkS@eh- x-@ÅW ek=k bdkbZJfed nj
dqy nj lkexzh lfgr
dqy ykxr
1 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] ikuh Mkyuk] cxy dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA lk/kkj.k@eqyk;e feV~Vh esaA
Name of Work:- Estimate of Animal shed with Manger
Ø-la dk;Z fooj.k la- y-
2 lhesUV dadjhV uhao ;k Q'kZ esa 40 fe-eh- ukih; eki dh iRFkj feV~Vh lhesUV& jsr elkyk esa 1 lhesUV % 4 jsr % 8 feV~Vh ds vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA
3 uhao rFkk dqlhZ esa iRFkj dh cs j)k <ksdk lhesUV ^ ctjh 1%6 elkys esa] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA vfrjDr tksMs_ vf/kjpuk iRFkj dh fpukbZ esa vkbZVe 22 ls 25 rd 30 ls-eh- ;k 30 ls-eh- ls de eksVkbZ ds fy;A'kSM o eSUtj
4 80 fe-eh- eksVkbZ ¼22 xzt9 dh yksgS dh bLikr ukyhnkj pn~nj ftUgs bLikr ds ts ;k ,y gqd rFkk 8 fe-eh- O;kl ds cksYV rFkk uV] fcVqeu ok'kj ds lkFk yxkbZ tk,xhA blesa dSph rFkk ijfyu dh ykxr 'kkfey ugh gSA
Page 164
vdq'ky Je dqqy JepkS@eh- x-@ÅW ek=k bdkbZ
Jfed njdqy nj lkexzh
lfgrdqy ykxrØ-la dk;Z fooj.k la- y-
1 4.00 2.00 0.50 4.00 ?ku Qh
0.11 ?ku eh- 239.61 316.11 1880.00 212.82
2 1.00 9.00 18.00 o- Qh2 1.00 7.50 15.00 o- Qh2 5.50 2.00 22.00 o- Qh2 3.50 2.00 14.00 o- Qh2 4.00 2.00 16.00 o- Qh2 2.00 2.00 8.00 o- Qh
93.00 o- Qh8.64 o- eh- 27.93 83.00 151.00 1304.59
96.00 fd-xzk96.00 fd-xzk 2.94 11.40 62.00 5952.00
8 lwpuk iV dk cksMZ o uke vknh 500.009 daVhtsUlh @3% 540.00
dqy ;ksx 20111.59
5 Q'kZ ds uhps lhesUV dadhV 1%6%12 feJ.k ftlesa 1 lhesaV 6 ctjh 12 Hkkx 40 eh-eh- ukHkh; iRFkj dh fxV~VVh ds lkFk feykdj Mkyuk]dqVdj nckuk] rjkbZ vkfn lesr gkFk ls feykdj MkyukA eSUtj
6 lhesUV IykLVj nhokj ij 1%6 vuqikr esa lhesUV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 25 eh-eh-
7 nks ,axy ¼40x 40 x 5 mm)lkbZt dh yxkuk ,ao ihyj ds lkFk fQDl djuk lkbZt 12 QhV izR;sd dk A
Page 165
Compost
Name of work Item No Length Width Hight Qty Rate Amount
1 Earth work excavation 139&140 3 2 2 12 84 1008In Hard soil
1008Say 1000
3
2
2
PIT
Page 166
a Location –District, block, village, watershed location map b Map of Thirod 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 Information on Soils, Soil fertility, Land capability, Soil chemical problems like salinity, alkalinity g Land Use Land Cover maph Information on existing water harvesting structures & well inventory along with GPS co-ordinates. i High resolution, latest Remote Sensing Satellite data
Documents of Agreements:
1 Proceedings of gram sabha for EPA approval2 Proceedings of gram sabha Resolution for committee constitution3 Proceedings of gram sabha for DPR approval4 Proceeding of Standing Committee of P.S. for DPR approval.5 Proceeding of Standing Committee of Z.P. for DPR approval.
WD&SC P.S.Merta City WD&SC.Distt.Nagaur
CHAPTER - VIII Enclosures -
Parkash Chander Hatila S.R. BanjaraAssistant Engineer, PIA Project Manager, WCDC
Page 167
Base MapNagour(IWMP)31/2011-12
Metra(Nagour)
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k
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k
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KURDIYA
BADGAON
BADGAON
KURDIYA
BADGAON
BEETAN
TREATED AREA
RAMLIYA WAS
PITHASH
TREATED AREA
G.L.R. TANKI
G.L.R. TANKI
AANGANVADI KENDRARAJIV GANDHI KENDRA
TALAB, G.L.R. TANKI
GRAM PANCHAYAT BHAVAN
RAJKIYA MADHYAMIC VIDHYALAYA
RAJKIYA MADHYAMIC VIDHYALAYA
RAJKIYA PRATHMIC VIDHYALAYA, G.L.R. TANKI
TALAB, GRAM PANCHAYAT, RAJIV GANDHI KENDRA
RAJKIYA PRATHMIC VIDHYALAYA, AANGANVADI KENDRA
RAJKIYA MARUDHAR KESARI PRATHMIC SWASTHYA KENDRA
RAJKIYA BALIKA UCHCH PRATHMIC VIDHYALAYA, G.L.R. TANKI
309
313316
311
314.5
311.9319.2
316.3309.9
313.9308.2
323.4317.9
307.12302.29
311.09309.78308.29307.72310.05
313.01312.12311.84313.36311.38311.15
314.04311.03311.44315.91317.29315.88318.58317.33317.06
313.01310.99310.98311.65313.53315.68318.04319.35326.24319.62317.75312.47311.15
311.97312.01312.53317.91320.11321.07310.92310.19307.53
310.02311.65314.43319.81320.58311.58
309.11311.02314.21320.36321.92318.89314.99311.09
309.37311.98318.91326.36315.04
73°58'0"E
73°5
8'0"
E
73°57'0"E
73°5
7'0"
E
73°56'0"E
73°5
6'0"
E
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
73°51'0"E
73°5
1'0"
E
73°50'0"E
73°5
0'0"
E
73°59'0"E
26°3
1'0"
N
26°3
1'0"
N
26°3
0'0"
N
26°3
0'0"
N
26°2
9'0"
N
26°2
9'0"
N
26°2
8'0"
N
26°2
8'0"
N
26°2
7'0"
N
26°2
7'0"
N
µ
KURDIYA
BADGAON
BEETAN
TREATED AREA
RAMLIYA WAS
PITHASH
TREATED AREA
§̈¦1¬«1
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
KotaBaran
Ganganagar
Bundi
Sirohi
Karauli
ChittaurgarhJhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Banswara
Rajsamand
Dungarpur
Dhaulpur
Sawai Madhopur
Chittaurgarh
Nagaur
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
Legend Village Name Gram Panchayat Name Area (Ha) BADGAON BADGAON 1608.67
BEETAN BADGAON 801.93
KURDIYA KURDIYA 3167.80
PITHASH BADGAON 402.67
RAMLIYA WAS BADGAON 775.14
Legend Type Area (Ha) Macro Watershed Number 1 Nos
Micro watershed Number 1 Nos
Allocated Area 7625
Macro Watershed Boundary 8513.94
Micro Watershed Total Area 8513.94
Gram Panchayat Boundary 8241.35
Village Boundary 6756.20
Treated Area 1485.15
Settlement 104.22
Waterbody 15.10
Village Road 6.98
Medium Road 4.85
Other Road 54.82
Location Points 13 Nos
DGPS Points 87 Nos
0 0.5 10.25Kilometers
1 centimeter = 100 meters
g g g g g
g g g g g g
g g g g g g g
k
kk k
k
k
k
k
kkk kk
¬«1§̈¦1KURDIYAKURDIYA
RAJKIYA PRATHMIC VIDHYALAYA, G.L.R. TANKI
323.4317.9 309.37311.98318.91326.36315.04
309.93314.91318.07325.02321.93315.24
308.19315.11315.01319.51321.52
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
26°2
7'0"
N
26°2
7'0"
N
26°2
6'0"
N
26°2
6'0"
N
26°2
5'0"
N
26°2
5'0"
N
26°2
4'0"
N
26°2
4'0"
N
26°2
3'0"
N
26°2
3'0"
N
1:10,000Scale-
Page 178
LULC MapNagour(IWMP)31/2011-12
Metra(Nagour)
¬«1§̈¦1
KURDIYA
BADGAON
BEETAN
TREATED AREA
RAMLIYA WAS
PITHASH
TREATED AREA 923
843
554
5
1
574
675
1500
4
1426
103
635
9
5
254
901
171
53
483
845
585
2
234
877
556
7
1448
197
8
94
241
201
11
629
50
165
99
6
903
510
84
711
677
743
45
56
461
690
654
75
20
47
17
159
97
499
60
51
7
49
48
97
1435
62
705
234
221
36
677
164
51
198
868
42
431
255
94
81
388
679
96
1257
168
26
954
66
200
151
12
539
12
26
573
152
542
130
477
627
108
199
763
41
243
593
29
190
1232
51
261
30
214
205
72
496
20
372
74
778
66
922
8
637
95
655
1484
561
233
850
35
232
712
797
928
43
171
695
891
852
652
1492
154
919
374
267
1301
4
33
848
48
53
1508
30
172
177
86
1345
636
165
208
52
85
681
1262
250
684
680
1146
10
155
494
611
90
231
389
3
861
87
504
2
37
774
67
229
212
11
704
87
256
23
218
54
64
127
471
175
217
58
942
428
318
19
536
1319
935
1028
641
575
1040
947
142
92
113
19
1069
230
712
25
216
1044
57
890
256
63
718
884
931
862
889
113
99
675
76
843
86
90
100
378
497
798 252
262
93
46
998
54
387
842
24
163
46
673
495
1028
882
628
782
21
269
961
32
147
50
34
102
112
85
582
195
272
929
455
59
484
722
145
1326
259
767
111
40
632
793
792
1496
31
858
215
1042
907
537
1258
176
444
22
701
69
862
1256
202
1716
928
45
445
242
624
775
571
988
71
246
225
434
103
592
741
132
253
177
173
56
520
170
689
114
88
676
951
535
370
88
732
101
897
1205
244
814
819
1492
863
438
131
1190
967
942
89
590
236
251
981
662
771
211
56
463
300
401
156
1260
997
1039
392
785
1006
509
60
756
713
517
934
1397
939
33
492
825
516
601
648
8/10
296
657
511
429
446
1072
997
670
73
670
305
89
25
830
15
727
738
749
1475
160
564
801
984
18
263
1473
156
167
141
1131
14
1144
290
16
462
1226
750
1138
411
662
146
13
563562
42
580
162
535
671
213
779
553
82
161
1491
174
52
62
115
713
226
454
1381
999
510
157
661
459
841
923
514
776
64
626
1421
252
389
620
133
238
393
1074
559
674
63
1020
98
270
1166
903
1150
468
23
737
989
1145
1487
806
469
924
27
162
648
156
49
55
209
682
207
158
1411
733
430
973
175
1163
245
143
77
397
1285
119
764
802
541
55
150
1372
674
89
280
148
452
73
426
768
920
508
1157
136
260
25
992
17/1
544
979
1186
1714
994
968
630
1156
643
722
65
1498
659
129
994
203
1189
340
955
259
545
540
904
74
239
739
765
253
637
1090
636
1963
509
1153
453
137
79
9
258
169
1047
120
18
55
1338
436
761
19
386
408
28
661
523
581
786
1405
320
17
973
528
1480
964
66
933
319
292
641
204
985
1438
967
73
1337
1187
184
614
527
985
247
896
68
1210
1442
1104
152
196
1387
899
276
773
154
1410
62
686
587
1191
1021
1386
810
513
1370
1103
605
466
853
1204
1450
258
521
61DUP
812
748
1311
191
63
505
67
88
851
1165
515
1248
896
1399
173
734
794
673
894
995
62
811
757
210
640
522
1368
390
972
1333
818
631
111
392
396
1435
309
901
123
439
727
257
658
551
1008
531
18
373
294
588
1360
618
139
194
181
391
1157
153
672
600
306
693
838
506
376
311
149
272
62DUP
857
541
1166
835
1355
192
714
635
172
987
144
1398
726
1255
1448
273
229
898
1287
442
952
174
222
867
485
847
59
960
10
656
917
224
601
173
882
302
31
683
39
1433
589
491
707
921
989
166
558
868
1233
1449
277
685
668
754
1267
869
1393
29
501
1402
934
1424
1283
1253
106
687
969
1385
150
938
554
595
965
1352
1093
1351
1349
658
333
78
555
75
120
1303
310
477
1123
83
288
188
512
80
1391
104
54
206
1169
715
565
1167
44
612
70
1343
1063
24
1068
530
579
1019
817
22
881
1385
725
43
1288
1412
613
925
289
1149
647
1148
165
1301
25
659
293
61
145
895
110
736
1179
190
1489
1292
664
1720
995
790
927
148
60
1225
696
607
650
865
883
864
1391
558
781
220
295
526
37
1342
804
1376
270
542
735
57
660
93
1262
16
1089
529
1451
131
667
1450
538
909
703
1183
142
258
184
130
1184
983
769
1417
394
699
1285
1307
790
655
1178
502
1286
1010
248
1044
964
1146
543
371
269
260
766
651
691
1041
627
815
1017
552
275
640
87
536
1168
249
625
1133
948
164
959
82
980
651
291
1013
1245
1437
1365
123
1333
1356
803
1038
167
84
513
564
1100
480
718
1134
23
1169
970
114
1341
666
491
694
1427
261
996
787
866
369
649
176
714
634
1044
1096
604
219
813
441
1290
650
525
920
187
274
1061
1206
1252
644
32
177
1713
608
61
189
507
180
1324
550
963
1223
1083
586
223
1002
140
1244
1209
1334
1132
380
687
178
560
1108
1436
1155
1340
109
1494
669
1197
593
1324
633
27
1261
576
1211
863
1320
1394
88
185
740
660
1323
952
21
114
650
361
1162
1326
1007
1272
1259
858
1356
270/354
1426
1152
602
560
149
514
817
1373
433
653
58
630
1253
1195
1289
649
546
1413
970
953
151
1124
1376
1239
422
963
164728
811
990
1357
1371
1302
503
1330
493
515
269/353
27
1263
235
1282
1419
987
898
1304
193
1137
555
362
1220
829
262
1387
606
1122
360
242
1420
1430
745
1011
853
1050
1292
1014
1185
787
317
709
648
1358
965
1485
15
1151
619
72
1037
905
827
1336
743
35
1038
1715
546
1360
1170
576
1200
264
656
1071
1238
729
990
864
985
633
1336
1228
816
339
34
275
847
73
924
854
846
1072
652
1105
1248
1116
44
1087
1471
1280
1398
551
1481
960
1039
1308
1125
1465
492
809
1313
400
1276
966
766
591
1962
504
836
603
1263
1007
323
1162
1182
1031
85
1432
117
982
671
1259
733
534
481
939
335
1443
1054
1347
657
1308
435
116
325
1220
184
910
286
1111
1477
1080
24
776
1502
474
1012
126
1959
1488
1405
1210
1159
594
1080
827
1331
1313
1252
1104
788
1014
178
1233
1240
961
823
839
124
1135
407
1428
895
228
334
1454
979
1958
1342
161
685
1053
479
1386
498
1246
1375
267
813
1423
266
921
1074
558
954
1109
20
1171
135
406
607
1201
296
332
1297
624
599
126
1086
975
266
1258
1079
665
300
5913
11194
1367
1073
581
982
447
549
1133
1037
978
731
1345
1227
1252
915
980
603
1118
1322
265
278
1347
287
1190
1399
257
1379
1383
1191
1343
1161
8/14
1159
1188
313
299
1267
324
982
1102
9941470
1422
1302
143
808
53
1373
1382
885
1352
974
1280
1722
113
983
728
1071
899
427
688
500
1365
583
665
914
1139
1134
547
1441
1219
1076
233
448
1314
602
948
1040
398
678
1398
248
166
66
501
1335
1106
1351
1036
7851135
598
609
886
1291
1054
1371
1158
316
720
1101
1062
397
1013
134
1160
856
1352
711
338
1189
52
732
1115
1249
832
1236
1166
1134
642
862
1229
532
1296
8/315
623/dup
950
38
943
958
932
399
1469
752
1207
796
1100
548
303
1416
753
1348
1197
1378
308
485
179
1157
837
1093
1187 1132
1049
1085
1354
1036
1126
1188
160
1506 698
1243
1010
322
1052
1196
769
467
1268
767
1323
74
1266
1712
530
1230
706
135
710
1255
83
475
1710
122
941
105
1304
1264
915
1335
1350
1372
999
137
159
1264
176
186
1309
312
1689
1128
610
247
1137
432
13
1367
780
337
1290
1277
1189
788
702
1207
511
1148
851
695
983
1329
115
487
64
1177
957
981
1319
1405
1354
465
1107
1293
298
1346
913
993
533
1230
119
1373
651
1113
256
805
789
1202
1325
1009
1318
1207
919
1253
14
1334
299
579
1353
26
1228
897
1443
563
255
768
1070
1274
1459
1370
1235
890
1356
791
153
301
701
1366
1281
1127
1088
1162
1145
1389
1075
1384
1183
572
36
1206
871
307
986
273
193
1294
271
559
1247
1480
770
879
649
1101
598
1153
1403
1390
1260
1175
1368
1199
878
1109
561
1393
1464
1100
1366
1089
1103
822
855
1161
859
1346
955
1219
583
1275
181
169
1316
945
1270
460
1383
906
1442
760
795
1105
1138
28
1212
1468
155
1271
1466
900
22
1486
268
1409
1111
608
1026
639
163
1049
668
1094
905
71
1439
1353
907
820
1260
669
278
1379
571
1214
366
995
1077
918
1152
1311
654
1482
249
699
1057
855
706
1224
1200
1438
1147
1340
1507
850
117
1015
136
639
1109
786
1223
1123
1001
1155
1271
1381
1269
1031
1485
912
609
1234
556
114
1478
1111
1474
1341
580
1245
688
1086
482
940
38
1313
1213
1397
483
1391
499
946
1351
1377
623
1279
1000
1284
1298
1041
1444
849
991
166
91
1043
297
237
479
1095
1396
1451
622
1436
1000
1035
1401
891
946
1328
251
599
1382
764
1179
41
1278
122
1357
721
494
125
1154
1203
610
999
963
857
1014
1108
1092
856
1276
1961
168
1320
704
147
584
723
972
1479
1364
1305
998
1030
1221
1006
585
1688
702
1212
821
632
1374
742
913
524
1069
996
118
409
1154
191
998
918
1120
1130
1968
1204
128
1103
1284
578
772
861
1306
848
703
1101
1099
298
473
304
1315
1168
833
127
168
986
1295
1273
1204
1438
1045
1510
1244
1346
694
1274
897
1258
1327
1208
638
693
1310
1133
697
94
1467
1078
771
1060
341
1035
182
1195
1215
1439
231
1400
958
1417
1144
1192
1147
138
1364
518
1153
566
503
516
109
1222
1376
243
644
1200
1343
1400
885
1015
1095
375
1132
852
1119
1173
1375
180
578
1149
823
1476
1116
314
1213
1139
163
121
1029
1325
1311
106
1176
282
1217
1222
730
1106
440
1046
1309
54
1408
329
1504
1340
1452
140
589
1170
1266
8047
1082
1388
1163
708
663
1094
1339
1176
987
975
398
1077
1099
663
1359
252
358
414
1447
1292
185
1180
1249
1375
873
859
1314
1289
1064
1306
914
1196
1042
1341
1312
1058
1127
1129
1099
412
423
839
1043
595
1384
1193
1131
1319
872
1344
689
1048
893
105
1369
186
1332
124
1220
1396
268
182
807
849
1230
1390
1117
1059
1272
270/355
1374
1231
1338
285
271
664
1055
1389
1093/2113
1075
146
977
1434
1064
1081
1518
481
1334
67
552
1001
1414
359
274
1431
791
1172
783
321
393
577
1221
1022
107
1110
1181
692
1104
1299
604
884
941
403
1201
1021
1474
1412
1482
328
1006
643
926
1362
415
1058
499/2104
1291
1280
1354
1103
1355
582
498
1315
1193
1202
1167
1040
800
686
118
888
744
1156
690
540
1380
762
1411
1142
976
1137
773
1027
1461
1476
357
1344
1018
1182
1173
626
886
1307
744
1358
438
1136
1188.
912
1216
997
784
692
1030
1254
1288
1369
1122
908
600
717
758
887
1331
631
410
1138
1076
1126
413
1147
588
832
1075
1020
125
451
395
606
1051
949
1025
781
647
1066
1112
1320
1198
645
1112
11555
1121
716
1437
408
1047
1062
1175
139
1141
824
178
1034
1449
1434
232
1142
1296
1295
1237
1068 1064
1013
517
1069
1012
966
991
1725
1072
1350
1029
1128
449
1239
775
1429
1220
1326
1290
938
1033
1218
845
1039
1142
1300
1503
556
1462
1417
1073
1248
1440
996
1315
962
1439
1067
1102
477
1278
181
1154
953
1265
1192
1059
450
866
642
1140
611
774
986
731
1078
1016
263
1056
936
305
1332
1254
834
1158
1192
800
1143
104
1505
1160
1023
1185
690
1310
248
1070
1057
1081
279
1355
605
231
1719
840
1247
115
1957
106
1348
557
562
1330
911
1024
1282
315
629
70
1362
957
1186
1201
1343
1404
772
1287
1349
1293
547
1325
1141
1294
1019
1295
984
1097
1096
1406
14
1242
826
1023
506
860
1489
1083
1376/2163
549
1067
1191
865
304
1079
806
1318
699
1342/2142
1140
951
664
1404
1348
1250
550
39
1061
250
1181
1015
1309
1092
264
1021
696
553
1420
1018
992
1073
977
988
1283
597
705
1081
1003
1436
1492
1267
1304
860
1226
230
1186
1032
1435
1241
1410
1151
971
1074
738
72/71
716
1065
1268
1397
696/1493
613
715
1033
638
707
1395
771
700
1437
407/DUP
1345
96
1203
1328
1261
570
1322
612
1446
993
761
1229
874
1215
1361
663
746
1445
61
1229
917
1165
814
1317
507
1022
1255
1235
1370
132
1019
1519
1314
1284
91
937
1470
1383
1097
1004
1273
1721
368
6/352
179
1096
1338
1390
1002
1022
801
1460
134
1066
840
326
470
992
1110
548
1175
796
1382
1055
978
1159
1240
327
116
1037/2140
1098
640
1305
1221
59/1500
488
1150
1254
1259
1149
1294
471/1509
1050
505
254
1392
1388
21/350
545
1091
1009
481/2096
1321
303
1394
1236
1422
569
662
1224
1296
486
1344
979
1407
1333
160
1108
1495
1107
947
1488
1084
1048
976
1347
1225
367
965
539
989
569
573/dup
959
665
508
1171
1392
708
1444
1090
1490
187
1032
680
780
129
133
1003
544
1065
1425
1203
1180
1102
892
1277
1065
1199
895/2149
1100
1226
1323
411
8/13
910
1385
1075
1281
1451
1297
1200
1447
1042
723
437
242/2103
661
1056
956
1217
1091
1298
1026
1303
1152
1224
931
457
1275
14211363
1337
1380
1209
621
908
1148
719
1177
1008
1161 1143
893
1005
1379
1180
183
1516
1038
1077
1381
11061419
68
1144
1076
1316
990202
330
911
909
1279
1241
944
1082
40
1125
1475
830
1490
1297
1085
1009
506
1245
1215
1011
336
653
802
1218
895/2151
1066
121
1163
57
745
1416
1158
1487
590
875
1463
1491
681
1321
76
420
1025
945
1216
763
1353
877
1456
943
895/2150
1286
1494
1279
1307
1477
1377
1311
484
1359
249
1324
1484
1167
790
1176
1430
1316
1380
1164
1690
769
1214
1339
128
69
421
138/138
1005
1105
721
1457
660
956
1070
1210
1336
880
406
680
1483
930
1084
237
1432
1109/1720
803
1455
1129
682
1004
1293
597
1172
1687
236
1431
243
1097
419
1074/2110
1008
1306
1046
1408
1187
1434/1322
1402
1212
946/2152
1409
183
966
1001
1178
876
1434/1327
1407
652
782
1225
1410
478
250
1002
1136
1360
570
784
1145
1418
58
1168
1174
596
1150
240/349
1378
1440
683
1305
991
112
502
98
1264
1012
1317
255
1020
1384
78
1308/2158
1711
253
734
1024
1389
1350
81
1265
794
577
103/2094
1045
1960
1115
1182
281
1183
1130
341
1201
1102
490
998/2092
1472
1173
666
647
59
1177
1011
1143/2090
1234
645
1301
1082
92
831
1017
1509
497
1424
1223
1257
1286
1135
1312
95
1113
973
1361
21
108
1322
1089
1458
1016
83/1
1337
1034/2169
129/331
151/317
1433
1184
721
496
1016
198
1394
1285
795
654
697
759
1274
672
698
472
634
331
1141
684
1174
1114
495
933
760
424
688
1087
977/2162
295
1441
1061
1165
1164
592
1088
80
596
1282
416
227
1423
988/2156
678
1272
1045
1098
1027
1139/2161
646
1190
974
1376/2177
1392
926
519
83
1972
1071
1140
1308/2159
917/2114
1136
1060
1082
1355/2165
1446
1401
410
204
1130/2075
1010/1523
916
988/2187
688/2067
1476/2091
1393
1216
1342
751
1131/1519
946/2153
1387
1000
55
611/1515
1491/1725
1277
1493
854
1164
402
1007
232
99
1273
900
790
646/2154
622
1308
653
223
902
47
1318
96
888
302
1278
59
956/2155
1206
978
121431213
1038/21051276
1517
1371
964
1339
1302
1139
1427
189
1168/1776
81
567
228
188
1418
157
1108/1711
988
616
623
554
617
241
276
418
1303
1717
151/324
863/2100
1333/2097
201
1333/2098
870
983
110
1327
937
13651428
1501
151/323
1107/1712
1281
242
82
79
251
1289
165
1368
287286
199
179
1202
1499
568
83/2
944
77
138
871
280
1110
1056
257
984
169
194
1261
684
293
97/DUP
1275
75
614
229
874
1358
826
279
869
1973
285
425
1300
692
284
489
1723
615
395
1473
823
490
824
689
282
382
235
391
400
97
68
385
1471
294
1966
1257
617
1124
844
846
1107
183
719
387/2
887
200
1470
892
1071
1362
250
1967
1227
1043
1040
765
58
1392/2143
1321
1078
1247
844
423/1518
1479
423/1517
1414
1246
1483
686
175
1257/1503
679
1291
1010
399
1394
835
1415
1239/2164
168
576/1502
1412
12/111
1337/1516
1493
1395
894
300
1413
1445
64312
576/1501
1363
265
836
182
394
590/1494
1211
1151
993
572
904
284
742
144
199/2
233
867
1117
12/252
784
6913
1369
1453
1249
880
1112/2073
1082/2111
138/119
818
170/1
167
932
1396
695
816/2068
247
994/2069
746
283
1271
1208/2115
710
882
1327
1246
620
1051
195
720
275
141
342
1017
1177/2076
158
1020/2070
679
1357
1299
777
1185
1408
808
1032/2801
838
283
288
693
1264
1478
245
174
345
244
1965
235
829
687
1283
407
1149
246
876
873
616
1328
1407
950
615
112
735
144
240
239
1718
225
234
203
1293
977974
230
12/251
1500
1101
1966/2129
875
105
1499
673
1378
863/2199
1491
65
79
224
1056/1514
84
388
736
812
77
618
1070
1251
236
76
1033/2074
238
401/dup
53
78
396
281
98
1415
401
759
1205
975
822
63
101
292
237
125
1964
886
79/2
50
821
739
1481
837
1405/2090
226
806
1222
930
1270
289
816
409/2062
1251
1386
1003
57
390
538
388
825
1305/2178
389
1238
404
922
405
102
144DUP
872
319
762
820
619
1228
1714
1056/1505
809
1155/1155
402
777
1495
290
557
586
383
799
291
182
227
1232
1063
1251
574
384
1709 1472
196
1411
874/1520
1227
403
1514
277
885
306/1508
1415
365
1174
116
584
1243
381
397/1506
120
1018
1661
394
268
264
103
590/1495
1255/1498
116
1496
399
805
386
1329
262382
1288
268
1497
518
1349
261 260
1184
1250
285
981
1231
1359
286
1237
1211
1242
575
1377
587
356
90
267
363
228
244
1414
259
246
381
238
241
93
260
1724
90
356
259
356
228
241
238
385
117
183
73°58'0"E
73°5
8'0"
E
73°57'0"E
73°5
7'0"
E
73°56'0"E
73°5
6'0"
E
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
73°51'0"E
73°5
1'0"
E
73°50'0"E
73°5
0'0"
E
73°59'0"E
26°3
1'0"
N
26°3
1'0"
N
26°3
0'0"
N
26°3
0'0"
N
26°2
9'0"
N
26°2
9'0"
N
26°2
8'0"
N
26°2
8'0"
N
26°2
7'0"
N
26°2
7'0"
N
µ
KURDIYA
BADGAON
BEETAN
TREATED AREA
RAMLIYA WAS
PITHASH
TREATED AREA
§̈¦1¬«1
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
KotaBaran
Ganganagar
Bundi
Sirohi
Karauli
ChittaurgarhJhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Banswara
Rajsamand
Dungarpur
Dhaulpur
Sawai Madhopur
Chittaurgarh
Nagaur
Merta
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
Legend Village Name Gram Panchayat Name Area (Ha) BADGAON BADGAON 1608.67
BEETAN BADGAON 801.93
KURDIYA KURDIYA 3167.80
PITHASH BADGAON 402.67
RAMLIYA WAS BADGAON 775.14
Legend Type Area (Ha) Macro Watershed Number 1 Nos
Micro watershed Number 1 Nos
Allocated Area 7625
Macro Watershed Boundary 8513.94
Micro Watershed Total Area 8513.94
Gram Panchayat Boundary 8241.35
Village Boundary 6756.20
Treated Area 1485.15
Khasara Boundary 6756.20
Settlement 104.22
Fallow Land 0.30
Land With Scrub 149.38
Land Without Scrub 213.85
Road 54.85
Water Body 15.10
Wet Land 3.67
Rabi Crop 1523.33
Kharif Crop 3948.93
Rabi And Kharif Crop 1015.17
0 0.5 10.25Kilometers
1 centimeter = 100 meters
¬«1§̈¦1KURDIYA
574
1595
1611
510
1601
546
1806
1510
494
547
483
1714
1509
1847
531
1500
372
1744
442
1484
461
1543
561
1555
1576
543
445
496
444
1604
464
1525
1608
443
1725
535
1730
492
450
436
1539
412
449
1629
465
536
411
413
1637
1539
1845
495
1833
2033
1972
534
484
1638
520
1496
1492
1772
1716
1519
1968478
1552
370
374
1640
1551
2001
1504
1811
409
1660
493
401
1601
1601
2018
1659
475
1587
1661
1405
460
1946
1475
419
564
1666
491
571
414
1512
563562
2023
1816
1601
393
1702
1578
1835
553
1707
1949
549
1535
427
1601
1619
1720
1926
1680
1632
1909
1726
1665
1498
408
418
519
1963
1704
509
1813
1506
1863
1671
548
1569
1590
1422
1480
1885
1534
1647
1648
1602
1825
476
1548
2029
1410
477
1899
459
1912
1777
1918
1908
1601
1792
1566
1757
1635
18671563
441
373
524
1565
392
1697
551
1532
1644
1970
541
457
1887
1591
1939
1830
1573
1631
1601
530
1553
466
1860
1682
452
406
1945
1338
1393
1417
1662
1787
1579
1861
1855
437
1558
1750
1670
1823
403
1633
2021
16011601
1668
467
1709
1824
1601
1749
1732
1412
558
1727
1805
432
1446
1706
1724 1440
2040
428
1514
1864
1465
1819
1447
1426
1560
542
1621
1760
1705
1947
1664
447
1676
1997
497
2000
1586
1622
1442
394
1920
1944
1783
1936
1630
391
1888
1848
371
1913
405
552
2026
1844
1708
1826
415
1738
1815
513
480
1542
1971
1846
1568
1585
1649
1580
1450
1584
1601
1692
1650
1713
1698
1862
1588
507
1688
20031653
1444
560
1927
1340
2004
1494
1601
1681
1840
1643
1570
1921
468
1397
1959
514
2005
410404
1925
1885
456
1873
1441
1341
1330
515
402
1616
473
1856
1474
1849
1431
1898
1639
2044
454
1770
1988
1938
455
1401
1464
1674
440
528
1715
1977
2036
390
1626
1432
1929
2002
1520
1470
1636
1710
1979
1962
400
1767
1933
1673
1739
1642
1703
481
1460
1477
1941 1991
1889
1398
2022
1978
1931
433
1786
1990
448
1601
407
1549
430
470
1958
1667
1326
2010
479
2027
1722
1928
1435
1456
1502
1961
1428
2045
1758
1600
1399
1443
1439
1839
1457
1821
1601
1645
1516
1561
1858
1641
398
1751
1427
1765
1995
444
1923
1984
1601
397
557
2007
451
525
1556
1937
399
485
417
1762
1625
1689
1687
1712
1601 1601
14588
429
1699
1953
2012
2031
1689
1515
1624
2006
1655
1601
1601
517
1564
511
1950
1987
487
1690
1620
1876
1582
559
1583
1400
1733
1679
1678
1952
2025
1993
1896
465
1601
1955
426
1768
1623
1646
1544
2024
1916
1729
1857
554
1522
1728
2015
1657
1897
1801
1797
1683
1701
1575
2032
1870
1425
532
1468
518
1530
1467
1438
1900
1771
1466
1951
1800
1905
1796
1814
1914
1803
1529
1985
1935
1628
1999
422
1654
1973
1741
431
1436
396
1798
1879
1598
1924
1875
1837
1838
1791
521
1822
2030
439
1449
1827
1433
1550
1974
1342
1414
1675
1663
438
1828
1975
516
1601
1994
1454
15082016
525
1476
1601
1594
369
1836
458
1878
1919
1834
2028
1850
1547
2035
1793
1471
1572
1597
1700
1528
1775
1817
1677
1618
423
424
1763
1469
1390
1523
1421
1419
1389
1998
435
1562
1567
1420
1541
1554
1957
1915
556
1482
1877
1779
425
1956
1774
1513
1442/2141
540
420
361
1725
1524
1601
1761
2043
1437
1992
1778
1743
503
1865
1621/2129
1545
1723
1942
1601
1886
2008
421
1537
1776
1901
1686/2121
15.3
1956/2138
1656
1508/2115
1719
2042
1871
1424
1695
1943
1721
1451
389
2009
1829
1785
1342/2142
1617
1782
1989
1869
1759
1742
15931627
2041
437/2096
440/2119
1391
1872
570
1843
1868
1599
1881
1784/2127
1546
1842
488
1740
1531
527
1695/2128
1445
1386
481/2096
1331
569
486
1601
1495
1852
1571
539
1392
1853
1854
522
1521
1841
1832
1574
1517
1855
526
17732034
1581
1521/2131
1986
1884
1459
1799
1511
1917
1473
1651
1882
1934
1948
1696
18021781
1402
1595
1960
1448
1557
462
1866
1418
1524/2136
1577
437
1737
446
1983
1685/2123
360
1423
1430
1634
1910
1463
1954
1911
1540
472
453
1764
1711
1883
550
1453
1903
1769
1684
1734
1886/2195
1601
1508/2116
1452
1686/2122
1780
409/2062
1880
1507
1429
395
1686
1558/2159
1516 1533
1766
1472
1476/2091
523
1517/2125
1608
1521/2132
533
1517/2126
1517/2124
1493
1890
1902
1455
463
1339
508
1717
1462
504 1387
1904
2038
1415
1981
1795
1980
482 1343
489
490
1907
1966
1967
2011
13191392/2143
1483
1394
555
1574/2155
1826/2047
1479
1395
1536
1321
1504/2029
1770/2148
1571/2160
1652
1977/2085
1978/2086
1968/2003
1784
1560
1396
1601
1977/2084
1434
1327
1524/2137
1526
1818
472/2063 1982
1408
1794
1912/2085
474
1478
1782/2020
1965
572
1328
1407
1694
436
1404
1718
2020
1966/2129
1499
471
1559/2051
1615
498 501
19641481
1405/2090
1538
538
1735
1672
1714
13231485 1325
1411
1355/2165
1601
1851
1322 1384
1940
1932
1329
1831
1922
1398
1497
1693
1930
1601
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
26°2
7'0"
N
26°2
7'0"
N
26°2
6'0"
N
26°2
6'0"
N
26°2
5'0"
N
26°2
5'0"
N
26°2
4'0"
N
26°2
4'0"
N
26°2
3'0"
N
26°2
3'0"
N
1:10,000Scale-
Page 179
Slope MapNagour(IWMP)31/2011-12
Metra(Nagour)
¬«1§̈¦1
923
843
554
5
1
574
675
1500
4
1426
103
635
9
5
254
901
171
53
483
845
585
2
234
877
556
7
1448
197
8
94
241
201
11
629
50
165
99
6
903
510
84
711
677
743
45
56
461
690
654
75
20
47
17
159
97
499
60
51
7
49
48
97
1435
62
705
234
221
36
677
164
51
198
868
42
431
255
94
81
388
679
96
1257
168
26
954
66
200
151
12
539
12
26
573
152
542
130
477
627
108
199
763
41
243
593
29
190
1232
51
261
30
214
205
72
496
20
372
74
778
66
922
8
637
95
655
1484
561
233
850
35
232
712
797
928
43
171
695
891
852
652
1492
154
919
374
267
1301
4
33
848
48
53
1508
30
172
177
86
1345
636
165
208
52
85
681
1262
250
684
680
1146
10
155
494
611
90
231
389
3
861
87
504
2
37
774
67
229
212
11
704
87
256
23
218
54
64
127
471
175
217
58
942
428
318
19
536
1319
935
1028
641
575
1040
947
142
92
113
19
1069
230
712
25
216
1044
57
890
256
63
718
884
931
862
889
113
99
675
76
843
86
90
100
378
497
798 252
262
93
46
998
54
387
842
24
163
46
673
495
1028
882
628
782
21
269
961
32
147
50
34
102
112
85
582
195
272
929
455
59
484
722
145
1326
259
767
111
40
632
793
792
1496
31
858
215
1042
907
537
1258
176
444
22
701
69
862
1256
202
1716
928
45
445
242
624
775
571
988
71
246
225
434
103
592
741
132
253
177
173
56
520
170
689
114
88
676
951
535
370
88
732
101
897
1205
244
814
819
1492
863
438
131
1190
967
942
89
590
236
251
981
662
771
211
56
463
300
401
156
1260
997
1039
392
785
1006
509
60
756
713
517
934
1397
939
33
492
825
516
601
648
8/10
296
657
511
429
446
1072
997
670
73
670
305
89
25
830
15
727
738
749
1475
160
564
801
984
18
263
1473
156
167
141
1131
14
1144
290
16
462
1226
750
1138
411
662
146
13
563562
42
580
162
535
671
213
779
553
82
161
1491
174
52
62
115
713
226
454
1381
999
510
157
661
459
841
923
514
776
64
626
1421
252
389
620
133
238
393
1074
559
674
63
1020
98
270
1166
903
1150
468
23
737
989
1145
1487
806
469
924
27
162
648
156
49
55
209
682
207
158
1411
733
430
973
175
1163
245
143
77
397
1285
119
764
802
541
55
150
1372
674
89
280
148
452
73
426
768
920
508
1157
136
260
25
992
17/1
544
979
1186
1714
994
968
630
1156
643
722
65
1498
659
129
994
203
1189
340
955
259
545
540
904
74
239
739
765
253
637
1090
636
1963
509
1153
453
137
79
9
258
169
1047
120
18
55
1338
436
761
19
386
408
28
661
523
581
786
1405
320
17
973
528
1480
964
66
933
319
292
641
204
985
1438
967
73
1337
1187
184
614
527
985
247
896
68
1210
1442
1104
152
196
1387
899
276
773
154
1410
62
686
587
1191
1021
1386
810
513
1370
1103
605
466
853
1204
1450
258
521
61DUP
812
748
1311
191
63
505
67
88
851
1165
515
1248
896
1399
173
734
794
673
894
995
62
811
757
210
640
522
1368
390
972
1333
818
631
111
392
396
1435
309
901
123
439
727
257
658
551
1008
531
18
373
294
588
1360
618
139
194
181
391
1157
153
672
600
306
693
838
506
376
311
149
272
62DUP
857
541
1166
835
1355
192
714
635
172
987
144
1398
726
1255
1448
273
229
898
1287
442
952
174
222
867
485
847
59
960
10
656
917
224
601
173
882
302
31
683
39
1433
589
491
707
921
989
166
558
868
1233
1449
277
685
668
754
1267
869
1393
29
501
1402
934
1424
1283
1253
106
687
969
1385
150
938
554
595
965
1352
1093
1351
1349
658
333
78
555
75
120
1303
310
477
1123
83
288
188
512
80
1391
104
54
206
1169
715
565
1167
44
612
70
1343
1063
24
1068
530
579
1019
817
22
881
1385
725
43
1288
1412
613
925
289
1149
647
1148
165
1301
25
659
293
61
145
895
110
736
1179
190
1489
1292
664
1720
995
790
927
148
60
1225
696
607
650
865
883
864
1391
558
781
220
295
526
37
1342
804
1376
270
542
735
57
660
93
1262
16
1089
529
1451
131
667
1450
538
909
703
1183
142
258
184
130
1184
983
769
1417
394
699
1285
1307
790
655
1178
502
1286
1010
248
1044
964
1146
543
371
269
260
766
651
691
1041
627
815
1017
552
275
640
87
536
1168
249
625
1133
948
164
959
82
980
651
291
1013
1245
1437
1365
123
1333
1356
803
1038
167
84
513
564
1100
480
718
1134
23
1169
970
114
1341
666
491
694
1427
261
996
787
866
369
649
176
714
634
1044
1096
604
219
813
441
1290
650
525
920
187
274
1061
1206
1252
644
32
177
1713
608
61
189
507
180
1324
550
963
1223
1083
586
223
1002
140
1244
1209
1334
1132
380
687
178
560
1108
1436
1155
1340
109
1494
669
1197
593
1324
633
27
1261
576
1211
863
1320
1394
88
185
740
660
1323
952
21
114
650
361
1162
1326
1007
1272
1259
858
1356
270/354
1426
1152
602
560
149
514
817
1373
433
653
58
630
1253
1195
1289
649
546
1413
970
953
151
1124
1376
1239
422
963
164728
811
990
1357
1371
1302
503
1330
493
515
269/353
27
1263
235
1282
1419
987
898
1304
193
1137
555
362
1220
829
262
1387
606
1122
360
242
1420
1430
745
1011
853
1050
1292
1014
1185
787
317
709
648
1358
965
1485
15
1151
619
72
1037
905
827
1336
743
35
1038
1715
546
1360
1170
576
1200
264
656
1071
1238
729
990
864
985
633
1336
1228
816
339
34
275
847
73
924
854
846
1072
652
1105
1248
1116
44
1087
1471
1280
1398
551
1481
960
1039
1308
1125
1465
492
809
1313
400
1276
966
766
591
1962
504
836
603
1263
1007
323
1162
1182
1031
85
1432
117
982
671
1259
733
534
481
939
335
1443
1054
1347
657
1308
435
116
325
1220
184
910
286
1111
1477
1080
24
776
1502
474
1012
126
1959
1488
1405
1210
1159
594
1080
827
1331
1313
1252
1104
788
1014
178
1233
1240
961
823
839
124
1135
407
1428
895
228
334
1454
979
1958
1342
161
685
1053
479
1386
498
1246
1375
267
813
1423
266
921
1074
558
954
1109
20
1171
135
406
607
1201
296
332
1297
624
599
126
1086
975
266
1258
1079
665
300
5913
11194
1367
1073
581
982
447
549
1133
1037
978
731
1345
1227
1252
915
980
603
1118
1322
265
278
1347
287
1190
1399
257
1379
1383
1191
1343
1161
8/14
1159
1188
313
299
1267
324
982
1102
9941470
1422
1302
143
808
53
1373
1382
885
1352
974
1280
1722
113
983
728
1071
899
427
688
500
1365
583
665
914
1139
1134
547
1441
1219
1076
233
448
1314
602
948
1040
398
678
1398
248
166
66
501
1335
1106
1351
1036
7851135
598
609
886
1291
1054
1371
1158
316
720
1101
1062
397
1013
134
1160
856
1352
711
338
1189
52
732
1115
1249
832
1236
1166
1134
642
862
1229
532
1296
8/315
623/dup
950
38
943
958
932
399
1469
752
1207
796
1100
548
303
1416
753
1348
1197
1378
308
485
179
1157
837
1093
1187 1132
1049
1085
1354
1036
1126
1188
160
1506 698
1243
1010
322
1052
1196
769
467
1268
767
1323
74
1266
1712
530
1230
706
135
710
1255
83
475
1710
122
941
105
1304
1264
915
1335
1350
1372
999
137
159
1264
176
186
1309
312
1689
1128
610
247
1137
432
13
1367
780
337
1290
1277
1189
788
702
1207
511
1148
851
695
983
1329
115
487
64
1177
957
981
1319
1405
1354
465
1107
1293
298
1346
913
993
533
1230
119
1373
651
1113
256
805
789
1202
1325
1009
1318
1207
919
1253
14
1334
299
579
1353
26
1228
897
1443
563
255
768
1070
1274
1459
1370
1235
890
1356
791
153
301
701
1366
1281
1127
1088
1162
1145
1389
1075
1384
1183
572
36
1206
871
307
986
273
193
1294
271
559
1247
1480
770
879
649
1101
598
1153
1403
1390
1260
1175
1368
1199
878
1109
561
1393
1464
1100
1366
1089
1103
822
855
1161
859
1346
955
1219
583
1275
181
169
1316
945
1270
460
1383
906
1442
760
795
1105
1138
28
1212
1468
155
1271
1466
900
22
1486
268
1409
1111
608
1026
639
163
1049
668
1094
905
71
1439
1353
907
820
1260
669
278
1379
571
1214
366
995
1077
918
1152
1311
654
1482
249
699
1057
855
706
1224
1200
1438
1147
1340
1507
850
117
1015
136
639
1109
786
1223
1123
1001
1155
1271
1381
1269
1031
1485
912
609
1234
556
114
1478
1111
1474
1341
580
1245
688
1086
482
940
38
1313
1213
1397
483
1391
499
946
1351
1377
623
1279
1000
1284
1298
1041
1444
849
991
166
91
1043
297
237
479
1095
1396
1451
622
1436
1000
1035
1401
891
946
1328
251
599
1382
764
1179
41
1278
122
1357
721
494
125
1154
1203
610
999
963
857
1014
1108
1092
856
1276
1961
168
1320
704
147
584
723
972
1479
1364
1305
998
1030
1221
1006
585
1688
702
1212
821
632
1374
742
913
524
1069
996
118
409
1154
191
998
918
1120
1130
1968
1204
128
1103
1284
578
772
861
1306
848
703
1101
1099
298
473
304
1315
1168
833
127
168
986
1295
1273
1204
1438
1045
1510
1244
1346
694
1274
897
1258
1327
1208
638
693
1310
1133
697
94
1467
1078
771
1060
341
1035
182
1195
1215
1439
231
1400
958
1417
1144
1192
1147
138
1364
518
1153
566
503
516
109
1222
1376
243
644
1200
1343
1400
885
1015
1095
375
1132
852
1119
1173
1375
180
578
1149
823
1476
1116
314
1213
1139
163
121
1029
1325
1311
106
1176
282
1217
1222
730
1106
440
1046
1309
54
1408
329
1504
1340
1452
140
589
1170
1266
8047
1082
1388
1163
708
663
1094
1339
1176
987
975
398
1077
1099
663
1359
252
358
414
1447
1292
185
1180
1249
1375
873
859
1314
1289
1064
1306
914
1196
1042
1341
1312
1058
1127
1129
1099
412
423
839
1043
595
1384
1193
1131
1319
872
1344
689
1048
893
105
1369
186
1332
124
1220
1396
268
182
807
849
1230
1390
1117
1059
1272
270/355
1374
1231
1338
285
271
664
1055
1389
1093/2113
1075
146
977
1434
1064
1081
1518
481
1334
67
552
1001
1414
359
274
1431
791
1172
783
321
393
577
1221
1022
107
1110
1181
692
1104
1299
604
884
941
403
1201
1021
1474
1412
1482
328
1006
643
926
1362
415
1058
499/2104
1291
1280
1354
1103
1355
582
498
1315
1193
1202
1167
1040
800
686
118
888
744
1156
690
540
1380
762
1411
1142
976
1137
773
1027
1461
1476
357
1344
1018
1182
1173
626
886
1307
744
1358
438
1136
1188.
912
1216
997
784
692
1030
1254
1288
1369
1122
908
600
717
758
887
1331
631
410
1138
1076
1126
413
1147
588
832
1075
1020
125
451
395
606
1051
949
1025
781
647
1066
1112
1320
1198
645
1112
11555
1121
716
1437
408
1047
1062
1175
139
1141
824
178
1034
1449
1434
232
1142
1296
1295
1237
1068 1064
1013
517
1069
1012
966
991
1725
1072
1350
1029
1128
449
1239
775
1429
1220
1326
1290
938
1033
1218
845
1039
1142
1300
1503
556
1462
1417
1073
1248
1440
996
1315
962
1439
1067
1102
477
1278
181
1154
953
1265
1192
1059
450
866
642
1140
611
774
986
731
1078
1016
263
1056
936
305
1332
1254
834
1158
1192
800
1143
104
1505
1160
1023
1185
690
1310
248
1070
1057
1081
279
1355
605
231
1719
840
1247
115
1957
106
1348
557
562
1330
911
1024
1282
315
629
70
1362
957
1186
1201
1343
1404
772
1287
1349
1293
547
1325
1141
1294
1019
1295
984
1097
1096
1406
14
1242
826
1023
506
860
1489
1083
1376/2163
549
1067
1191
865
304
1079
806
1318
699
1342/2142
1140
951
664
1404
1348
1250
550
39
1061
250
1181
1015
1309
1092
264
1021
696
553
1420
1018
992
1073
977
988
1283
597
705
1081
1003
1436
1492
1267
1304
860
1226
230
1186
1032
1435
1241
1410
1151
971
1074
738
72/71
716
1065
1268
1397
696/1493
613
715
1033
638
707
1395
771
700
1437
407/DUP
1345
96
1203
1328
1261
570
1322
612
1446
993
761
1229
874
1215
1361
663
746
1445
61
1229
917
1165
814
1317
507
1022
1255
1235
1370
132
1019
1519
1314
1284
91
937
1470
1383
1097
1004
1273
1721
368
6/352
179
1096
1338
1390
1002
1022
801
1460
134
1066
840
326
470
992
1110
548
1175
796
1382
1055
978
1159
1240
327
116
1037/2140
1098
640
1305
1221
59/1500
488
1150
1254
1259
1149
1294
471/1509
1050
505
254
1392
1388
21/350
545
1091
1009
481/2096
1321
303
1394
1236
1422
569
662
1224
1296
486
1344
979
1407
1333
160
1108
1495
1107
947
1488
1084
1048
976
1347
1225
367
965
539
989
569
573/dup
959
665
508
1171
1392
708
1444
1090
1490
187
1032
680
780
129
133
1003
544
1065
1425
1203
1180
1102
892
1277
1065
1199
895/2149
1100
1226
1323
411
8/13
910
1385
1075
1281
1451
1297
1200
1447
1042
723
437
242/2103
661
1056
956
1217
1091
1298
1026
1303
1152
1224
931
457
1275
14211363
1337
1380
1209
621
908
1148
719
1177
1008
1161 1143
893
1005
1379
1180
183
1516
1038
1077
1381
11061419
68
1144
1076
1316
990202
330
911
909
1279
1241
944
1082
40
1125
1475
830
1490
1297
1085
1009
506
1245
1215
1011
336
653
802
1218
895/2151
1066
121
1163
57
745
1416
1158
1487
590
875
1463
1491
681
1321
76
420
1025
945
1216
763
1353
877
1456
943
895/2150
1286
1494
1279
1307
1477
1377
1311
484
1359
249
1324
1484
1167
790
1176
1430
1316
1380
1164
1690
769
1214
1339
128
69
421
138/138
1005
1105
721
1457
660
956
1070
1210
1336
880
406
680
1483
930
1084
237
1432
1109/1720
803
1455
1129
682
1004
1293
597
1172
1687
236
1431
243
1097
419
1074/2110
1008
1306
1046
1408
1187
1434/1322
1402
1212
946/2152
1409
183
966
1001
1178
876
1434/1327
1407
652
782
1225
1410
478
250
1002
1136
1360
570
784
1145
1418
58
1168
1174
596
1150
240/349
1378
1440
683
1305
991
112
502
98
1264
1012
1317
255
1020
1384
78
1308/2158
1711
253
734
1024
1389
1350
81
1265
794
577
103/2094
1045
1960
1115
1182
281
1183
1130
341
1201
1102
490
998/2092
1472
1173
666
647
59
1177
1011
1143/2090
1234
645
1301
1082
92
831
1017
1509
497
1424
1223
1257
1286
1135
1312
95
1113
973
1361
21
108
1322
1089
1458
1016
83/1
1337
1034/2169
129/331
151/317
1433
1184
721
496
1016
198
1394
1285
795
654
697
759
1274
672
698
472
634
331
1141
684
1174
1114
495
933
760
424
688
1087
977/2162
295
1441
1061
1165
1164
592
1088
80
596
1282
416
227
1423
988/2156
678
1272
1045
1098
1027
1139/2161
646
1190
974
1376/2177
1392
926
519
83
1972
1071
1140
1308/2159
917/2114
1136
1060
1082
1355/2165
1446
1401
410
204
1130/2075
1010/1523
916
988/2187
688/2067
1476/2091
1393
1216
1342
751
1131/1519
946/2153
1387
1000
55
611/1515
1491/1725
1277
1493
854
1164
402
1007
232
99
1273
900
790
646/2154
622
1308
653
223
902
47
1318
96
888
302
1278
59
956/2155
1206
978
121431213
1038/21051276
1517
1371
964
1339
1302
1139
1427
189
1168/1776
81
567
228
188
1418
157
1108/1711
988
616
623
554
617
241
276
418
1303
1717
151/324
863/2100
1333/2097
201
1333/2098
870
983
110
1327
937
13651428
1501
151/323
1107/1712
1281
242
82
79
251
1289
165
1368
287286
199
179
1202
1499
568
83/2
944
77
138
871
280
1110
1056
257
984
169
194
1261
684
293
97/DUP
1275
75
614
229
874
1358
826
279
869
1973
285
425
1300
692
284
489
1723
615
395
1473
823
490
824
689
282
382
235
391
400
97
68
385
1471
294
1966
1257
617
1124
844
846
1107
183
719
387/2
887
200
1470
892
1071
1362
250
1967
1227
1043
1040
765
58
1392/2143
1321
1078
1247
844
423/1518
1479
423/1517
1414
1246
1483
686
175
1257/1503
679
1291
1010
399
1394
835
1415
1239/2164
168
576/1502
1412
12/111
1337/1516
1493
1395
894
300
1413
1445
64312
576/1501
1363
265
836
182
394
590/1494
1211
1151
993
572
904
284
742
144
199/2
233
867
1117
12/252
784
6913
1369
1453
1249
880
1112/2073
1082/2111
138/119
818
170/1
167
932
1396
695
816/2068
247
994/2069
746
283
1271
1208/2115
710
882
1327
1246
620
1051
195
720
275
141
342
1017
1177/2076
158
1020/2070
679
1357
1299
777
1185
1408
808
1032/2801
838
283
288
693
1264
1478
245
174
345
244
1965
235
829
111
687
1283
407
1149
246
876
873
616
1328
1407
950
615
112
735
144
240
239
1718
225
234
203
1293
977974
230
12/251
1500
1101
1966/2129
875
105
1499
673
1378
863/2199
1491
65
79
224
1056/1514
84
388
736
812
77
618
1070
1251
236
76
1033/2074
238
109+
401/dup
53
78
396
281
98
1415
401
759
1205
975
100
822
63
101
292
237
125
1964
886
79/2
50
821
739
1481
108
837
1405/2090
226
806
1222
930
1270
289
816
409/2062
1251
1386
1003
57
390
538
388
825
1305/2178
389
1238
404
922
405
102
144DUP
872
319
762
820
619
1228
1714
1056/1505
809
1155/1155
402
777
1495
290
557
586
383
799
291
182
227
104
1232
1063
1251
574
384
1709 1472
196
1411
874/1520
1227
403
1514
277
885
306/1508
1415
365
1174
116
584
1243
381
397/1506
120
1018
1661
394
268
264
103
590/1495
1255/1498
116
1496
399
805
386
1329
262382
1288
268
1497
518
1349
261 260
1184
1250
285
981
1231
1359
286
1237
1211
1242
575
1377
587
356
90
267
363
228
244
1414
259
246
381
238
241
93
260
1724
90
356
259
356
228
241
238
385
117
183
73°58'0"E
73°5
8'0"
E
73°57'0"E
73°5
7'0"
E
73°56'0"E
73°5
6'0"
E
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
73°51'0"E
73°5
1'0"
E
73°50'0"E
73°5
0'0"
E
73°59'0"E
26°3
1'0"
N
26°3
1'0"
N
26°3
0'0"
N
26°3
0'0"
N
26°2
9'0"
N
26°2
9'0"
N
26°2
8'0"
N
26°2
8'0"
N
26°2
7'0"
N
26°2
7'0"
N
µ
KURDIYA
BADGAON
BEETAN
TREATED
RAMLIYA WAS
PITHASH
§̈¦1¬«1
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
KotaBaran
Ganganagar
Bundi
Sirohi
Karauli
ChittaurgarhJhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Banswara
Rajsamand
Dungarpur
Dhaulpur
Sawai Madhopur
Chittaurgarh
Nagaur
Merta
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
Macro No. Micro No. Village Name Gram Panchayat Name Area (Ha) 1 1 BADGAON BADGAON 1608.67
1 1 BEETAN BADGAON 801.93 1 1 PITHASH BADGAON 402.67 1 1 RAMLIYA WAS BADGAON 775.14
1 1 KURDIYA KURDIYA 3167.8
1 1 TREATED KURDIYA 595.37
Legend Type Area (Ha) Macro Watershed Number 1 Nos
Micro watershed Number 1 Nos
Allocated Area 7625
Macro Watershed Boundary 8513.94
Micro Watershed Total Area 8513.94
Village Boundary 6756.20
0-1% 3061.19
1-3% 2894.00
3-5% 1641.61
5-10% 709.70
<10% 207.45
0 0.5 10.25Kilometers
1 centimeter = 100 meters
¬«1§̈¦1
574
1595
1611
510
1601
546
1806
1510
494
547
483
1714
1509
1847
531
1500
372
1744
442
1484
461
1543
561
1555
1576
543
445
496
444
1604
464
1525
1608
443
1725
535
1730
492
450
436
1539
412
449
1629
465
536
411
413
1637
1539
1845
495
1833
2033
1972
534
484
1638
520
1496
1492
1772
1716
1519
1968478
1552
370
374
1640
1551
2001
1504
1811
409
1660
493
401
1601
1601
2018
1659
475
1587
1661
1405
460
1946
1475
419
564
1666
491
571
414
1512
563562
2023
1816
1601
393
1702
1578
1835
553
1707
1949
549
1535
427
1601
1619
1720
1926
1680
1632
1909
1726
1665
1498
408
418
519
1963
1704
509
1813
1506
1863
1671
548
1569
1590
1422
1480
1885
1534
1647
1648
1602
1825
476
1548
2029
1410
477
1899
459
1912
1777
1918
1908
1601
1792
1566
1757
1635
18671563
441
373
524
1565
392
1697
551
1532
1644
1970
541
457
1887
1591
1939
1830
1573
1631
1601
530
1553
466
1860
1682
452
406
1945
1338
1393
1417
1662
1787
1579
1861
1855
437
1558
1750
1670
1823
403
1633
2021
16011601
1668
467
1709
1824
1601
1749
1732
1412
558
1727
1805
432
1446
1706
1724 1440
2040
428
1514
1864
1465
1819
1447
1426
1560
542
1621
1760
1705
1947
1664
447
1676
1997
497
2000
1586
1622
1442
394
1920
1944
1783
1936
1630
391
1888
1848
371
1913
405
552
2026
1844
1708
1826
415
1738
1815
513
480
1542
1971
1846
1568
1585
1649
1580
1450
1584
1601
1692
1650
1713
1698
1862
1588
507
1688
20031653
1444
560
1927
1340
2004
1494
1601
1681
1840
1643
1570
1921
468
1397
1959
514
2005
410404
1925
1885
456
1873
1441
1341
1330
515
402
1616
473
1856
1474
1849
1431
1898
1639
2044
454
1770
1988
1938
455
1401
1464
1674
440
528
1715
1977
2036
390
1626
1432
1929
2002
1520
1470
1636
1710
1979
1962
400
1767
1933
1673
1739
1642
1703
481
1460
1477
1941 1991
1889
1398
2022
1978
1931
433
1786
1990
448
1601
407
1549
430
470
1958
1667
1326
2010
479
2027
1722
1928
1435
1456
1502
1961
1428
2045
1758
1600
1399
1443
1439
1839
1457
1821
1601
1645
1516
1561
1858
1641
398
1751
1427
1765
1995
444
1923
1984
1601
397
557
2007
451
525
1556
1937
399
485
417
1762
1625
1689
1687
1712
1601 1601
14588
429
1699
1953
2012
2031
1689
1515
1624
2006
1655
1601
1601
517
1564
511
1950
1987
487
1690
1620
1876
1582
559
1583
1400
1733
1679
1678
1952
2025
1993
1896
465
1601
1955
426
1768
1623
1646
1544
2024
1916
1729
1857
554
1522
1728
2015
1657
1897
1801
1797
1683
1701
1575
2032
1870
1425
532
1468
518
1530
1467
1438
1900
1771
1466
1951
1800
1905
1796
1814
1914
1803
1529
1985
1935
1628
1999
422
1654
1973
1741
431
1436
396
1798
1879
1598
1924
1875
1837
1838
1791
521
1822
2030
439
1449
1827
1433
1550
1974
1342
1414
1675
1663
438
1828
1975
516
1601
1994
1454
15082016
525
1476
1601
1594
369
1836
458
1878
1919
1834
2028
1850
1547
2035
1793
1471
1572
1597
1700
1528
1775
1817
1677
1618
423
424
1763
1469
1390
1523
1421
1419
1389
1998
435
1562
1567
1420
1541
1554
1957
1915
556
1482
1877
1779
425
1956
1774
1513
1442/2141
540
420
361
1725
1524
1601
1761
2043
1437
1992
1778
1743
503
1865
1621/2129
1545
1723
1942
1601
1886
2008
421
1537
1776
1901
1686/2121
15.3
1956/2138
1656
1508/2115
1719
2042
1871
1424
1695
1943
1721
1451
389
2009
1829
1785
1342/2142
1617
1782
1989
1869
1759
1742
15931627
2041
437/2096
440/2119
1391
1872
570
1843
1868
1599
1881
1784/2127
1546
1842
488
1740
1531
527
1695/2128
1445
1386
481/2096
1331
569
486
1601
1495
1852
1571
539
1392
1853
1854
522
1521
1841
1832
1574
1517
1855
526
17732034
1581
1521/2131
1986
1884
1459
1799
1511
1917
1473
1651
1882
1934
1948
1696
18021781
1402
1595
1960
1448
1557
462
1866
1418
1524/2136
1577
437
1737
446
1983
1685/2123
360
1423
1430
1634
1910
1463
1954
1911
1540
472
453
1764
1711
1883
550
1453
1903
1769
1684
1734
1886/2195
1601
1508/2116
1452
1686/2122
1780
409/2062
1880
1507
1429
395
1686
1558/2159
1516 1533
1766
1472
1476/2091
523
1517/2125
1608
1521/2132
533
1517/2126
1517/2124
1493
1890
1902
1455
463
1339
508
1717
1462
504 1387
1904
2038
1415
1981
1795
1980
482 1343
489
490
1907
1966
1967
2011
13191392/2143
1483
1394
555
1574/2155
1826/2047
1479
1395
1536
1321
1504/2029
1770/2148
1571/2160
1652
1977/2085
1978/2086
1968/2003
1784
1560
1396
1601
1977/2084
1434
1327
1524/2137
1526
1818
472/2063 1982
1408
1794
1912/2085
474
1478
1782/2020
1965
572
1328
1407
1694
436
1404
1718
2020
1966/2129
1499
471
1559/2051
1615
498 501
19641481
1405/2090
1538
538
1735
1672
1714
13231485 1325
1411
1355/2165
1601
1851
1322 1384
1940
1932
1329
1831
1922
1398
1497
1693
1930
1601
73°55'0"E
73°5
5'0"
E
73°54'0"E
73°5
4'0"
E
73°53'0"E
73°5
3'0"
E
73°52'0"E
73°5
2'0"
E
26°2
7'0"
N
26°2
7'0"
N
26°2
6'0"
N
26°2
6'0"
N
26°2
5'0"
N
26°2
5'0"
N
26°2
4'0"
N
26°2
4'0"
N
26°2
3'0"
N
26°2
3'0"
N
1:10,000Scale-
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