Government of Rajasthan
Deptt. Watershed Development & Soil Conservation
District Watershed Development Unit, Nagaur
IWMP 25 (2011-12) - (KHURI KALAN)
Block :- Degana District :- Nagaur Project Area :- 5225 ha.
Project Cost :- Rs. 783.75 Lacs
Ravindra Joshi S.R. Banjara
Assistant Engineer Executive Engineer (L.R.)
Panchayat Samiti, Degana cum
Project Manager, DWDU, Nagaur
Page 1
DPR INDEXChapter I :- Project back ground
S.no. Broad Outlines For Preparation Page No.1 Location 72 Basic project Information Village Wise 8-93 Climatic and Hydrological information 10-114 Other Development Schemes in the project area 125 Details of infrastructure in the project areas 126 Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary) 137 Details of Watershed Committees (WC) 148 Problems and scope of improvement in the project area 159 Base Line Survey Format for IWMP MIS website 16
Chapter II :- Basic & Technical Features, S.no. Broad Outlines For Preparation Page No.
1 Population & Household Details: 17-182 Development indicators 193 Land Use 19-244 Agriculture and Horticulture status and fuel availability. 25-265 Productivity Gap Analysis 27-306 Existing area under horticulture/Vegetables/Floriculture (ha) 317 Land holding Pattern in project area 31-328 Livestock Status - animals/milk production / average yield. 33-349 Existing area under fodder (ha) 35
10 NREGA Status 3611 Migration Details 3612 Major activities (On Farm) 36-3713 Status of Existing SHG 37
Technical feature14 Ground Water 3815 Availability of drinking water 3816 Water Use efficiency 3917 Slope details. 3919 Soil details 4020 Erosion details 41
Page 2
Chapter III :- Proposed Development PlanS.no. Broad Outlines For Preparation Page No.
1 Preparatory phase activities Capacity Building Trainings and EPA 42-432 The PRA exercise 443 CAPACITY BUILDING 45-494 Livelihood Action Plan 50-535 Production Plan 54-556 Earthen bund plan 565 Proposed Development Plan GP wise 57-58
Chapter IV :- Activity wise Total Abstract of cost 59-60
Chapter V :- Yearwise Breakup of watershed Activities 61-62
CHAPTER VI :- EXPECTED OUT COMES 63
MIS Feeding 64-74
Chapter VII :- Technical Designs & estimates for proposed activitiesS.no. Broad Outlines For Preparation Page No.
1 Earthan Bund With Waste Weir 75-1382 Tanka with Plantation work 139-1443 Khet Talai with Plantation work 145-1514 Horticulture plantation 152-1555 Silvi Pasture Development 156-1606 Manger work 161-163
Chapter VIII :- EnclocuresS.no. Broad Outlines For Preparation Page No.
1 Administrative Setup 1652 Geomorphology 1663 Hydrogeology 1674 Ground Water Potential Zones 1685 Water Level Trends 1696 Ground Water Potability & Salinity 1707 Nitrate Distribution 1718 Fluoride Distribution 1729 Irrigation Sources 173
10 Ridge Line, Micro & Drainage Line 17411 Khasra Map with Ridge Boundary 17512 Land sue & Land Cover Map 176 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-25 Khuri Kalan project, at P.S. DeganaDistrict 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. Degana P.S. Degana Distt.Nagaur1234
CERTIFICATE
Page 4
Photo of EPA work
NAME OF PROJECT : IWMP 31 Kurdayan-BargaonEFFECTIVE AREA OF PROJECT : 5225 Ha.COST /HA - 0.15COST OF PROJECT : 783.75BLOCK : DeganaDISTRICT: Nagaur
Ravindra Joshi S.R. BanjaraPIA – ASSISTANT ENGINEER PROJECT MANAGER, WCDC W.D. & S.C., P.S. - Degana 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-25 Khuri Kalan2 Sanction No. & date of Project : IWMP 25 / 2011-123 Macro & Micro Nos :4 Deviation from Project Sanctioned :
Items As per Project Sanctioned As proposed in DPR Project Area 5225 5225
Macro/Micro No Cluster ClusterName of Gram Panchayats Khuri Kalan Khuri Kalan
Churiyas ChuriyasDugor Achla Dugor Achla
Jodhras JodhrasKhuri Kalan Khuri KalanKhuri Khurd Khuri KhurdPandwala Pandwala
Project Cost (Rs in Lakhs) 783.75 783.75
Name of Villages
Page 6
Location.Khudi Kalan Project is located in Degana Block, of Nagour district. The project area is between the latitudes 26°52' to 26° 56'& longitudes 74° 4' to 74° 10'. It is at a distance of 35km from its Block head quarters and 80 Kms from the district head quarters. There are 10 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) Khudi Kalan Unit(a) Name of Catchment luni
(b)Name of watershed area(local name) Khudi Kalan
(C) Project Area 5725 Ha(d) Net treatable Area 5225 Ha(e) Cost of Project 783.75 Lacks(f) Cost/hectare 15000 Rs/ha(g) Year of Sanction 11-12 Year(h) Watershed Code 25
(I)No. of Gram Panchayats in project area 1
(j) No. of villages in project area 6(k) Type of Project Cluster(l) Elevation (metres) msl
(m) Major streams luni river(n) Slope range (%) 0% to 1%
• CHAPTER – I INTRODUCTION
Page 7
Basic project Information Village Wise
S.NName of Project
Name of gram panchayat
Tehsil Distt.Area
Proposed to be treated
Total Project cost
PIA
1 Churiyas 01852500 636 95.4
2 Dugor Achla 01848000 690 103.5
3 Jodhras 01852700 307 46.05
4 Khuri Kalan 01851700 2150 322.5
5 Khuri Khurd 01851600 202 30.3
6 Pandwala 01852600 1240 186
Total 5225 783.75
Digrame :- Area Covered in Village
Village Churiyas Dugor Achla Jodhras Khuri Kalan Khuri PandwalaArea 636.00 690.00 307.00 2150.00 202.00 1240.00
Village
Aen WD &SC Degana
IWMP Khuri Kalan
Degana Nagaur Khuri Kalan
12%
13%
6%41%
4%
24%
AreaChuriyas Dugor Achla
Jodhras Khuri Kalan
Khuri Khurd Pandwala
Page 8
Digrame :- Cost in Village Wise
Village Churiyas Dugor Achla Jodhras Khuri KalanKhuri Khurd
Pandwala
Cost 95.40 103.50 46.05 322.50 30.30 186.00
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. 76.63% land is under cultivation 10.25% land fallow, 9.12% land is irrigated through tube well. 388 No of households are BPL(38.49% households) 32 are landless households(3.17% households) and 894 household are small and marginal farmers (88.69%household) .Average land holding in the area is 4.33ha. 62.74% area is single cropped area and 5% 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 5853 population with Communities like Rajput Jat and Megawal.
12%
13%
6%41%
4%
24%
AreaChuriyas Dugor Achla
Jodhras Khuri Kalan
Khuri Khurd Pandwala
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
Average Monthly rainfall (last ten years)
200820092010
465388548
20112012
Source:-
Average Annual Rainfall(mm)
397436200
20062007
1
359396355226
Year
200320042005
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
15 minute duration 30 minute duration
15 minute duration 65 mm
Peak Rate (cum/hr)Total run off volume of rainy season
(ha.m.)
SummerWinterRainy 0.06
0.080.02
Runoff
5Potential Evaporation Transpiration (PET) (mm/day)
PET
60 minute duration
Season
4Temperature (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 965
2 TFC Panchayat Simiti Rural Dovelopment 39
3 SFC Panchayat Simiti Water Potability 32
Source :- Vikas Adhikari Panchayat samitti & NaregaDetails of infrastructure in the project areasS.No
i
ii
iii
iv (P) (S) (HS) (VI)
6 1 - -
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
Nil
Nagaur1
NIL
-
1
Nil
1
Nearest KVK
cooperative society
NGOs
Credit institutions
(i) Bank
No. of villages with access to Agro-industries
No. of villages with access to Post Office
No. of villages with access to Banks
No. of villages with access to Markets/ mandis
(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)
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 :
No. of villages with access to Primary Health Centre
No. of villages with access to Veterinary Dispensary
Provisions under the Scheme
Catgary 1 to 9 work
Sanitry & Dovelopment
Water Potability
Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)
66
Nil
Parameters Status
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 Stish Kumar M 22 B.sc.(Agri.)Agri.
Development
2 Shivji ram M 24L.S.A.
(Diploma)Veterinary
Development
3 Ratni Devi F 32 B.A.Social
Development
4 Kailash chand sen MDiploma
MechanicalEngineering
Development
E-mail [email protected]
Address with contact no., websiteAen watershed development & soil consvetion
Degana (Nagaur).Telephone 01587 - 222028Fax
2 3Particulars Details of WCDC
Name of PIA Aen Watershed
FaxE-mail
PIA particulars
01582 [email protected].
Telephone
Details of WCDCWCDC Nagaur
Project menager of WCDC is XEn watershed01582 - 243270
2 3Particulars
PM ,WCDCAddress with contact no., website
Page 13
1 Details of Watershed Committees (WC) Khuri Kalan
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
President Hanuman ram M OBC BF UG
Secretary Hariram M OBC SF UGMember Kamali Devi F OBC - SHGMember Sita Devi F OBC - SHGMember Ramjiram M SC MF UGMember Bastiram M OBC MF UGMember Hariram M OBC MF UGMember Sitaram M OBC MF UGMember Sivlal M OBC SF UGMember Jagdish M OBC MF UGMember Ugamaram M SC SF UGMember Rukma Devi F SC SHG
1 Khuri Kalan 18-1-12
Not
Req
uire
d
Page 14
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. 522.26 ha is only irrigated and Having salti water which decreasing production season by season. With efforts this can be increased to 4387.53 ha. The productivity gap of major crops in the area as compared with district and with areas in the same agro climatic zones indicate potential to increase the productivity. The demonstration of improved package of practices, improved varieties, increased irrigation facilities and soil conservation measures under the project can bridge this gap. Due to small land holdings in the area focus of the project would be on diversification in agriculture (horticulture, vegetables, green houses, Agro forestry, fodder crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment) 1153 Tonns fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 177 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 15
Base Line Survey Format for IWMP MIS website
Project Name Khudi Kalan
Total Geographical Area of Project (Lakh Hectares) - 5725Ha.Treatable Area
Wasteland (Lakh Hectares) Nil Rainfed Agricultural Land (Lakh Hectares) 3278.27 Ha.
Total Cropped Area (Lakh Hectares) 3800.53 Ha. Net Sown Area (Lakh Hactares) 3800.53 Ha.
Total no. of Water Storage Structure 17 Nadi Total no. of Water Extracting Units 17
No. of Household SC 1274 ST 0
Others Total Population of the project
Area 5853 No. of Household of Landless people 32
Total no. of BPL Household 388 No. of Marginal Farmer’s Household 375
No. of person-days of Seasonal Migration 177
Depth of Ground Water (meters) below Ground levelPre- monsoon 177 Post-monsoon Nill
No. of person-days of Seasonal Migration 177
source:- Base line surrvey ,Revenue record & WABCOS data
Page 16
CHAPTER – II Socio economic Features, Problems and ScopeTable 2.1 Population & Household Details:
Male Female Total SC ST1 Churiyas 351 348 699 165 02 Dugor Achla 241 206 447 28 03 Jodhras 224 221 445 57 04 Khuri Kalan 1100 1110 2210 623 05 Khuri Khurd 435 371 806 209 06 Pandwala 627 619 1246 192 0
2978 2875 5853 1274 0
Digrame :- Population of Village
Village Churiyas Dugor Achla Jodhras Khuri KalanKhuri Khurd
Pandwala
Population 699 447 445 2210 806 1246
S. No.
Village
Total
Total Population
12%8%
7%
38%
14%
21%
PopulationChuriyas
Dugor Achla
Jodhras
Khuri Kalan
Khuri Khurd
Pandwala
Page 17
BPL house hold
L. LessLarge
FarmerSmall
FarmerM. Farmer
Total house hold
SC house hold
ST house hold
1 Churiyas 55 4 15 68 37 124 33 02 Dugor Achla 17 0 12 38 15 65 6 03 Jodhras 21 0 6 39 16 61 11 04 Khuri Kalan 174 15 27 209 156 407 125 05 Khuri Khurd 47 8 2 18 117 145 42 06 Pandwala 74 5 20 147 34 206 38 0
388 32 82 519 375 1008 255 0
Digrame :- Household of Village
Village Churiyas Dugor Achla Jodhras Khuri KalanKhuri Khurd
Pandwala
Household 124 65 61 407 145 206
S. No.
Village
Total
Household Details
12% 7% 6%
40%
14%
21%
HouseholdChuriyas
Dugor Achla
Jodhras
Khuri Kalan
Khuri Khurd
Pandwala
Page 18
Table 2.2 Development indicators
S. No.
State Project
Area1 16260 135002 0.22 0.173 0.604 0.5234 921 96556
The table indicates poor socio economic conditions.
Table 2.3 Land Use Churiyas
Private Total505.79 505.7945.00 45.0016.00 16.00
284.47 284.47160.32 160.32444.79 444.79
80.16 80.16
0.000.00
11.16119.54
505.79 636.49
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Total area in Ha.Community
OthersTotal
Cultivated RainfedCultivated irrigatedNet Sown Area
Net Area sown more than onceForest Land
Agriculture LandTemporary fallowPermanent Fallow
Panchayat
Waste LandPastures
Land Use
Sex Ratio Infant mortality rate
Maternal mortality ratio
Development Indicators
Per capita income (Rs.)Poverty ratio Literacy (%)
Government
11.1610.0021.16
81.3281.32
28.2228.22
Page 19
Dugor Achla
Private Total541.33 541.3349.00 49.0026.00 26.00
410.78 410.7855.55 55.55
466.33 466.3327.78 27.78
0.000.00
10.00138.74
541.33 690.07
Jodhras
Private Total227.24 227.2416.00 16.008.00 8.00
199.63 199.633.61 3.61
203.24 203.241.81 1.81
0.000.000.00
79.75227.24 306.99
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Land Use Total area in Ha.
Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land
37.13 85.74 25.87
Waste LandPastures 10.00
Land Use Total area in Ha.
Panchayat Government Community
Others 27.13 85.74 25.87Total
Agriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land
11.86 55.34 12.55
Waste LandPasturesOthers 11.86 55.34 12.55Total
Page 20
Khuri Kalan
Private Total1612.96 1612.96185.00 185.0029.00 29.00
1276.27 1276.27122.69 122.69
1398.96 1398.9661.35 61.35
0.000.00
30.00506.64
1612.96 2149.60
Khuri Khurd
Private Total590.97 590.9765.00 65.0035.00 35.00
399.39 399.3991.58 91.58
490.97 490.9745.79 45.79
0.000.000.00
111.10590.97 702.07
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Land Use Total area in Ha.
Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land
125.64 348.68 62.32
Waste LandPastures 30.00
Land Use Total area in Ha.
Panchayat Government Community
Others 95.64 348.68 62.32Total
Agriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest Land
42.93 48.67 19.50
Waste LandPasturesOthers 42.93 48.67 19.50Total
Page 21
Pandwala
Private Total909.24 909.2486.00 86.0027.00 27.00
707.73 707.7388.51 88.51
796.24 796.2444.26 44.26
0.000.000.00
331.07909.24 1240.31
Compile
Private Total4387.53 4387.53446.00 446.00141.00 141.00
3278.27 3278.27522.26 522.26
3800.53 3800.53261.13 261.13
0.00 0.000.00 0.000.00 51.160.00 1286.84
4387.53 5725.53
Source :- Revinue Record available by Patawari office & WAPCOS Maps
Forest Land 0.00 0.00 0.00Waste Land 0.00 0.00 0.00
Others 187.56 917.55 181.73Pastures 51.16 0.00 0.00
Total 238.72 917.55 181.73
Net Sown Area 0.00 0.00 0.00Net Area sown more than once 0.00 0.00 0.00
Cultivated Rainfed 0.00 0.00 0.00Cultivated irrigated 0.00 0.00 0.00
0.00 0.00Permanent Fallow 0.00 0.00 0.00Temporary fallow 0.00
Land Use Total area in Ha.
Panchayat Government CommunityAgriculture LandTemporary fallowPermanent FallowCultivated RainfedCultivated irrigatedNet Sown AreaNet Area sown more than onceForest LandWaste LandPasturesOthers 297.80 33.27Total 0.00 297.80 33.27
Land Use Total area in Ha.
Panchayat Government CommunityAgriculture Land 0.00 0.00 0.00
Page 22
Digrame :- Land Use
Land Use Private
Area 4387.53
Panchayat Government Community
238.72 917.55 181.73
77%
4%
16%3%
Area
Private
Panchayat
Government
Community
Page 23
Digrame :- Land Use
Land UseAgriculture
LandCultivated
RainfedCultivated irrigated
Net Sown Area
Waste Land
Pastures Others
Area 4387.53 3278.27 522.26 3800.53 0.00 51.16 1286.84
33%
25%4%
28%
0% 0%10%
AreaAgriculture Land
Cultivated Rainfed
Cultivated irrigated
Net Sown Area
Waste Land
Pastures
Others
Page 24
The project area has 446 ha of Temporary fallow land . 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 10.12% 446 ha. (7.89 % of the project area)is under wastelands and can be brought under vegetative cover, with reasonable effort Activities like Earthen check dams, Vegetative filter strip, V-ditches, staggered trenches ,WHS (Johad) Afforestation of wastelands and Pasture development will be taken up on these landsPasture development the land use table shows that there is 51.16 hectare pasture land (89%)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 3278.27 Bajara 983.48 486.82 495.00 Cotton 130.57 22.85 175.00 1114.05 509.67
Mung 1966.96 389.46 198.00 Mung 104.45 20.68 198.00 2071.41 410.14Moth 327.83 68.84 210.00 Saesmum 26.11 3.86 148.00 353.94 72.71
2 Rabi 261.13 Wheat 104.45 203.68 1950.00 104.45 203.68Gram 39.17 27.81 710.00 39.17 27.81Musterd 65.28 68.55 1050.00 65.28 68.55Cumin 52.23 13.06 250.00 52.23 13.06
3 Zaid 0.00 0.000.00 0.00
Total 3539.40 3278.27 945.13 903.00 522.26 360.49 4481.00 3800.53 1305.62
**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.
Total
Table 2.4.b Abstract of cropped Area(ha)Area under Single cropArea under Double cropArea under Multiple crop
3278.27261.13
Nil
Cropping Status
S. No.
SeasonCrop sown
Rain fed Irrigated
Page 25
Crop wise Kharif CropsCrop Cotton Bajara Mung MothArea 130.57 983.48 2071.41 327.83
Digrame no :- 2.3.1 Kharif crops (Net sown Area)
Crop wise Rabi cropsCrop wheat Gram MusterdArea 104.45 39.17 65.28
Digrame no :- 2.3.2 Rabi crops (Net sown Area)
Cumin52.23
Saesmum26.11
4%
28%
58%
9%
1%Area
Cotton
Bajara
Mung
Moth
Saesmum
40%
15%25%
20%
Area
wheat
Gram
Musterd
Cumin
Page 26
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 261.13 ha is (4.56%) 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
Musterd 1177 1232 1050 1320 1050Sesamum 310 149 160 172 148
Name of the crop
Productivity kg/ha
Page 27
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(9.99% 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 Khuri Kalan285 387 292 185
050
100150200250300350400
India Rajasthan Nagaur Khuri Kalan
Series1
Page 28
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 Khuri Kalan India Rajasthan Nagaur Khuri Kalan362 317 258 170 802 655 507 490
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 Khuri Kalan India Rajasthan Nagaur Khuri Kalan317 159 200 199 144 122 271 175
Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat
0
100
200
300
400
India RajasthanNagaurKhuri KalanSeries1
0100200300400500600700800900
India RajasthanNagaurKhuri Kalan Series1
0
50
100
150
200
250
300
350
India Rajasthan Nagaur Khuri KalanSeries1
0
50
100
150
200
250
300
India RajasthanNagaurKhuri Kalan Series1
Page 29
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 Khuri Kalan India Rajasthan Nagaur Khuri Kalan2619 2762 2292 1810 808 443 905 730
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 Khuri Kalan India Rajasthan Nagaur Khuri Kalan310 149 172 132 1177 1232 1320 1080
Ref. :- VITAL Ag. Statistics & base line survey. Study by Omprakash Ahalavat
0500
10001500200025003000
India Rajasthan Nagaur Khuri Kalan Series1
0
200
400
600
800
1000
India Rajasthan Nagaur Khuri Kalan Series1
050
100150200250300350
India RajasthanNagaur Khuri Kalan Series1
0200400600800
100012001400
India RajasthanNagaur Khuri Kalan Series1
Page 30
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 82 164.5 1526 1690.5 338.1 84.53 0 1267.87 0(ii) Small farmer 519 245.5 2096.17 2341.67 468.32 117.1 0 1756.25 0
(iii) Marginal farmer 375 112.26 243.1 355.36 71.1 17.74 0 266.52 0
(iv) Landless person 32 0 0 0 0 0 0 0 0
(V)No. of BPL households 388 0 0 0 0 0 0 0 0
Total 1008 522.26 3865.27 4387.53 877.52 219.37 0 3290.64 0
Type of FarmerTotal
House holds
Land holding (ha) irrigation source wise Land holding (ha)Social group wise
Activity
Horticulture
Vegetables
FloricultureMedicinal Plants
Page 31
47.10% land holdings belong to small and marginal farmers who own 76.64% 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 32
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 756 529.2 5 1931580 1931.58
Hybrid 210 315 Nil 536550 536.552 Buffaloes 1806 3612 3 4614330 4614.333 Goat 2923 584.6 1461.5 3200685 3200.685
Wool 04 Sheep 1545 772.5 772.5 1691775 1691.7755 Camel 28 14 Nil 102200 102.26 Poultry 24 NA 07 Other 22 NA 0
Total 7314 12077120 12077.12
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 33
Page 34
Table 2.8 Existing area under fodder (ha)S.No Item Unit Area/Quantity
1 Existing Cultivable area under Fodder Ha Nil2 Production of Green fodder Tonns/year 3753 Production of Dry fodder Tonns/ Year 45704 Area under Pastures Ha Nil5 Production of fodder Tonns/year 49456 Existing area under Fuel wood Ha Nil7 Supplementary feed Kgs/ day 28 Silage Pits No Nil9 Availability of fodder Tonns 494510 Deficiency/excess of fodder Tonns 7132.12
The table above shows there is fodder deficiency (Requirement is 12077.12 and availability 4945)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 852 Sprayers-manual/ power 853 Cultivators/Harrows 604 Seed drill 855 Any Other 40
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 35
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 Churiyas 169 20%2 Dugor Achla 102 18%3 Jodhras 107 22%4 Khuri Kalan 645 19%5 Khuri Khurd 204 15%6 Pandwala 304 15%
Total 1531Table 2.11 Migration Details
Name of village No. of persons migrating
No. of days per year of migration
Major reason(s) for migrating
Distance of destination of
migration from the village (km)
Occupation during
migration
Income from such
occupation (Rs. in lakh)
Churiyas 26 6 months Unemployment 25 0.135Dugor Achla 15 6 months Unemployment 28 0.135
Jodhras 17 6 months Unemployment 20 0.135Khuri Kalan 56 6 months Unemployment 28 0.135Khuri Khurd 22 6 months Unemployment 30 0.135Pandwala 41 6 months Unemployment 30 0.135
Total 177
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 holds1484NillNillNill382
Road, Nadi, Categary 8
Activity taken up so far
Road, Nadi, Categary 4Road, Nadi, Categary 5Road, Nadi, Categary 6Road, Nadi, Categary 7
Road, Nadi, Categary 9
Average annual income from the15500
NillNill
13500
Name of activitycultivatorsDairyingPoultryPiggery
Landless Agri. Labourers
Nill
Page 36
Table 2.12 (b) Major activities (Off Farm)
Name of activity Households / individuals
Artisans 20Carpenter 12Blacksmith 7Leather Craft 5Porter 3 Mason 15Others specify (Cycle Repair ,STD,Craft etc)
11
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 Baba ramdev 5 1000 70002 Mahadev 5 1000 70003 Pabu ji 5 1000 30004 Karni Maata 5 500 35005 Chohan 5 1000 70006 Goga ji 5 1000 70007 Junjar ji 5 500 30008 Mira 5 500 30009 NimNath 5 500 300010 CharBhuja 5 1000 600011 Laxmi Bai 5 500 250012 Sti Mata 5 500 2500
The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance
6000036000
Average annual income from the
2800035000370002200018500
Page 37
II. Technical Features
Table 2.14 Ground Water
S.No Source No. Functional depth Dry Area
irrigatedWater
availability(days)
i) Dug wells 40 120-150 Fit 40 Nill Nill
ii) Shallow tube wells 0 0 0 0 0
iii) Pumping sets 0 0 0 0 0iv) Deep Tube Wells 56 350 -450 Fit 12 1015 365
Total 96 0 52 1015 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 Churiyas 10485 9387 4 Nadi 1 3 02 Dugor Achla 6705 585 3 Nadi 1 2 03 Jodhras 6675 1804 2 Nadi 1 1 04 Khuri Kalan 33150 3271 5 Nadi 1 5 05 Khuri Khurd 12090 2295 1 Nadi 1 1 06 Pandwala 18690 4099 2 Nadi 1 1 0
Page 38
Table 2.16 Water Use efficiency
through water saving
devices(Drip/Sprinklers)
through water conserving agronomic practices#
Any other (pl. specify) Total
35 Nil Nil 353 Nil Nil 3
• 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 52252 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
> 25%
Slope of Watershed
Name of major crop
WheatCumin
Area (Hectare)
Slope percentage0 to 3%3 to 8%8 to 25%
Page 39
Table 2.19 Soil details
AS.No.
1
BS.No.
123
C Soil fertility Status Kg/haN 27P 16K 138
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 hectares877.513510.02
Soil ProfileMajor Soil Classes
Sandy loam 4387.53 Area in hectares
Page 40
Table 2.20 Erosion details
Cause Type of erosionArea
affected (ha)
Run off(mm/y
ear)
a Sheet 2541 300b Rill 510 300c Gully 314 300
3365
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 7343.5
3811.510202512
Erosion status in project Area
Water erosion
Page 41
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.
Date on which Grama Sabha approved EPA
1 18-1-12
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 3.82Water management &
Arrangement of pure potable water at water source
3.82 0 3.82
2 4.14Water management &
Arrangement of pure potable water at water source
4.14 2.25 1.89Village public will happy and trust to our project activity &
creation of awareness
Pure water will be avalable through out the year for drinking
purpose
3 1.84
Water management & Arrangement of pure potable water at water source , water
source development
1.84 0 1.84
Dugor Achla
Jodhras
Name of the Gram Panchayat Khuri Kalan
2
Names of village
Churiyas
Page 42
4 12.90Water management &
Arrangement of pure potable water at water source
12.90 4.55 8.35Village public will happy and trust to our project activity &
creation of awareness
Pure water will be avalable through out the year for drinking
purpose
5 1.21Water management &
Arrangement of pure potable water at water source
1.21 0 1.21
6 7.44Water management &
Arrangement of pure potable water at water source
7.44 6 1.44Village public will happy and trust to our project activity &
creation of awareness
Pure water will be avalable through out the year for drinking
purpose31.35 31.35 12.8 18.55
Khuri Kalan
Khuri Khurd
Pandwala
Page 43
The PRA exercise was carried out in all the villages on the dates shown below:
S. No.
1
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 _________________ (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 SRSAC are :• Delineation of Macro/Micro watershed boundaries.• Digitised Khasara maps of the villages falling in project area.• Network of Drainage lines, existing water bodies, falling in the project area.• Base maps (transport network, village/boundaries, and settlements).• Land Use / Land cover map.• Contours at 1 meter interval, slope 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 ------.
21-12-12
Date on which PRA conducted
Khuri Kalan
Name of the village/Habitation
Page 44
. 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]
Ravindar Joshi 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]
Ravindar Joshi 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 IGPRS Jaipur JLN Marg Jaipur Director IGPRS Training Institutes Watershed & RD Department
# 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)
5 WCs
1 PIAs
2 WDTs
3 UGs
Page 45
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 200 100 100 100 50 50 400 1 1 1 1 1 5 100 100 100 50 50 400Rate 0.002 0.002 0.002 0.002 0.002FINANCIAL 0.2 0.2 0.2 0.1 0.1 0.8
8 EXPOSURE TOUR (INTERSTATE)
150 50 50 50 0 150 1 1 1 1 1 5 350 350 350 0 0 1050
Rate 0.006 0.006 0.006 0.006 0.006FINANCIAL 2.10 2.10 2.10 0.00 0.00 6.30
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
PHYSICAL1314 406 401 401 301 213 1722 15 14 14 11 10 64 1719 1655 1655 1193 714 6936
12 TOTAL FINANCIAL
0 0 7.87 7.56 7.56 5.04 3.35 31.36
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 46
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 5 852 WDTs 4 4 4 4 4 4 20 3 3 3 1 1 11 84 60 60 8 8 2203 UGs 100 25 20 20 20 20 105 2 2 2 2 2 10 150 120 120 120 120 6304 SHGs 663 150 150 150 150 63 663 2 2 2 2 1 9 600 600 600 600 126 25265 WCs 15 15 15 15 15 15 75 1 1 1 1 1 5 45 45 45 45 45 2256 GPs 30 30 30 30 30 30 150 1 1 1 1 1 5 60 60 60 60 60 3007 Commun
ity200 100 100 100 50 50 400 1 1 1 1 1 5 100 100 100 50 50 400
8 EXPOSURE TOUR(INTER STATE)
150 50 50 50 0 0 150 1 1 1 1 1 5 350 350 350 0 0 1050
9 EXPOSURE TOUR(INTRA STATE)
150 30 30 30 30 30 150 1 1 1 1 1 5 300 300 300 300 300 1500
10 PM/SLNA 0.21 0.2 0.2 0.2 0.2 1.01
11 TOTAL PHYSICAL
1314 406 401 401 301 213 1722 15 14 14 11 10 64 1719 1655 1655 1193 714 6937
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
period
g g g project period
project period
Page 47
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 0.60 1.60
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@ 0.23 0.20 0.20 0.63
4 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks o izkfIr vkfn dks n’kkZrh gqbZ A
0.20 0.10 0.05 0.35
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[ku0.25 0.15 0.15 0.10 0.07 0.72
Expected Outcome
0.10
0.20
S. No. Activity Executing agency
Allocation out of 1% of total
Page 48
7 lQyrk dh dgkuh;ksa dh ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa d`"kdks ls lk{kjkrdkj @ okrkZ A
0.20 0.10 0.10 0.10 0.10 0.60
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 0.17 0.10 0.10 0.10 0.47
10 lkaLd`frd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh 0.20 0.20
11 uqDdM+ ukVd 0.10 0.10 0.20
12 dViqryh izn’kZu 0.10 0.10 0.10 0.05 0.05 0.40
13 jkf= xks"Bh 0.10 0.10 0.10 0.10 0.40
14 Hkw laj{k.k lIrkg 0.15 0.15 0.15 0.00 0.00 0.45
15 psruk jSyh 0.05 0.05 0.05 0.15
16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe 0.27 0.27
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 3.32 2.40 1.15 0.50 0.47 7.84
0.15
0.10
0.20
Page 49
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.
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.783.75 Lacs.(ii) Funds available under livelihood component is 9% of total project cost= Rs.50.50 Lacs.(a) Seed money for SHGs as revolving fund = Rs.43.25 Lacs.
(minimum 60% of livelihood component)No. Of SHG to be formed 173 Nos.No of persons (members) in SHGs 1100 Nos.(b) Seed money for enterprising individuals = Rs 7.25 Lacs (minimum 10% of livelihood component)
Page 50
No. Of SHG to be formed 174 Nos.List of shg & Proposed Activities.
S.No Watershed Committee
Basic work 1 2 3 4 5 6cement 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
Name of SHG
Activity Proposed
1 Khuri kalanA
s pe
r Tab
le n
o 2.
13 S
HG
for
ther
e ac
tivity
is b
eing
iden
tifin
g as
ther
e de
sire
& c
apac
ity
Page 51
No of persons identified as enterprising individuals 28 Nos.List of persons & Proposed Activities.
S.No Watershed Committee
Name of Person
Basic work 1 2 3 4 5 6cement 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
Activity Proposed
1 Khuri kalanY
et to
be
aden
tifie
d
Page 52
(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
Project Cost in lacs
Bank loan
1Milk
collection & chilling centre
4
2 Cement Items work 4Technical
work 4Total
* Details of project activities can be prepared in coming years after formation of SHG federation or as the case may be.
Yet to be Identified
Page 53
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.783.75 Lacs.(iv) Funds available under Production System & Micro enterprises component is 10% of total project cost= Rs.78.38 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 18.01 lacs.Details of is Animal Husbandary activities given below :
S.No. Name of Activity Quantity Unit cost Total
1 Animal Helth Camp & Treatment 0.00 2.79
2 Bull Distribution 6 0.25 1.50
3 Bufallo Bull Distribution 6 0.25 1.50
4 Goat Distribution 29 0.08 2.32
5 Animal Development (Shed, Manger, Chap cutter & Compost) 33 0.30 9.90
18.01
Page 54
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 55
Arable conservation Khuri Kalan
According to land topography mep 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 5 3.85 10 2 0.51 8 4.08 165 1.07 8 8.56 40 5 0.62 9 5.58 4510 1.53 5 7.65 50 10 0.8 6 4.8 6015 1.75 5 8.75 75 15 0.7 5 3.5 7520 2.05 4 8.2 80 20 0.75 5 3.75 100
27 37.01 255 33 21.71 296
6058.72551Total area treated by earhen bund
Earthen Bund with waste weir Only Waste weirLess then 1% slope
Total No.Total cost
Page 56
Area Cost5225 783.75
(A)
Qua
ntity Total
Cost
Cost
from
Pr
ojec
t Fun
d
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Qua
ntity Total
Cost
Cost
from
Pr
ojec
t Fun
d
Conv
erge
nce
Fund
Bene
ficia
ry
Cont
ribu
tion
Admn. 78.38 78.38 78.38 78.38Monitoring 7.84 7.84 7.84 7.84Evaluation 7.84 7.84 7.84 7.84
EPA 31.35 31.35 31.35 31.35I & CB 39.19 39.19 39.19 39.19DPR 7.84 7.84 7.84 7.84
Total (A) 172.43 172.43 172.43 172.43(B)
Earthen Bund 0.00 60 58.72 58.72 4.40 60 58.72 58.72 0 4.40
Tanka 1.28 280 358.40 358.40 26.88 280 358.4 358.4 0 26.88
Khet talai 1.54 10 15.40 15.40 1.16 10 15.4 15.4 0 1.16
Total 432.52 432.52 32.44 432.52 432.52 0.00 32.44
Tanka 1.28 5 6.40 6.40 0.48 5 6.4 6.4 0 0.48Total 6.40 6.40 6.40 6.40 0.00 0.48
Grand Total (B) 0 438.92 438.92 32.44 438.92 438.92 0 32.92
Proposed Development Plan
Activity
Conservation measures for arable land(private land)
Conservation measures for non arable land
Natural resource management (56%)
Preparatory phase activities capacity building trainings & EPAKhuri Kalan Total
Unit Unit Cost
Page 57
(C)
Horticulture plantation 0.30 50 15.00 15.00 2.25 50 15.00 15.00 0 2.25Crop Demostration Oil seeds 0.075 100 7.50 7.50 1.13 100 7.50 7.50 0 1.13
Crop Demostration Pulsus & others 0.05514 25.70 25.70 3.86 514 25.70 25.70 0 3.86
Total 48.20 48.20 7.23 48.20 48.20 0.00 7.23
Silvi Pasture Ha. 0.87 14 12.18 12.18 14 12.18 12.18 0 0Total 12.18 12.18 12.18 12.18 0.00 0.00
Animal Helth Camp & Treatment 0.00 2.79 2.79 0.42 0 2.79 2.79 0 0.42Bull Distribution 0.25 6 1.50 1.50 0.23 6 1.50 1.50 0 0.23
Bufallo Bull Distribution 0.25 6 1.50 1.50 0.23 6 1.50 1.50 0 0.23Goat Distribution 0.08 29 2.32 2.32 0.35 29 2.32 2.32 0 0.35
Animal Development (Shed, Manger, Chap cutter & Compost) 0.30 33 9.90 9.90
1.4933 9.90 9.90 0 1.49
Total 18.01 18.01 2.70 18.01 18.01 0 2.70Total (C) 78.39 78.39 9.93 78.39 78.39 0.00 9.93
(D)
Revolving Fund to SHG (60 % minimum ) 0.25 174 43.5 43.5 174 43.50 43.50 0 0
Revolving Fund to enterprising individual (10 % maximum ) 0.25 28 7 7 28 7.00 7.00 0 0
Grant in aid to enterprising SHG or Federation of SHGs individual (30
% maximum ) 2.00 10 20.00 20.00 10 20.00 20.00 0 0
Total (D) 70.50 70.50 70.50 70.50 0 0(D) Consolidation 23.51 23.51 23.51 23.51
Grand Total 783.75 783.75 42.37 783.75 783.75 0.00 42.85
Production measures for arable landProduction System (10%)
Production measures for non arable land pasture
Veterinary Development
Livelihood System 9%
Page 58
CHAPTER -I VActivity wise Total Abstract of cost
Activity Unit Quantity Unit cost Total costCost from
Project FundConvergence
FundBeneficiary
Contribution*
(A)Admn. 78.38 78.375
Monitoring 7.84 7.8375Evaluation 7.84 7.8375
EPA 31.35 31.35I & CB 39.19 39.1875DPR 7.84 7.8375
Total (A) 172.43 172.43 0.00 0.00(B)
Earthen Bund 60 58.72 58.72 0.00 4.40Tanka 280 1.28 358.40 358.40 0.00 26.88
Khet talai 10 1.54 15.40 15.40 0.00 1.16Total 432.52 432.52 0.00 32.44
Tanka 5 1.28 6.40 6.40 0.00 0.48Total 6.40 6.40 0.00 0.48
Grand Total (B) 438.92 438.92 0.00 32.92
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 59
(C)
Horticulture plantation 50 0.30 15.00 15.00 0.00 2.25Crop Demostration Oil seeds 100 0.08 7.50 7.50 0.00 1.13Crop Demostration Pulsus & others 514 0.05 25.70 25.70 0.00 3.86
Total 48.20 48.20
Silvi Pasture Ha. 14 0.87 12.18 12.18 0.00 1.13Total 12.18 12.18
Animal Helth Camp & Treatment 0 0.00 2.79 2.79 0.00 0.42Bull Distribution 6 0.25 1.50 1.50 0.00 0.23
Bufallo Bull Distribution 6 0.25 1.50 1.50 0.00 0.23Goat Distribution 29 0.08 2.32 2.32 0.00 0.35
Animal Development (Shed, Manger, Chap cutter & Compost) 33 0.30 9.90 9.90 0.00 1.49
Total 18.01 18.01Total (C) 78.39 78.39
(D) Revolving Fund to SHG
(60 % minimum ) 174 0.25 43.50 43.50 0.00 0.00Revolving Fund to enterprising
individual (10 % maximum ) 28 0.25 7.00 7.00 0.00 0.00
Grant in aid to enterprising SHG or Federation of SHGs individual
(30 % maximum ) 10 2.00 20.00 20.00 0.00 0.00Total (D) 70.50 70.50
(D) Consolidation 23.51 23.51Grand Total (A+B+C+D) 783.75 783.75
*Tentative and will vary during execution according to beneficiary
Production measures for non arable land pasture
Veterinary Development
Livelihood System 9%
Production System (10%)Production measures for arable land
Page 60
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 5225 Ha Cost Lacs(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
Admn. 10 78.38 1.5 11.76 2 15.68 2.5 19.59 2 15.68 2 15.68 10 78.38Monitoring 1 7.84 0.2 1.57 0.25 1.96 0.25 1.96 0.15 1.18 0.15 1.176 1 7.84Evaluation 1 7.84 0 0.00 0.1 0.78 0.4 3.14 0 0.00 0.5 3.919 1 7.84
EPA 4 31.35 4 31.35 0 0.00 0 0.00 0 0.00 0 0 4 31.35I & CB 5 39.19 2 15.68 1 7.84 1 7.84 1 7.84 0 0 5 39.19DPR 1 7.84 1 7.84 0 0.00 0 0.00 0 0.00 0 0 1 7.84
Total (A) 22 172.43 0.00 0.00 8.70 68.19 3.35 26.26 4.15 32.53 3.15 24.69 2.65 20.77 22 172.43(B)
Earthen Bund 60 0 58.72 0 0 23 21.54 25 25.4 12 11.78 0 0 60 58.72Tanka 280 1.28 358.40 0 0 101 129.28 123 157.4 56 71.68 0 0 280 358.40
Khet talai 10 1.54 15.40 0 0 3 4.62 5 7.7 2 3.08 0 0 10 15.40Total 432.52 0.00 0.00 155.44 190.54 86.54 0.00 432.52
Tanka 5 1.28 6.4 0 0 2 2.56 2 2.56 1 1.28 0 0 5 6.40Total 6.40 0.00 0.00 2.56 2.56 1.28 0.00 6.40
Grand Total (B) 438.92 0.00 0.00 158.00 193.10 87.82 0.00 438.92
Activity1st year 2nd year
783.75
Unit Cost
Conservation measures for arable land(private land)
Conservation measures for non arable land
Total
Natural resource management (56%)
Unit 3rd year 4th year
Preparatory phase activities capacity building trainings & EPA
Total cost
6th year5th year
Page 61
(C)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
Horticulture plantation 50 0.3 15.00 0 0 7 2.1 18 5.4 20 6 5 1.5 50 15.00
Crop Demostration Oil seeds 100 0.075 7.50 0 0 20 1.5 35 2.625 35 2.625 10 0.75 100 7.50
Crop Demostration Pulsus & others 514 0.05 25.70 0 0 78 3.9 176 8.8 197 9.85 63 3.15 514 25.70
Total 48.20 0 0 7.5 16.825 18.475 5.4 48.20
Silvi Pasture 14 0.87 12.18 0 0 7 6.09 7 6.09 0 0 0 0 14 12.18Total 12.18 0 6.09 6.09 0 0 12.18
Animal Helth Camp & Treatment 0 0 2.79 0 0 0 0.68 0 0.8 0 0.83 0 0.48 0 2.79Bull Distribution 6 0.25 1.5 0 0 1 0.25 2 0.5 2 0.5 1 0.25 6 1.50Bufallo Bull Distribution 6 0.25 1.5 0 0 1 0.25 2 0.5 2 0.5 1 0.25 6 1.50Goat Distribution 29 0.08 2.32 0 0 0 0 4 0.32 18 1.44 7 0.56 29 2.32
Animal Development (Shed, Manger, Chap cutter & Compost)
33 0.3 9.9 0 0 3 0.9 8 2.4 19 5.7 3 0.9 33 9.90
Total 18.01 0 2.08 4.52 8.97 2.44 18.01Total (C) 78.39 0 15.67 27.44 27.445 7.84 78.39
(D)
Revolving Fund to SHG (60 % minimum )
174 0.25 43.5 0 0 21 5.25 79 19.75 69 17.25 5 1.25 174 43.50
Revolving Fund to enterprising individual (10 % maximum ) 28 0.25 7 0 0 5 1.25 10 2.5 10 2.5 3 0.75 28 7.00
Grant in aid to enterprising SHG or Federation of SHGs individual
(30 % maximum )10 2 20 0 0.00 2 4.00 4 8.00 3 6.00 1 2.00 10 20.00
Total (D) 70.50 0.00 10.50 30.25 25.75 4.00 70.50(D) Consolidation 23.51 23.51 23.51
Grand Total (A+B+C+D) 783.75 0.00 68.19 210.43 283.31 165.70 56.12 783.75
Activity Unit Total cost
1st year
Livelihood System 9%
Production measures for non arable land pasture
Veterinary Development
Unit Cost
Production measures for arable land
Production System (10%)
Total3rd year 4th year2nd year 6th year5th year
Page 62
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)Meters 350-450 300-400
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 9.12 156 Change in cropping/ land use pattern Description Crop rotation7 Area under agricultural crop Ha 4387.53
Area under single crop Ha 4387.53 4892.52Area under double crop Ha 182.79 250
Area under multiple crop Ha 208 Change in cultivated Area Ha 4387.53 45509 yield of major crops of area q/ha
Yield of Bajra q/ha 4.95 5.5Yield of Wheat q/ha 19.50 22.1Yield of Gram q/ha 7.10 8.05
Yield of Mustard q/ha 10.50 12.110 production of major crops of area ton
Production of Bajra ton 486.82 748.2Production of Wheat ton 203.68 1810.05Production of Gram ton 27.81 155.1
Production of Mustard ton 68.55 550.311 Area under vegetation Ha Nill 512 Area under horticulture Ha Nill 1513 Area under fuel Ha Nill 1014 Area under Fodder Ha Nill 2815 Fodder production Q 49450 120771.216 Milk production Litres/day 5040.8 600017 SHGs Active No. Nill 17318 No. of livelihoods No. Nill 2919 Income Rs.in la 0.18 Lacs/year 0.36 Lacs/year20 Migration No. 177 Nil21 SHG Federations formed No. Nill 10
Page 63
Area 5225 783.75
To be entered at SLNA Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.002 Capacity building 0.0005 0.39 0 0.16 0.08 0.08 0.08 0.003 Monitoring 0.002 1.57 0.00 0.31 0.39 0.39 0.24 0.244 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0.01 7.84 0.00 0.00 0.78 3.14 0.00 3.926 EPA 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.001 0.78 0.00 0.00 0.00 0.00 0.00 0.78
0.0135
No. Head Total costAmount (Rs. in Lakh)
Financial yearUnit
Page 64
783.75Format-4
To be entered at WCDC Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0 0.00 0.00 0.00 0.00 0.00 0.00 0.002 Capacity building 0.013 10.19 0 4.08 2.04 2.04 2.04 0.003 Monitoring 0.002 1.57 0.00 0.31 0.39 0.39 0.24 0.244 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.001 0.78 0.00 0.00 0.00 0.00 0.00 0.78
0.016
FINANCIAL WCDC
No. Head Total costAmount (Rs. in Lakh)
Financial yearUnit
Page 65
783.75
To be entered at PIA Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0.07 54.86 0.00 8.23 10.97 13.72 10.97 10.972 Capacity building 0.0365 28.61 0 11.44 5.72 5.72 5.72 0.003 Monitoring 0.006 4.70 0.00 0.94 1.18 1.18 0.71 0.714 Preparation Of DPR 0.01 7.84 0.00 7.84 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 EPA 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.002 1.57 0.00 0.00 0.00 0.00 0.00 1.57
0.1245
FINANCIAL PIA
No. Head Total costAmount (Rs. in Lakh)
Financial yearUnit
Page 66
783.75
To be entered at WC Level Financial Target Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-171 Administrative 0.03 23.51 0.00 3.53 4.70 5.88 4.70 4.702 Capacity building 0 0.00 0 0.00 0.00 0.00 0.00 0.003 Monitoring 0 0.00 0.00 0.00 0.00 0.00 0.00 0.004 Preparation Of DPR 0 0.00 0.00 0.00 0.00 0.00 0.00 0.005 Evoluation 0 0.00 0.00 0.00 0.00 0.00 0.00 0.006 Epa 0.04 31.35 0.00 31.35 0.00 0.00 0.00 0.00
7Any Other / Consolidation
0.026 20.38 0.00 0.00 0.00 0.00 0.00 20.38
0.096
No. Head Total costAmount (Rs. in Lakh)
Financial yearUnit
Page 67
Format-6Capacity building plan (WCDC)
Projectwise
2011-12 2012-13 2013-14 2014-15 2015-16 2016-1710.19 0.00 4.08 2.04 2.04 2.04 0.00
1 No of trainings planned 0 12 6 6 6 02 No of persons to be trained 0 120 60 60 60 0
Amount (Rs. in Lakh)
Financial yearTotal CostHeadNo.
Page 68
Format-5Capacity building plan (PIA level)
Name of Project : Khuri Kalan Block: Degana District : Nagaur
2011-12 2012-13 2013-14 2014-15 2015-1628.61 0.00 11.44 5.72 5.72 5.72
1 No of trainings planned 30.00 0 12 6 6 62 No of persons to be trained 3000.00 0 1200 600 600 600
Financial yearTotal CostHeadNo.
Page 69
Format -2
Name of Project : Khuri Kalan Block: Degana Distt.: Nagaur
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 58.72 0 0 21.54 25.4 11.78 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 380.2 0 0 136.5 167.66 76.04 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 70
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 54.38 0 6.96 10.88 14.79 10.88 10.88
3.Monitoring 3.1 Monitoring of Projects 7.84 0.00 1.57 1.96 1.96 1.18 1.18
4.Entry Point Activity 4.1 Plan for EPA 31.35 0.00 31.35 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 39.19 0.00 15.68 7.84 7.84 7.84 0.00
5.5 Others 0 06.DPR 6.1 Preparation Of DPR 7.84 0.00 7.84 0.00 0.00 0.00 0.007.Livelihood activities for the asset-less persons
7.1 Plan for Livelihood activities 70.5 0 0 10.50 30.25 25.75 4.00
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 78.39 0 0 15.67 27.44 27.445 7.84
Page 71
Format -1
Name of Project : Khuri Kalan Block: Degana Distt.: Nagaur
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 60 nos0 0 23 25 12 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 72
1.4 Water Harvesting Structure (New created)
1.4.1 Farm ponds 295 nos
0 0 106 130 59 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 73
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 13 nos 0 13 0 0 0 02.2 No. of water extracting unit created
3 nos0 3 0 0 0 0
3.Institution & Capacity Building
3.1 SHG Formation (Newly created) 3.1.1 No. of SHG 174 nos 0 0 21 79 69 5
3.1.2 Total No. of SHGs members 870 nos 0 0 105 395 345 25
3.2.1 No. of SHG assisted nos3.2.2 Total No. of SHGs members nos
3.3 UG Formation 3.3.1 No. of UG 28 nos 0 0 5 10 10 33.3.2 Total No. of members of UGs 140 nos 0 0 25 50 50 15
3.4 Formation of Federation 3.4.1 No. of Federation 10 nos 0 0 2 4 3 1
3.4.2 Total No. of members of Federation 250 nos 0 0 50 100 75 25
3.5 Capacity building 3.5.1 No. of Training 30 nos 0 12 6 6 6 03.5.2 No. of Persons trained 3000 nos 0 1200 600 600 600 0
4.Livelihood activities for the asset-less persons 4.1 No. of activities 202 nos 0 0 26 89 79 8
4.2 No. of Beneficiaries 1010 nos 0 0 130 445 395 40
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 9 nos 0 0 9 9 9 95.6.2 No. of Beneficiaries 740 nos 0 0 111 246 293 90Page 74
Model Estimatewaste weir & earthen bund
IWMP 11-12
1.84
Design as per contour and field topography Abstruct of cost
Area 2 ha. Cost of waste weir 51532Slope 0 to 1 % Cost of earthen bund 25573maximum h 2 mtr. Total 77106maximum lenth of treval 200 mtr. Say 0.77 lacs
Page 75
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 IWMP 11-12
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 76
a = Top width of head wall in m. IWMP 11-12b = 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 77
Safety against overturningIWMP 11-12
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 78
Structural DesignIWMP 11-12
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
0.40
0.9cc 1:4:8
0.3
1.00
0.6
1.00
Side wall
1.2
0.5
0.75
2.25
0.6
0.3
0.45
0.3
Page 79
Estimate IWMP 11-12
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 2239 8679.621
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 1925 17724.244 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 1925 14842.41
cf 42646.98
25C
Page 80
IWMP 11-12Sr. 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 42646.98
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 2466 1959.264
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
26.78 152 4069.906
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 3547 1258.679
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 1.84 0.85 1.56 61.9 96.67742Total 50031.5
3% contengency 1500.94551532.45
Say 0.51
Page 81
IWMP 11-12Earthen bund
Length Left 54Right 50
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 54 2.57 138.6550 2.57 128.38
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 82
Model Estimatewaste weir & earthen bund
IWMP 11-12
2.19
Design as per contour and field topography Abstruct of cost
Area 5 ha. Cost of waste weir 61802Slope 0 to 1 % Cost of earthen bund 45413maximum h 5 mtr. Total 107215maximum lenth of treval 500 mtr. Say 1.07 lacs
Page 83
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 IWMP 11-12
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 84
a = Top width of head wall in m. IWMP 11-12b = 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 85
Safety against overturningIWMP 11-12
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 86
Structural Design IWMP 11-12
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
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 87
Estimate IWMP 11-12
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 2239 10121.46
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 1925 20315.384 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 1925 19019.38
cf 51079.1
Page no. 151
25C
Page 88
IWMP 11-12Sr. 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 51079.1
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 2466 2271.071
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
32.70 152 4969.862
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 3547 1559.357
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 2.19 0.90 1.98 61.9 122.2648Total 60001.66
3% contengency 180061802
Say 0.62 lacs
Page no. 152
Page 89
IWMP 11-12Earthen 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 90
Model Estimatewaste weir & earthen bund
IWMP 11-12
3.01
Design as per contour and field topography Abstruct of cost
Area 10 ha. Cost of waste weir 80328Slope 0 to 1 % Cost of earthen bund 72877maximum h 10 mtr. Total 153206maximum lenth of treval 1000 mtr. Say 1.53 lacs
Page 91
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 IWMP 11-12
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 92
a = Top width of head wall in m. IWMP 11-12b = 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 93
Safety against overturning IWMP 11-12
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 94
Structural Design IWMP 11-12
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
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 95
Estimate IWMP 11-12
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 2239 13176.65
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 1925 26119.414 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 1925 25043.17
cf 66459.77
25C
Page 96
IWMP 11-12Sr. 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 66459.77
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 2466 2904.638
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
40.08 152 6092.693
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 3547 2324.461
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.01 1.11 3.34 61.9 207.0551Total 77988.61
3% contengency 234080328
Say 0.80 lacs
Page 97
IWMP 11-12Earthen bund
Length Left 100Right 108
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 3.67 367.00108 3.67 396.36
763.36 Cum 92 70229.12 cost of Cumath Seed Row Length To.length interwell No per kg
3 208 624 1 450 1.39 Kg 100 138.66673 Seed Sowing (Cumtha) 624 624 mtr 0.62 386.88
70754.673% contengency 2122.64
Total 72877.31
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 98
Model Estimatewaste weir & earthen bund
IWMP 11-12
3.83
Design as per contour and field topography Abstruct of cost
Area 10 ha. Cost of waste weir 89232Slope 1 to 2 % Cost of earthen bund 76031maximum h 20 mtr. Total 165263maximum lenth of treval 1000 mtr. Say 1.65 lacs
Page 99
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 IWMP 11-12
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 100
a = Top width of head wall in m. IWMP 11-12b = 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 101
Safety against overturningIWMP 11-12
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 102
Structural DesignIWMP 11-12
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
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 103
Estimate IWMP 11-12
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 2239 15163.7
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 1925 29524.314 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 1925 26360.05
cf 73484.64
25C
Page 104
IWMP 11-12Sr. 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 73484.64
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 2466 3334.233
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
43.37 152 6592.306
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 3547 2958.405
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.83 1.11 4.26 61.9 263.5247Total 86633.11
3% contengency 259989232
Say 0.89 lacs
Page 105
IWMP 11-12Earthen bund
Length Left 110Right 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 110 3.67 403.70107 3.67 392.69
796.39 Cum 92 73267.88 cost of Cumath Seed Row Length To.length interwell No per kg
3 217 651 1 450 1.45 Kg 100 144.66673 Seed Sowing (Cumtha) 651 651 mtr 0.62 403.62
73816.173% contengency 2214.49
Total 76030.65
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 106
Model Estimatewaste weir & earthen bund
IWMP 11-12
3.08
Design as per contour and field topography Abstruct of cost
Area 15 ha. Cost of waste weir 70524Slope 0 to 1 % Cost of earthen bund 104753maximum h 15 mtr. Total 175278maximum lenth of treval 1500 mtr. Say 1.75 lacs
Page 107
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 IWMP 11-12
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 108
a = Top width of head wall in m. IWMP 11-12b = 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 109
Safety against overturningIWMP 11-12
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 110
Structural Design IWMP 11-12
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
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 111
Estimate IWMP 11-12
IWMP 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 2239 12117.13
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 1925 23743.764 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 1925 20111.83
cf 57913.21
25C
Page 112
IWMP 11-12Sr. 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
125AIWMP 10-11 bf 57913.21
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 2466 2716.708
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
36.02 152 5475.59
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 3547 2192.845
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.08 0.90 2.78 61.9 171.9349Total 68470.29
3% contengency 205470524
Say 0.70 lacs
Page 113
IWMP 11-12
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 114
Model Estimatewaste weir & earthen bund
IWMP 11-12
3.08
Design as per contour and field topography Abstruct of cost
Area 15 ha. Cost of waste weir 79581Slope 1 to 2 % Cost of earthen bund 116909maximum h 20 mtr. Total 196490maximum lenth of treval 1500 mtr. Say 1.96 lacs
Page 115
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 IWMP 11-12
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 116
a = Top width of head wall in m. IWMP 11-12b = 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 117
Safety against overturning
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 118
Structural 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 119
Estimate
IWMP Head wall H.W.E Side wa Toe WallAverage 0.925 0.53 2.18 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 1.25 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 2239 13187.37
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 1925 26170.554 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 1925 24375.79
cf 65856.62
25C
Page 120
Sr. 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
125AIWMP 10-11 bf 65856.62
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 2466 2896.937
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
39.36 152 5982.061
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 3547 2315.808
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.08 1.11 3.42 61.9 211.7609Total 77263.19
3% contengency 231879581
Say 0.79 lacs
Page 121
Length Left 150Right 200
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 3.50 524.63200 3.50 699.50
1224.13 Cum 92 112619.50 cost of Cumath Seed Row Length To.length interwell No per kg
3 350 1050 1 450 2.33 Kg 100 233.33333 Seed Sowing (Cumtha) 1050 1050 mtr 0.62 651
113503.833% contengency 3405.12
Total 116908.95
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 122
Model Estimatewaste weir & earthen bund
IWMP 11-12
3.56
Design as per contour and field topography Abstruct of cost
Area 20 ha. Cost of waste weir 75221Slope 0 to 1 % Cost of earthen bund 130185maximum h 20 mtr. Total 205406maximum lenth of treval 2000 mtr. Say 2.05 lacs
Page 123
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 IWMP 11-12
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 124
a = Top width of head wall in m. IWMP 11-12b = 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 125
Safety against overturningIWMP 11-12
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 126
Structural DesignIWMP 11-12
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
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 127
Estimate IWMP 11-12
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 2239 13191.72
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 1925 25589.814 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 1925 20700.08
cf 61593.12
25C
Page 128
IWMP 11-12Sr. 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 61593.12
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 2466 2956.667
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
37.82 152 5747.906
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 3547 2533.954
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 3.56 0.90 3.21 61.9 198.6803Total 73030.32
3% contengency 219175221
Say 0.75 lacs
Page 129
Earthen bund Length Left 175
Right 255Maximum 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 3.17 554.31255 3.17 807.71
1362.03 Cum 92 125306.30 cost of Cumath Seed Row Length To.length interwell No per kg
3 430 1290 1 450 2.87 Kg 100 286.66673 Seed Sowing (Cumtha) 1290 1290 mtr 0.62 799.8
126392.773% contengency 3791.78
Total 130184.55
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 130
Model Estimatewaste weir & earthen bund
IWMP 11-12
4.11
Design as per contour and field topography Abstruct of cost
Area 20 ha. Cost of waste weir 91259Slope 1 to 2 % Cost of earthen bund 146759maximum h 35 mtr. Total 238017maximum lenth of treval 2000 mtr. Say 2.38 lacs
Page 131
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 IWMP 11-12
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 132
a = Top width of head wall in m. IWMP 11-12b = 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 133
Safety against overturningIWMP 11-12
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 134
Structural Design IWMP 11-12
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
2.57
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
1.57
1.2
0.67
0.9
Page 135
Estimate IWMP 11-12
IWMP 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 2239 15717.61
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 1925 30513.044 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 1925 26330.99
cf 75087.14
25C
Page 136
IWMP 11-12Sr. 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
125AIWMP 10-11 bf 75087.14
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 2466 3446.761
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
43.84 152 6663.712
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 3547 3120.535
8 Pointing 1:3 (1 Cement : 3 Sand) 73
Head wall 1 4.11 1.11 4.56 61.9 282.3479Total 88600.49
3% contengency 265891259
Say 0.91 lacs
Page 137
IWMP 11-12
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 138
Abstruct cost of Tanka with Plantation work
Gen & OBC SC & ST Total10% 5%
1 Cost of tanka 128000.00 12800 6400.00 19200Conservation measure
for water harvesting
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 development of this unit drip irrigation will be taken in convergence with Agriculture ext. Dept.
ProjectContribution
Sr. noMeasuresName of work
Page 139
Design of tanka
Collection of Water = Area * rainfall* 80% Capacity as per Structural design
Catchment Area = ^4*D2 (D= 11.70 Cum= ^4*Dt2 * Hight Dt= Inner diameter of tanka
= 107.4587 SqmRainfall = 0.3 Mtr Dt= 3
Hight = 3.60Collection of water = 25.79008 Cum
25.434 CumCapacity Cum*1000 Capacity Cum*1000
= 25790.08 = 25434
Hence rainfall on catchment area can fillup the tanka by water
ProductionTotal capacity of tanka 25500 LtrUse of water for drinking purpose 40% 10200 LtrAvailable water for plantation 60% 15300 LtrOne watering require 20 Ltr
No of watering per Year 30 No
Total Ltr require per plant per year 600 Ltr
No of plant can survive = Available plantation for Plantation/ water require per plant per year= 25.50
say 25 plant
Page 140
Capacity 25434 LTR
Khuri Kalan IWMP 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 1966 7042.12
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 1925 36597.947 Lintal work supply & fixing in Cement sand mortar 1 : 4 32 4 3.35 0.25 3.35 998 3343.308 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 3.14 3 3.60 33.91 174 5900.69
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 1235 8475.19 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) 20 mm thick on stone 71B 3.14 3.9 0.6 7.35 101 742.11
TOTAL A 69692.70
10 56
51C
25C
Model estimate
6
9
Page 141
Working period D d H h H-h c/c hAngor wall 11.70 11.10 0.6 0.3 0.3 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 11.7 11.7 0.3 32.24and deposited excavated meterial lead op to 150 B 0.785 11.1 11.1 0.3 29.02
A-B 3.22 99 318.94Cement concrete 1:5:10 (1cement:5 sand:10 concrete) A 0.785 11.7 11.7 0.15 16.1240 mm concrete B 0.785 11.1 11.1 0.15 14.51
A-B 1.61 1966 3166.87RR stone mesonary in Cement sand mortar 1 : 6 A 0.785 11.7 11.7 0.75 80.59
B 0.785 11.1 11.1 0.75 72.54 A-B 8.05 1925 15504.14
Cement Plaster 1 : 6 ( 1 cement : 6 sand) 20 mm thick A 0.785 11.7 11.7 107.46on stone B 0.785 11.1 11.1 96.72 A-B 10.74
3.14 11.7 0.6 22.043.14 11.1 0.6 20.91
53.69 101 5423.09Total B 24413.05
3
1
2
4 71B
2B
10
25C
Page 142
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 82 123.98RR 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 1925 1663.20 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 1966 424.66Cement 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 2648.16
soil murram KhurraMis Work 0.3 0 0.15
1 Gate as per voucher L .S. 500Jali inlets L. S. 200Spreding And compection of excaveted soil in required profile A 0.784 11.1 11.1 0.3 28.98
B 0.784 3.9 3.9 0.3 3.58 A-B 25.40 40 1016.06
Dry stone kharnja A 0.784 11.1 11.1 0.15 14.49B 0.784 3.9 3.9 0.15 1.79A-B 12.70 896 11379.92
Lime plaster 1:2 (1 lime : 2 sand) 25 mm thick A 0.784 11.1 11.1 96.60B 0.784 3.9 3.9 11.92A-B 84.67 149 12616.13
5 Hanp - Pamp & Pipe 2000.00Total D 27712.11
Total 124466.02Add 3% contengecy 3733.9806
128200.00Say 128000
1 2A
2 25C
3
4
52
3 52
10
68A
71B
4
Page 143
PLANKhuri Kalan IWMP
11.7
Capacity 25434 Ltr3.9
3 1.2
3.6
11.1
11.7
ROOF 3.6
0.6 0.6 0.3
0.3
3.90 0.93
3.6
cc 1:5:10
3.9
0.6
Page 144
Abstruct cost of Khet Talai with Plantation workArea 0.20 Ha.
Gen /OBC BPL/SC Govt share Farmer share10% 5%
1Cost of Khet Talai 154000.00 15400 7700
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%10916 0 0 9824 1092
Total Cost of tanka unit 194916.00 21400.00 10700.00 9824.40 1091.60
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 145
Design 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 = 83.72
Rainfall = 0.3 MtrHight = 1.50
Collection of water = 180 Cum125.58 Cum
Capacity Cum*1000 Capacity Cum*1000= 180000 = 125580
Hence rainfall on catchment area can fillup the tanka by waterFull capacity 125580Evoporation 30% 37674Daily use for animal and birds 25% 31395
Net avalable water for Horticulture Plantation 56511
Production
One watering require 20 Ltr
No of watering per Year 50 No
Total Ltr require per plant per year 1000 Ltr
No of plant can survive = capacity/ water require per plant per year= 56.511
say 55 plantMinimum 55
Page 146
Model Estimate
Khet Talai Length Width Excavation Above GL Mesonary Wall Width
Water tank For collection of water 9.2 9.1 1.8 0.6 2.1 0.45
Capacity Plant Ha.
0 125580 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 9.2 9.1 1.8 150.696 cum. 84 12658.46
2 Spreding And compection of excaveted soil in required profile 5 1 9.2 9.1 1.8 150.696 cum. 40 6027.84
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 125 B 1 9.2 9.1 0.3 25.116 cum. 2282 57314.71
3 RR stone mesonary in Cement sand mortar 1 : 6 25C 2 8.3 0.45 2.1 15.6872 9.1 0.45 2.1 17.199
32.886 cum. 1919 63108.23
5
50 mm Cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 concrete) 12mm
56
2 8.3 0.45 7.472 9.1 0.45 8.19
15.66 sqm. 247 3868.026 Cement Plaster 1 : 4 ( 1 cement : 4 sand) 25 mm thick 70A 2 8.3 2.1 34.86
2 8.2 2.1 34.4469.3 sqm. 173 11988.9
7Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick on stone 71A
2 9.2 0.6 11.042 9.1 0.6 10.92
21.96 sqm. 151 3315.96158282.1
Excavation will be done by farmer (-) 12658.46Net (a) 145623.7
Hight
Page 147
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 149775.47Add 3 % contengency 4493.26Grand total 154268.74
Say 154000.00
NameBase
Super Structure
25C
71B
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. 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.
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 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 151
Abstruct of cost IWMP 11-12
Horticulture Plantation work with drip
Gen & OBC SC & ST Govt share Farmer share Total20% 10%
1Cost of Horticulture
plantation6700 1340 670 0 0 0
Production Cost of Barbered wire fencing with post fixing
23300 4660 2330Production
Total 30000 6000 3000 0 0 090% 10%
21000 0 18900 2100 21000
Total Cost of unit 51000.00 6000.00 3000.00 18900.00 2100.00 21000.00
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.
Project
3
MeasuresConvergence with Ag.Ext dept.
Cost of Drip irrigation system
Contribution Sr. no Name of work
Page 152
Name of Plant Buded Ber Area 0.2 Ha Spacing 6.3
Horticulture Cost per plant No. of per ha. Plants 50.39053
IWMP 11-12 say 50
Year No./Year
1 Diging of pit 1 0.9 0.9 0.9 0.73 cum. 61.5 59.20 29602 Apply of manure
(A) Compost Khad 5.00 kg. 0.4 2.00 100(B) S.S.P. (16%) 1.00 kg. 4 4.00 200(C) Endosulphan (4%) 100 gm 0.10 kg. 30 3.00 150
3Mixing with soil & fillingpit 1 0.9 0.9 0.75 0.61 cum. 27 23.69 1184.5
4 Plant cost 1 1.00 No 10 15.00 7505 Planting tree 1.00 No. 2.2 3.20 1606 Weeding & hoeing 3 1 3.00 No. 0.9 3.90 1957 Sprey
(A) Endosulphan (35 ec) 3 0.01 Ltr 0.03 Ltr. 280 8.40 420(B) Sulpher 3 0.02 Kg 0.06 200 12.00 600
8
Trancepotation of Plant from Jodhpur 100 km including loading and unloading 1.00 no 1.25 1.25 62.5TOTAL 134.39 6719.5
6700Note :- And also Provide 50% subcidy for Bird net
Farmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)
Farmer will ensured for Watch and Ward by himself
Farmer 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.
Model estimate
S.No DiscriptionTotal
Length Width Hight Qty Unit Rate AmountAmount for 50 Plants
Page 153
Fencing post
2.1 0.15
0.1
No of post 100
Name of work Item no. No Lingth Width Hight Qty Unit RateCement concrete 1:2:4 100 2.1 0.125 0.15 3.9375 Cum 3137 12351.9
Centering & shutering 100 2.1 0.3 63 Sqm 105 6615Mtr Kg/Mtr
Rain forcement with tor bar 6mm bar 300 2.1 630 0.282 177.66 KG
Ring specing 0.20 mtr & Hook 6mm 1050 0.4 420 0.282 118.44 KG
296.1 KG 68.2 20194
Cost for 100 posts 39161
Cost for one post 391.61Add 3% contengency 11.7483
403.358
Say 400.00
Model estimate
0.15
Page 154
Model estimateArea 0.2 Ha Specing
Length 178.8854 mtr. 6.5No of post As per length= Length/specing 27.5Two Aditional post require at corner 8
35.52Fencing will be done by Project Say 36
S.No Discription Item no. No Length of single wire
Total length Kg/mtr Quantity Unit Rate Amount
1Supply of barberbed wire fencing 14 gauge 65 6 178.89 1073.3 0.08 85.865 Kg 64 5495.361
2 Supply of cement concrete post mo.est. 36 36 No 400 14400
3 Trancepotation of posts 2 km. 194C 36 0.05 1.8 Cum 66.7 120.06
4Trancepotation of posts to pit up to one km. 36 36 No 18.75 675
5fixing of Rcc post in 45 cm. deep pit 2B 36 0.45 0.45 0.45 3.2805 Cum 70 229.635
6 Cost of binding wire mo.est. 10 Kg 70 700
7 Tidening of barberded wire 5.5/forest 1073.31 mtr 0.95 1019.647
22639.7
Add 3% contengency 679.1911
23318.89
Say 23300
Page 155
Silvi Pasture DevelopmentArea 7 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 7 25 175 120 21000 20 3500 17500 52500
Dhaman 0.32 Dhaman grass 7 2000 14000 5 70000 1 14000 56000 168000Kumatha 2.94 73500 220500Fencing 2.60Gate 0.20Total 6.06 lacs
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 6.06 3.74
Prodoction Expenditure
Page 156
Estimate for Dhaman Sowing
Dhaman require =5 kg/ha 35 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 7 Ha. 850.5 5953.5
2Making of balls of grass
seed(1:1:2:2) 1 grass seed:1FYM : 2 sand : 2 clay
3/1/9 forest 35 Kg. 35.00
Per 6 kg meterial 24.99 145.8
3Grass seed sowing by twice plough with Tractor in pasture development areas 10 7 Ha. 2757.72 19304.0
4 Cost of seed CAZARI Jodhpur 35 Kg 120 4200
5
sowing of grass seeds by sprinkling and convering it in the area which has already been ploughed
Forest BSR 7 Ha. 135 945
30548.3Contengency 3% 916.45Grand total 31464.8
Say 0.32
Page 157
Model estimate for Kumatha Plantation Silvi Pasture Development
Available Area 7 Ha.Total
LengthTotal no of
Plants Say
1587 1587.4508 1600
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 35042 Mixing soil & filling pit 5 1 0.3 0.3 0.3 0.03 cum. 40 1.08 17283 Cost of Plant 1.00 No. 10 10.00 160004 Planting tree 133(B) 1.00 No. 3.2 3.20 51205 Making thavla 137(B) 3 1 3.00 No. 1.9 17.10 273606 Watering 135 3 6 18.00 no 1.9 34.20 54720
Total month
per month days Total days
7 Watch & ward Minimum
wetges 3 1236 26 936.00 Month 147 86 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 9806.4
9 Chokidar hut 30000TOTAL 160 285830
Contengency 3% 8575Grand total 294405
Say 2.94Problem & 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 %
Plant to pant Spacing (mtr.)
1
DiscriptionTotal
S.No Total Amount
RateAmount for per plant
UnitLength Width Hight Qty
Page 158
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
Total length 264.575 1058.3 1.5 1587Area 7 Ha Length 1587.45 mtr. Specing 6
Say 1600No of post As per length 266.67
Fencing will be done by Project Two Aditional post require after every 10 Posts 77Net 343.67
Say 344.00
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 1587 7937.3 0.08 634.98 Kg 64 40638.742 Supply of cement concrete post mo.est. 344 344.00 No 540 185760.003 Trancepotation of posts 2 km. 194C 344 0.0393 13.52 Cum 66.7 901.734 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 7937.25 mtr 0.95 7540.3912
252889.83Add 3% contengency 7586.69
260476.53Say 2.6
Model estimate
0.15
3
Page 159
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
Page 160
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 161
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
10 BSR njkssa es laHkkohr c<ksrjh mDr njsa 2012 dh gSAub njsa ftyk nj fu/kkZj.k lfefr }kjk r; dh tkuh gSA
1400.00dqy ;ksx 21511.59
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 162
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 163
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.
CHAPTER - VIII Enclosures -
Ravindra Joshi S.R. BanjaraAssistant Engineer, PIA Project Manager, WCDCWD&SC P.S.Mundwa WD&SC.Distt.Nagaur
Page 164
Page 165
Page 166
Page 167
Page 168
Page 169
Page 170
Page 171
Page 172
Page 173
Base MapNagour(IWMP)25/2011-12
Degana-2(Nagour)
Nagaur
Degana
KHUDI KALA
KHUDI KALA
PANDWALA
DUGOR ACHLA
KHURDI KHURD
JODHDAS
CHURIYAS
TREATED AREA
74°10'0"E
74°1
0'0"
E
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
6'0"
N
26°5
6'0"
N
26°5
5'0"
N
26°5
5'0"
N
26°5
4'0"
N
26°5
4'0"
N
26°5
3'0"
N
26°5
3'0"
N
26°5
2'0"
N
26°5
2'0"
N
µ
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
Kota Baran
Ganganagar
Bundi
Sirohi
Karauli
Chittaurgarh Jhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Bans
wara
Rajsa
mand
Dungarpur
Dhaulpur
Sawai Madhopur
1 centimeter = 100 meters
Legend Type Area (Ha) Allocated Area 5225
Gram Panchayat Boundary 5742.60
Village Boundary 5230.79 Treated Area 511.81
Settlement 87.66
Medium Road 20.99
Village Road 5.45
Other Road 40.99
Water Body 4.24
0 0.5 10.25KM
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
KHUDI KALA
CHURIYAS
JODHDASKHUDI KALA
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
1'0"
N
26°5
1'0"
N
26°5
0'0"
N
26°5
0'0"
N
26°4
9'0"
N
26°4
9'0"
N
26°4
8'0"
N
26°4
8'0"
N
KHUDI KALA
PANDWALA
CHURIYAS
DUGOR ACHLAKHURDI KHURD
JODHDAS
Legend Village Name Gram Panchayat Name Area (Ha) CHURIYAS KHUDI KALAN 649.05
DUGOR ACHLA KHUDI KALAN 693.05
JODHDAS KHUDI KALAN 306.39
KHUDI KALAN KHUDI KALAN 2145.63
KHURDI KHURD KHUDI KALAN 195.15
PANDWALA KHUDI KALAN 1241.51
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
Page 174
Khasara MapNagour(IWMP)25/2011-12
Degana-2(Nagour)
Nagaur
Degana
KHUDI KALA
KHUDI KALA
PANDWALA
DUGOR ACHLA
KHURDI KHURD
JODHDAS
CHURIYAS
TREATED AREATreated Area
85
48
98
36
3
1
7
197
67
2
19
10
225
76
28
3
16
437
126
88
31
127
20
122
77
83
14
68
20
65
6
74
128
82
62
17
81
90
120
50
88
198
9
156
91
43
62
85
224
22
44
66
96
41
184
91
17
38
151
159
118
49
74
203
190
44
179
50
11
103
104
120188
613
8
400
40
154
72
117
39
5
18
57
34
314
37
40
200
25
4
105
41
17
87
8
3
29
192
130
595
58
56
67
543
7
195
52
9
207
133
9
134
202
611
71
43
74
99
116
108
2
89
6
8
326
60
101
14
5
171
131
48
22
6
633
15
5
60
23
442
150
195/2
98
4
51
553
2
642
42
167
5
151
383
6
202
71
391
79
586
77
82
8
384
35
118
12
318
6
121
240
13
72
388
223
458
98
323
183
21332
84
265
1
81
44
86
190
99
257
19
135
266
105
158
21
190
70
69
128
183
228
243
208
487
206
282
51
392
69
161
33
325
307
50
80
55
53
1
20
84
23
7
124
46
63
49
24
183
33
591
119
135
240
579
409
68
21
194
570
129
110
39
505
59
32
375
103
573
210
25
197
532
35
422
15
126
20
47
18
64
317
37
138
635
26
59
100
284
149
636
1
18
79
61
52
70
76/1
159
54
99
367
192
316
529
247
138
303
18
575
64
226
1
133
389
81
83
452
588
564
93
106
78
213
255
102
606
140
631
349
491
112
61
66
90
596
298
5/1
57
132
104
176
30
47
84
175
89
1
604
374
34
651
56
41
457
444
75
31
377
208
568
25
469
556
185
480
518
152
196
24
34
248
31
133
82
28
8
87
305
59
145
193
580
11
587
95
65
355
16
593
32
45
80
30
171
192
33
201
223
194
478
555
364
615
169
170
411
44
135
366
165
557
11
79
644
91
199
141
87
179/4
321
208
311
621
80
395
28
590581
520
224
561
96
640
627
562
101
55/1
140
299
19
2
54
97
191
45
10
396
229
147
219
35
500
135
469
488
463
624
601
139
132
648
215
153
136
39
300
187
73
181
231
616
583
496
546
242
123
125
191
235
180
519
8
146
471
470
4
639
286
630
594
45
527
540
100
425
653
415
178
166
26
333
30
220
95
42
551211
274
186
385
10
119
55
92
272
387
94
86
150
404
550
230
87
98
38 216
32
149
168
148
221
27
80
112234
60
88
205
647
306
650
608
46
423
55
40
127
378
232
531
63
312
322
24
81
207
85
259
137
197/1
93
92
36
155
78
386
39
269
212
113
258
467
22
356
645
92
66
5
577
178
459
194
345
32
71
67
152
393
394
94
177
73
302
449
137
179/1
324
195
243
217
54
58
241
42
499
101
541
214
204
88
193
451
490
566
236
351
146
129
95
242
12
461
401
193/1
544
234/2
227
50
53
49
328
42
62
222
609
357
309
181
182
629
346
153
110
521
134
124
92
43
134
507
610
206
29
57
10 210
3
534
30
145
123
16
94
29
169
107
165
108
27
4
626
157
56
48/1
15
597
372
78
607
273
439
173187
643
27
525
43
614
655
65
134
477
371
185
617
144
516
106
13
141
158
93
320
184
481
310
93
524
84625
380
195
97
110
600
598
14
41
182
197
589
406
234/5
199
189
174
108193
145
209
542
382
195
528
106
209
15
56
198
526
462
69
420
139
281
153/2
464
343
634
185
79
363
13
548
425/1
290
49/1
234/4
652
35
23328
599
445
11
139
227
649
283
129
656
218
179
147
58
222
424
139
571
26
36
199
327
196
313
498
203
308
654
210289
179
109
340
57
82
153/1
622
254
489
381
267
75
582
29
278
476
238
114
263
584
334
164
85
7
535
268
292
592
222/1
170
492
90
474
241
37
25
660
38
219
250
167
195/1
341
128
154
249
89
144
638
637
362
460
585
237
149
146
275
107
234/3
472
612
205
225
147148
657
402
483
260
73
200
251
64
191
201
6/1
12
465
205
153/1
58
38
236
419
239
261
418
256
137
569
97
565
515
417
413
291
61
136
162
276
116
138
231
27/1
35
252
253
204
179/7
6/2
97
484
416
502
155
13
560
319
235
200
91
623
72
45
233
361
102
354
198/1
13
628
150
169
172
46
466
111
549
143
661
211
89
218
23
109
658
4
522
173
118
196
33
602
659
111
220
226
171
414
59
73/2
539
237
195/1
288
164
403
7
405
90
17
40
338
331
620
133/1
142
22
301
125
67
559
48
180
66
75
337
27
223
501113
234
70
142
232
99
407
83
270
304
166
428
448
73
184
94
31
187
128
115
63
239
221
339
129
140
168
27
131
151
438
335
25
440
73/1
344
143
350
189
222
504
517
294
212
71
558
1633
436
65
379
198
147
157
72
182
224
188
167
115
234/1
107
186
53
217
293
486
485
153
397
206
78
53
222/1
163
390
209
172
233/1
184/4
213
175
130
12
202
523
96
497
124
63
114
174
203
101
131
82
11
426
126
142
201
552
64
214
214
142
211
133
285
162
353
429
646
139/1
76
125
165
233/2
277
77
225220
191
112
399
9
619
184/3
213
21
160
113
453
618
9
152
238
358
132
336
493
115
125
126
3/1
330
74
116
69
554
137
68
229
246
227
144
447
228
352
148
421
34
212
181
36
443
65
102
27
77
19
120
60
216
70
178/1
184/1
158/1
244245
376
219
174
216
76
122
296
26
62
51
279
16
456
168
141
506
23
2
122/1
47
221
9
348
287
218
68
130
76
28
347
86
143
14
537
105
86
46
6
140
280
117
3
47
123
512
83
475
329
178
138
360
398
176
482
156
109
177
7
503
533
5224
473
75
297
207
61
155
2
359
170
427
494
127
190
103
547
184/2
119
342
51
163
408
48
215
136
160
204
121
455
111
12249
164
104
24
454
52
161
536
226
103
180
495
215
100
154
102
100
603
572
508
271
230
513
373
95
567
538
96
576509
28/1
365
632
26
10
11/2
37
574
578
315
12
412
441
605
563
545
446
11/1
530
514
121
510
217
114117
262
156
311/1 450
641
264
26 145
4
74°10'0"E
74°1
0'0"
E
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
6'0"
N
26°5
6'0"
N
26°5
5'0"
N
26°5
5'0"
N
26°5
4'0"
N
26°5
4'0"
N
26°5
3'0"
N
26°5
3'0"
N
26°5
2'0"
N
26°5
2'0"
N
µ
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
Kota Baran
Ganganagar
Bundi
Sirohi
Karauli
Chittaurgarh Jhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Bans
wara
Rajsa
mand
Dungarpur
Dhaulpur
Sawai Madhopur
1 centimeter = 100 meters
Legend Type Area (Ha) Allocated Area 5225
Gram Panchayat Boundary 5742.60
Village Boundary 5230.79 Khasara Boundary 5230.79
Treated Area 511.81
Koop 1 Nos
Sihada Patthar 23 Nos
Abadi 2 Nos
0 0.5 10.25KM
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
KHUDI KALACHURIYAS
JODHDASKHUDI KALA
KHUDI KALA8
68
74
67
95
20
43
5
92
84
7
72
37
22
30
80
77
27436
49
48
79
178
36
18
13
34
85
6
93
44
194
6
371
70
35
27
29
39
435
87
26
112
19
40
78
32
15 26
73
4
151
191
71
38
27/1147
193
349
96
50
437
23
94
1
22
3
12214
180
120
76
196
192
103/2
148
17
99
65
90
16
28
103
204
45
13
182
17429
140
31
66
147
41
105
198
86
189
203
178/1
369
42
116
159
17
81
28/1
12
179
18
434
185
121
153
197
28
49
21
190
53
83
91
14/1
104
109
82
149
79/1
33
14
146
31/1177
29
21
62 57
160
108
64
75
103/1
10
145
3/1
31/2
142163
103
55
126
88
97
9
16
119
118
123
370433
346
348
25
152
194/1
25
52
175
139
36
125
124
98
54
15
107
11367
117
372
100
176
157
106
58
186
156
46
114185
31
198
101
199
141
161
31
115
164
23
184
9769
20
24
62
2
89
5
110
19
51
59
347
30
181
24
170
200
356
187
374
368
162
158
373358350
28
113
183
12
109
157
97
110
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
1'0"
N
26°5
1'0"
N
26°5
0'0"
N
26°5
0'0"
N
26°4
9'0"
N
26°4
9'0"
N
26°4
8'0"
N
26°4
8'0"
N
KHUDI KALA
PANDWALA
CHURIYAS
DUGOR ACHLAKHURDI KHURD
JODHDAS
Legend Village Name Gram Panchayat Name Area (Ha) CHURIYAS KHUDI KALAN 649.05
DUGOR ACHLA KHUDI KALAN 693.05
JODHDAS KHUDI KALAN 306.39
KHUDI KALAN KHUDI KALAN 2145.63
KHURDI KHURD KHUDI KALAN 195.15
PANDWALA KHUDI KALAN 1241.51
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
Page 175
LULC MapNagour(IWMP)25/2011-12
Degana-2(Nagour)
Nagaur
Degana
KHUDI KALA
KHUDI KALA
PANDWALA
DUGOR ACHLA
KHURDI KHURD
JODHDAS
CHURIYAS
Treated Area
85
48
98
36
3
1
7
197
67
2
19
10
225
76
28
3
16
437
126
88
31
127
20
122
77
83
14
68
20
65
6
74
128
82
62
17
81
90
120
50
88
198
9
156
91
43
62
85
224
22
44
66
96
41
184
91
17
38
151
159
118
49
74
203
190
44
179
50
11
103
104
120188
613
8
400
40
154
72
117
39
5
18
57
34
314
37
40
200
25
4
105
41
17
87
8
3
29
192
130
595
58
56
67
543
7
195
52
9
207
133
9
134
202
611
71
43
74
99
116
108
2
89
6
8
326
60
101
14
5
171
131
48
22
6
633
15
5
60
23
442
150
195/2
98
4
51
553
2
642
42
167
5
151
383
6
202
71
391
79
586
77
82
8
384
35
118
12
318
6
121
240
13
72
388
223
458
98
323
183
21332
84
265
1
81
44
86
190
99
257
19
135
266
105
158
21
190
70
69
128
183
228
243
208
487
206
282
51
392
69
161
33
325
307
50
80
55
53
1
20
84
23
7
124
46
63
49
24
183
33
591
119
135
240
579
409
68
21
194
570
129
110
39
505
59
32
375
103
573
210
25
197
532
35
422
15
126
20
47
18
64
317
37
138
635
26
59
100
284
149
636
1
18
79
61
52
70
76/1
159
54
99
367
192
316
529
247
138
303
18
575
64
226
1
133
389
81
83
452
588
564
93
106
78
213
255
102
606
140
631
349
491
112
61
66
90
596
298
5/1
57
132
104
176
30
47
84
175
89
1
604
374
34
651
56
41
457
444
75
31
377
208
568
25
469
556
185
480
518
152
196
24
34
248
31
133
82
28
8
87
305
59
145
193
580
11
587
95
65
355
16
593
32
45
80
30
171
192
33
201
223
194
478
555
364
615
169
170
411
44
135
366
165
557
11
79
644
91
199
141
87
179/4
321
208
311
621
80
395
28
590581
520
224
561
96
640
627
562
101
55/1
140
299
19
2
54
97
191
45
10
396
229
147
219
35
500
135
469
488
463
624
601
139
132
648
215
153
136
39
300
187
73
181
231
616
583
496
546
242
123
125
191
235
180
519
8
146
471
470
4
639
286
630
594
45
527
540
100
425
653
415
178
166
26
333
30
220
95
42
551211
274
186
385
10
119
55
92
272
387
94
86
150
404
550
230
87
98
38 216
32
149
168
148
221
27
80
112234
60
88
205
647
306
650
608
46
423
55
40
127
378
232
531
63
312
322
24
81
207
85
259
137
197/1
93
92
36
155
78
386
39
269
212
113
258
467
22
356
645
92
66
5
577
178
459
194
345
32
71
67
152
393
394
94
177
73
302
449
137
179/1
324
195
243
217
54
58
241
42
499
101
541
214
204
88
193
451
490
566
236
351
146
129
95
242
12
461
401
193/1
544
234/2
227
50
53
49
328
42
62
222
609
357
309
181
182
629
346
153
110
521
134
124
92
43
134
507
610
206
29
57
10 210
3
534
30
145
123
16
94
29
169
107
165
108
27
4
626
157
56
48/1
15
597
372
78
607
273
439
173187
643
27
525
43
614
655
65
134
477
371
185
617
144
516
106
13
141
158
93
320
184
481
310
93
524
84625
380
195
97
110
600
598
14
41
182
197
589
406
234/5
199
189
174
108193
145
209
542
382
195
528
106
209
15
56
198
526
462
69
420
139
281
153/2
464
343
634
185
79
363
13
548
425/1
290
49/1
234/4
652
35
23328
599
445
11
139
227
649
283
129
656
218
179
147
58
222
424
139
571
26
36
199
327
196
313
498
203
308
654
210289
179
109
340
57
82
153/1
622
254
489
381
267
75
582
29
278
476
238
114
263
584
334
164
85
7
535
268
292
592
222/1
170
492
90
474
241
37
25
660
38
219
250
167
195/1
341
128
154
249
89
144
638
637
362
460
585
237
149
146
275
107
234/3
472
612
205
225
147148
657
402
483
260
73
200
251
64
191
201
6/1
12
465
205
153/1
58
38
236
419
239
261
418
256
137
569
97
565
515
417
413
291
61
136
162
276
116
138
231
27/1
35
252
253
204
179/7
6/2
97
484
416
502
155
13
560
319
235
200
91
623
72
45
233
361
102
354
198/1
13
628
150
169
172
46
466
111
549
143
661
211
89
218
23
109
658
4
522
173
118
196
33
602
659
111
220
226
171
414
59
73/2
539
237
195/1
288
164
403
7
405
90
17
40
338
331
620
133/1
142
22
301
125
67
559
48
180
66
75
337
27
223
501113
234
70
142
232
99
407
83
270
304
166
428
448
73
184
94
31
187
128
115
63
239
221
339
129
140
168
27
131
151
438
335
25
440
73/1
344
143
350
189
222
504
517
294
212
71
558
1633
436
65
379
198
147
157
72
182
224
188
167
115
234/1
107
186
53
217
293
486
485
153
397
206
78
53
222/1
163
390
209
172
233/1
184/4
213
175
130
12
202
523
96
497
124
63
114
174
203
101
131
82
11
426
126
142
201
552
64
214
214
142
211
133
285
162
353
429
646
139/1
76
125
165
233/2
277
77
225220
191
112
399
9
619
184/3
213
21
160
113
453
618
9
152
238
358
132
336
493
115
125
126
3/1
330
74
116
69
554
137
68
229
246
227
144
447
228
352
148
421
34
212
181
36
443
65
102
27
77
19
120
60
216
70
178/1
184/1
158/1
244245
376
219
174
216
76
122
296
26
62
51
279
16
456
168
141
506
23
2
122/1
47
221
9
348
287
218
68
130
76
28
347
86
143
14
537
105
86
46
6
140
280
117
3
47
123
512
83
475
329
178
138
360
398
176
482
156
109
177
7
503
533
5224
473
75
297
207
61
155
2
359
170
427
494
127
190
103
547
184/2
119
342
51
163
408
48
215
136
160
204
121
455
111
12249
164
104
24
454
52
161
536
226
103
180
495
215
100
154
102
100
603
572
508
271
230
513
373
95
567
538
96
576509
28/1
365
632
26
10
11/2
37
574
578
315
12
412
441
605
563
545
446
11/1
530
514
121
510
217
114117
262
156
311/1 450
641
264
26 145
4
TREATED AREA
74°10'0"E
74°1
0'0"
E
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
6'0"
N
26°5
6'0"
N
26°5
5'0"
N
26°5
5'0"
N
26°5
4'0"
N
26°5
4'0"
N
26°5
3'0"
N
26°5
3'0"
N
26°5
2'0"
N
26°5
2'0"
N
µ
Jaisalmer
Barmer
Bikaner
Pali
Churu
Jodhpur
Nagaur
Jalor
Jaipur
Udaipur
Sikar
Tonk
Alwar
Ajmer
Bhilwara
Kota Baran
Ganganagar
Bundi
Sirohi
Kara
uli
Chittaurgarh Jhalawar
Hanumangarh
Dausa
Bharatpur
Jhunjhunun
Bans
wara
Rajsa
mand
Dungarpur
Dhaulpur
Sawai Madhopur
1 centimeter = 100 meters
Legend Type Area (Ha) Allocated Area 5225
Gram Panchayat Boundary 5742.60
Village Boundary 5230.79 Khasara Boundary 5230.79
Treated Area 511.81
Settlement 87.66
Road 67.42
Water Body 4.24
Fallow Land 227.50
Land With Scrub 1.67
Land Without Scrub 238.61
Wet Land 0.25
Rabi crop 89.68
Kharif Crop 4336.44
Rabi And Kharif Crop 177.23
0 0.5 10.25KM
Watershed Development & Soil Conservation,Pant Krishi Bhawan, Jaipur
KHUDI KALACHURIYAS
JODHDASKHUDI KALA
KHUDI KALA8
68
74
67
95
20
43
5
92
84
7
72
37
22
30
80
77
27436
49
48
79
178
36
18
13
34
85
6
93
44
194
6
371
70
35
27
29
39
435
87
26
112
19
40
78
32
15 26
73
4
151
191
71
38
27/1147
193
349
96
50
437
23
94
1
22
3
12214
180
120
76
196
192
103/2
148
17
99
65
90
16
28
103
204
45
13
182
17429
140
31
66
147
41
105
198
86
189
203
178/1
369
42
116
159
17
81
28/1
12
179
18
434
185
121
153
197
28
49
21
190
53
83
91
14/1
104
109
82
149
79/1
33
14
146
31/1177
29
21
62 57
160
108
64
75
103/1
10
145
3/1
31/2
142163
103
55
126
88
97
9
16
119
118
123
370433
346
348
25
152
194/1
25
52
175
139
36
125
124
98
54
15
107
11367
117
372
100
176
157
106
58
186
156
46
114185
31
198
101
199
141
161
31
115
164
23
184
9769
20
24
62
2
89
5
110
19
51
59
347
30
181
24
170
200
356
187
374
368
162
158
373358350
28
113
183
12
109
157
97
110
74°9'0"E
74°9
'0"E
74°8'0"E
74°8
'0"E
74°7'0"E
74°7
'0"E
74°6'0"E
74°6
'0"E
26°5
1'0"
N
26°5
1'0"
N
26°5
0'0"
N
26°5
0'0"
N
26°4
9'0"
N
26°4
9'0"
N
26°4
8'0"
N
26°4
8'0"
N
KHUDI KALA
PANDWALA
CHURIYAS
DUGOR ACHLAKHURDI KHURD
JODHDAS
Legend Village Name Gram Panchayat Name Area (Ha) CHURIYAS KHUDI KALAN 649.05
DUGOR ACHLA KHUDI KALAN 693.05
JODHDAS KHUDI KALAN 306.39
KHUDI KALAN KHUDI KALAN 2145.63
KHURDI KHURD KHUDI KALAN 195.15
PANDWALA KHUDI KALAN 1241.51
WAPCOS LIMITED76-C, SECTOR-18,INSTITUTIONAL AREA,GURGAON - 122015 (HARYANA)
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