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Government of Rajasthan
RURAL DEVELOPMENT
& PANCHAYATI RAJ DEPARTMENT
Watershed Development & Soil Conservation Department Rajasthan, Jaipur
District Watershed Development Unit - Sikar
Detailed Project Report
IWMP (20010-11) - JHARLI (Sikar-XI)
Project Area : 6055.24 ha. Project Cost : Rs. 908.28 Lakhs
Submitted by :- Project Implementing Agency
Assistant Engineer Panchayat Samiti, Khandela
Page 1
DPR TEMPLATE Index
S.No Topics Page no.
1 Chapter
Location General Features of watershed (Cost and Area details) Climatic and Hydrological information Other Development Schemes in the project area Details of infrastructure in the project areas Institutional arrangements (,DWDU,PIA,WDT,WC)
2 Chapter Basic Data ,Analysis and Scope
2.1 Demography Details 2.2 Development Indicators 2.3 Land use 2.4 Agriculture status and Productivity Gap Analysis 2.5 Horticulture/Vegetable/Floriculture status 2.6 Land holding pattern 2.7 Livestock status 2.8 Fodder status 2.9 Farm Implements 2.10 NREGS Status 2.11 Migration details 2.12 Livelihood Details. 2.13 Existing SHG 2.14 Ground Water details 2.15 Drinking Water Status 2.16 Water use efficiency 2.17 Slope details 2.18 Water Budgeting 2.19 Soil Details 2.20 Soil erosion status
3 Chapter Proposed Development Plan
4 Chapter Activity wise Total Abstract of cost
5 Chapter Annual Action Plan
5.1 Project fund 5.2 Convergence Plan
6 Chapter Project outcomes
7 Technical designs and estimates for proposed activities
Page 2
8 Enclosures
8 .1 Maps 1. Location –District, block, village, watershed location map 2. Map of Project with Watershed Boundary demarcation in cadastral map 3. Land Use Land Cover map 4. Existing water bodies, DLT 5. PRA Map (along with photos & paper drawing) 6. GIS based intervention map 7. Treatment map ie proposed works on revenue map
8.2 Documents of Agreements:
Proceedings of gram sabha for EPA approval
Proceedings of gram sabha Resolution for committee constitution
Documents related to PRA exercise
Proceedings of gram sabha for DPR approval
Proceedings of Panchayat Samiti General body for DPR approval
Watershed Committee Registration certificate
MoU – PIA – DWMA, PIA – WC(in case of NGO as PIA)
Page 3
CHAPTER – I INTRODUCTION
Location.
JHARLI Project is located in khandela Block, of SIKAR district. The project area is
between the latitudes 27O 48’-58’, & longitudes 75O 45’-52’. It is at a distance of 62 km
from its Block head quarters and 107 Kms from the district head quarters. There are 09 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) IWMP
(a) Name of Catchment JHARLI
(b) Name of watershed area(local name) JHARLI
© Project Area 6323
(d) Net treatable Area 6055.24
e) Cost of Project 902.28
f) Cost/hectare 15000
g) Year of Sanction 2010-11
h) Watershed Code WATERSHED
i) No. of Gram Panchayats in project area 05
j) No. of villages in project area 09
k) Type of Project Desert
l) range (%)Slope 1 To20 %
Macro/micro Name of Gram Panchayat Name of Villages Covered Census code
of villages Area
JHARLI JHARLI 01739300 1520 KALYANPURA(thoi) SURANI 01739100 1291 HATHIDEH HATHIDEH 01738700 969 DEVIPURA 01738800 707
HERDAS KA BAS HARDAS KA BAS 01738900 460
BURJA KI DHANI BURJA KI DHANI 01 576 HARIPURA 01739200 150
KHIROTI (MANROOP PURA)
01738400 500
BHURAN PURA 01738500 150
Page 4
The watershed falls in Agroclimatic Zone 2A .The soil texture is SANDY LOAM,CLAY The
average rainfall is 422cm . The temperatures in the area are in the range between 30 to 48
centigrade during summer and 0.5 to 38 centigrade during winter. The major crops in the
area are (Bajra, Chawla, Guar, Wheat, Gram, Masted). land is under cultivation 4209.83, 69.52%, land fallow 6.85% land is wasteland 23.56% land is irrigated through well, Tube well 532 No of households are BPL(11.04% households) 68 are landless
households(1.41% households) and 4343 household are small and marginal
farmers(90.14% household) .Average land holding in the area is 0.96 ha. 90.95% area is
single cropped area and 25.80% is double cropped. The main source of irrigation is Tube well. The average annual rainfall (5 years) in the area is 422 mm. The major festivals in
the village are Holi, Deepawli & Raksbandhan. At present this village is having 22491
population with Communities like Jat, Gurjar, Rajpoot , Meena,Yadav, brahaman,nai,and Kumawat, Balai etc..
Climatic and Hydrological information 1 Average Annual Rainfall(mm)
Year Average Annual ainfall(mm) 1 2002 152 2 2003 466 3 2004 299 4 2005 487 5 2006 444 6 2007 230 7 2008 622 8 2009 304 9 2010 812
10 2011 408
2 Average Monthly rainfall (last ten years) Month Rainfall(mm) i) June 58.90 ii) July 143.10 iii) August 96.40 iv) September 60.10
3 Maximum rainfall intensity (mm) Duration rainfall
intensity(mm) i) 15 minute duration 65 ii) 30 minute duration 80 iii) 60 minute duration 100
Page 5
4 Temperature (Degree C) Season Max Min i) Summer Season 48 30 ii) Winter Season 38 0.5 iii) Rainy Season 42 18
4. Details of infrastructure in the project areas
Parameters Status (i) No. of villages connected to the main road by an all-
weather road 09
(ii) No. of villages provided with electricity 09 (iii) No. of households without access to drinking water 57 (iv) No. of educational institutions : (P)
31
(S)
04
(HS)
02
(VI) Nil
Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)
(v) No. of villages with access to Primary Health Centre 2
(vi) No. of villages with access to Veterinary Dispensary 4 (vii) No. of villages with access to Post Office 6 (viii) No. of villages with access to Banks 02 (ix) No. of villages with access to Markets/ mandis Nil (x) No. of villages with access to Agro-industries Nil (xi) Total quantity of surplus milk 37 Qu./day (xii) No. of milk collection centres (U)
07
(S) 6
(PA)
Nil
(O)
Nil (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
(xiii) No. of villages with access to Anganwadi Centre 9 (xiv) Any other facilities with no. of villages (please specify)
(xv) Nearest KVK SIKAR (Fatehpur) (xvi) cooperative society (xvii) NGOs (xviii) Credit institutions
(i) Bank 02 (ii) Cooperative Society 0
(xix) Agro Service Centre's
Page 6
5. Institutional arrangements (SLNA,DWDU,PIA,WDT,WC, Secretary) DWDU Details
PIA particulars
WDT Particulars:
1 2 3
S.No Particulars Details of DWDU
1. PM ,DWDU Zila Parishad sikar
2. Address with contact no., website Zila Parishad sikar
3. Telephone 01572-259248
4. Fax 01572-259527
5. E-mail [email protected]
1 2 3
S.No Particulars Details of PIA
6. Name of PIA Assistant Engineer P.S. Khandela
7. Designation Ass. Eng.
8. Address with contact no., website P.S. Khendla
9. Telephone 01575-260023
10. Fax 01575-260023
11. E-mail
1 2 3 4 5 6 7 8
S.No
Name of WDT member
M/F Age Qualification Experience in watershed(Yrs)
Description of professional training
Role/ Function
1 Mangal Chand
M 40 M.Sc. (Ag) Four year M.Sc. (Ag) All Agriculture activity
2 Sishpal Mordiya
M 32 M.A(Soci.) Four year M.A(Soci). All Social activates
Page 7
Details of Watershed Committees (WC)
S.No
Name of WCs
Date of Gram
Sabha for WC
Date of Registration as a Society (dd/mm/yyyy
Designation Name M/F SC/ST/ OBC/
General
Landless/ MF/SF/ BF
Name of UG/SHG
Educational qualification
1 W.C. JHARLI
13.06.11
President Chhoturam / Gangaram Jat
M OBC MF Production measure
8
Secretary Chunni Lal/ Gopiram Raigar
M SC BF -
B.A..
Member Rughnath / Mahadev Saini
M OBC MF Agriculture Production
5
Ramniwas / Nanuram yadav
M OBC BF Production measure
10
Muraliram / yaduram jat
M OBC BF A.H. UG
5
Pokharmal / Shivshay jat
M OBC MF DLT
10
Indra devi/ Sardarmal Saini
F OBC SF Non arable ug
5
Manju devi / Deenaram raigar
F SC SF SHG
10
Santra devi / Damodar khati
F OBC MF SHG
5
Santra devi/ Jaising Jat
F OBC BF SHG
12
Om saini/ Pooranmal Saini
F OBC MF SHG
10
Page 8
Details of Watershed Committees (WC)
S.No
Name of WCs
Date of Gram
Sabha for WC
Date of Registration as a Society (dd/mm/yyyy
Designation Name M/F SC/ST/ OBC/
General
Landless/ MF/SF/ BF Name of UG/SHG Educational
qualification
2 W.C.Surani (Kalyanpura)
14.06.11
President Rameshwar Lal / Arjunram balai M SC
MF DLT B.A.
Secretary Jaypal / Badriram Meena M ST
SF - B.COM. B.ED
Member Sultanram / Chunaram gurjar M OBC
SF ARABLE UG 5
Mangu sing / Narayan sing Rajpoot M GEN
BF
A. H. UG 8 Gajendra sing/ Narendra sing M GEN
BF Production ug 12
Prem devi / Mangejram Meena F ST
BF
Non arable ug 5 Asha Pareek / Rohitash pareek F GEN
MF Shg 5
Champa devi / Ashok kumar meena F ST
BF
Dlt ug 5 Soni devi / sultan yadav F OBC
BF Dlt ug 5
Pooja devi / Balram kumawat F OBC
BF Production ug 5
Page 9
Details of Watershed Committees (WC)
S.No
Name of WCs
Date of Gram
Sabha for WC
Date of Registration as a Society
(dd/mm/yyyy
Designation Name M/F
SC/ST/ OBC/
General
Landless/ MF/SF/
BF Name of UG/SHG Educational
qualification
3 W.C. Hardas ka Bas
15.06.11
President Indra sing / Narayan Sing M GEN
SF
NON ARABLE UG 5
Secretary Hemsing / Sajjan sing rajpoot M GEN
SF - B.COM
Member Bhivaram / Baluram Meena M ST
BF AG. UG 8
Santosh Kanwar / Arjun sing rajpoot F GEN
BF PRO. UG 5
Jagdish Prasad / suvalal kumawat M OBC
SF DLT UG 5
Kaluram / Gopiram Balai M SC
LL AH. UG 5
Kajod mal/ Manguram yadav M OBC
MF DLT UG 5
Kailashchand / Kishanlal Jangid M OBC
MF NON ARABLE UG 5
Prem devi/ Buddharam balai F OBC
MF PRO. UG 5
Mohan kanwar / roopsing F GENB
BF PRO. UG 5
Page 10
Details of Watershed Committees (WC)
S.No
Name of WCs
Date of Gram
Sabha for WC
Date of Registration as a Society (dd/mm/yyy
y
Designation Name M/F
SC/ST/ OBC/
General
Landless/ MF/SF/ BF Name of UG/SHG Educational
qualification
4 W.C. Dhani Burja
16.06.11
President Bajrang sing/ Sardar sing rajpoot
M GEN MF DLT UG 7
Secretary Omprakash Swami / Suganaram Swami M GEN SF - B.A.
Member Giradhari ram / Kanaram gurjar M OBC SF AH. UG 8
Jagdish prasad yadav/ Chandraram yadav
M OBC BF DLT UG 5
Ramsing Meena / Bansidhar meena M ST MF Non arable ug 5
Raju jat / Sohanlal Jat M OBC SF Non arable ug 10
Rajuram Swami / Ganpatdas Swami M GEN BF DLT UG 8
Asha yogi / Sugana ram yogi F OBC MF USH 5
Indra devi / Shashikant sharma F GEN SF SHG 12
Durga devi / Ramlal bunkar Verma F SC MF SHG 8
Page 11
Details of Watershed Committees (WC)
S.No
Name of WCs
Date of Gram
Sabha for WC
Date of Registration as a Society (dd/mm/yyy
y
Designation Name M/F
SC/ST/ OBC/
General
Landless/ MF/SF/ BF Name of UG/SHG Educational
qualification
5 W.C. Hathideh
17.06.11
President
Indra sing / Laxman sing M GEN SF AG. UG 5
Secretary
Gotam sing / Madan sing shekhawat
M GEN SF - B.A. B.ED
Member Foolaram / Ramdevram jat M OBC SF PRO. UG 5
sheetal kumar/ Manguram raigar M SC SF DLT UG 8
Sankar lal / Omprakash meena M ST LL UG 12
Gyarasi lal/ Chunni lal soni M GEN LL DLT UG 8
Sohan lal / Bhuram gurjar M OBC BF AH. UG 5
Sushila devi/ Hariprad sharma F GEN LL SHG 8
Gyan kanwar / Prabhu sing Rajpoot
F GEN MF SHG 5
Manju devi/ Lalchand Khatik F SC MF SHG 8
Page 12
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 by crop rotation, hybrid seed & using improved agriculture practices.
1194.52 ha is only irrigated and with efforts this can be increased to 1744.75 . 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)
2040.13 tons fodder scarcity can be met out through Pasture development .Improved animal
Husbandry practices can increase the productivity of livestock.1187 no of persons migrate due to
less opprtunity of employment this migration can be checked through creation of employment
opportunities in the project area through increase in production and diversification in agriculture
and Livelihoods as mentioned above.
Page 13
CHAPTER – II
2.1 .1 DEMOGRAPHY DETAILS AND HOUSEHOLD DETAILS:- POPULATION & HOUSEHOLD DETAILS:
Village Male Female Total SC ST HH SC HH
ST HH
Jharli 4762 4587 9349 1617 50 1342 232 7
Surani 1171 1070 2241 325 357 333 48 54
Hatideh 1296 1185 2481 403 56 348 57 8
Devipura 756 733 1489 80 0 220 12 0
Hardaskabas 868 976 1844 73 140 310 13 24
Burja ki dhani 953 893 1846 340 56 301 55 9
Haripura 812 783 1595 19 354 281 4 62
Khiroti (Manrooppura) 585 577 1162 76 45 191 13 8
Bhooranpura 263 221 484 0 131 76 0 20
TOTAL 11466 11025 22491 2933 1187 3402 434 192
2.1.2 BPL HOUSEHOLD DETAILS Village SC ST OBC OTHER TOTAL
Jharli 72 0 166 22 260
Surani 11 6 20 10 47
Hatideh 15 1 17 14 47
Devipura 1 0 23 10 34
Hardas ka bas 16 27 13 22 78
Burja ki dhani 9 0 3 9 21
Haripura 4 7 5 10 26
Khiroti (Manrooppura) 1 0 5 3 9
Bhooranpura 0 6 4 0 10
TOTAL 129 47 256 100 532
Page 14
2.1.3 MARGINAL FARMER HOUSEHOLD DETAIL Village SC ST OBC OTHER TOTAL
Jharli 120 5 521 292 938
Surani 21 19 242 150 432
Hatideh 38 0 125 145 308
Devipura 6 0 173 67 246
Hardas ka bas 3 17 71 340 431
Burja ki dhani 53 28 223 98 402
Haripura 1 22 21 56 100
Khiroti (Manrooppura) 33 15 105 60 213
Bhooranpura 2 10 92 0 104
TOTAL 277 116 1573 1208 3174
2.1.4 SMALL FARMER HOUSEHOLD DETAILS Village SC ST OBC OTHER TOTAL
Jharli 11 4 205 147 367
Surani 13 11 165 95 284
Hatideh 8 0 45 60 113
Devipura 5 0 76 10 91
Hardas ka bas 1 5 6 67 79
Burja ki dhani 24 3 55 24 106
Haripura 1 10 6 4 21
Khiroti (Manrooppura) 5 3 47 16 71
Bhooranpura 0 14 22 1 37
TOTAL 68 50 627 424 1169
Page 15
2.1.5 GENERAL (BIG) FARMER HOUSEHOLD DETAILS
Village SC ST OBC OTHER TOTAL
Jharli 8 0 47 13 68
Surani 4 7 29 9 49
Hatideh 3 0 38 46 87
Devipura 0 0 52 20 72
Hardas ka bas 0 0 0 30 30
Burja ki dhani 10 0 38 14 62
Haripura 1 04 5 4 14
Khiroti (Manrooppura) 2 3 51 16 72
Bhooranpura 0 2 19 0 21
TOTAL 28 16 279 152 475
2.1.6 ABSTRACT HOUSEHOLD DETAILS Household Details SC ST OBC OTHER TOTAL
Marginal Farmer Household 277 116 1573 1208 3174
Small Farmer Household 68 50 627 424 1169
Big Farmer Household 28 16 279 152 475
TOTAL Household 373 182 2479 1784 4818
Table 2.2 Development indicators
S. No. Development Indicators State Project Area 1 Per capita income (Rs.) 16260 8700 2 Poverty ratio 21.0 22.14 3 Literacy (%) 0.604 62.52 4 Sex Ratio 921 992 5 infant mortality rate 10.25 6 maternal mortality ratio
The table indicates poor socio economic conditions.
Page 16
Table 2.3 Land Use
Land Use Total area in Ha.
Private Panchayat Government Community Total Agriculture Land 4628.37 0.0 0.0 0.0 4628.37
Temporary fallow 323.28 0.0 0.0 0.0 323.28
Permanent Fallow 92.56 0.0 0.0 0.0 92.56
Cultivated Rainfed 4209.83 0.0 0.0 0.0 4209.83
Cultivated irrigated 1194.52 0.0 0.0 0.0 1194.52
Net Sown Area 5404.35 0.0 0.0 0.0 5404.35
Net Area sown
more than once 1194.52 0.0 0.0 0.0 1194.52
Forest Land 0.0 0.0 0.0 0.0 0.0
Waste Land 0.0 0.0 1426.87 0.0 1426.87
Pastures 0.0 0.0 439.78 0.0 439.78
Others 0.0 267.76 987.78 0.0 987.78
2.1.7 MARGINAL FARMER LAND DETAILS Village SC ST OBC OTHER TOTAL
Jharli 42.24 2.64 137.54 154.17 336.59
Surani 12.6 15.2 143 110 280.8
Hatideh 33.315 0.0 82.41 95.34 211.065
Devipura 3.25 0 40.40 18.42 62.07
Hardaskabas 2.5 3.75 25.8 115.31 147.36
Burja ki dhani 26.08 10.083 100.828 32.67 169.661
Haripura 0.19 5.91 8.29 19.41 33.8
Khiroti (Manrooppura) 13.47 8.42 53.63 13.44 88.96
Bhooranpura 0.59 3.34 20.26 0.0 24.19
TOTAL 134.235 49.343 612.158 558.76 1354.96
Page 17
2.1.4 SMALL FARMER LAND DETAILS Village SC ST OBC OTHER TOTAL
Jharli 16.45 5.63 288.64 180.4 491.12
Surani 20.8 16.5 220.03 123 380.33
Hatideh 15.95 0 82.4 125.32 223.67
Devipura 6.56 0 108.47 13.39 128.42
Hardas ka bas 1.71 6.4 7.71 74.4 90.22
Burja ki dhani 32.05 4.9 74.02 33.594 144.564
Haripura 1.23 16.14 8.4 9.2 34.97
Khiroti (Manrooppura) 7.85 4.12 65.2 12.05 89.22
Bhooranpura 0.0 14.07 15.93 1.67 31.67
TOTAL 102.6 67.76 870.8 573.024 1614.184
2.1.5 BIG FARMER LAND DETAILS Village SC ST OBC OTHER TOTAL
Jharli 16.19 0.0 103.4 29.08 148.67
Surani 10.4 18.2 75.4 119.6 223.6
Hatideh 8.82 0.0 153.25 213.72 375.79
Devipura 0.0 0.0 206.94 129.78 336.72
Hardas ka bas 0.0 0.0 0.0 91.93 91.93
Burja ki dhani 29.45 0.0 105.69 51.806 186.946
Haripura 2.59 9.16 11.24 9.76 32.75
Khiroti (manrooppura) 6.21 7.74 148.19 37.37 199.51
Bhooranpura 0.0 5.18 58.59 0.0 63.77
TOTAL 73.66 40.28 862.7 683.046 1659.686
Page 18
The project area has 415.84 ha of fallow land (that 323.28 ha) can be brought under cultivation if
some irrigation source can be provided through Construction of WHS like Khadin, Tanka, Farm
ponds etc. and also through demonstration of rainfed varieties of crops. Construction of WHS can
also increase in area under irrigation which is only -19.72% 1426.87 ha.23.56 % 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 lands
Pasture development the land use table shows that there is 439.09 hectare pasture land (7.25%)This
emphasizes the need for taking up pastureland development works through sowing of promising
species of grasses and plantations
Table 2.4 .a Area & Production of major crops
Rainfed Season Crop sown Varieties Area (ha.)
Production (tons)
Productivity (Kg/ha.)
Kharif Bajara Desi/ Local 2558 2417 1090
Guar Desi/ Local 357 137 599
Cowpea Desi/ Local 78 28 500
Moong Desi/ Local 76 23 605
Till Desi/ Local 30 12 400
Irrigated Kharif Groundnut Desi/ Local 163 286 2233
Area of Kharif Crops 3262 2904
Irrigated Rabi Wheat Desi/ Local 483 1323 3450
Barely Desi/ Local 265 623 3488
Mustard Desi/ Local 340.12 323 1301
Gram Desi/ Local 43.40 44 1198
Tarameera Desi/ Local 50 45 902
Methi Desi/ Local 13 12 1230
Area of rabi crops 1194.52 3143
Table 2.4.b Abstract of cropped Area(ha)
Area under Single crop 3262.00
Area under Double crop 1194.52
Area under Multiple crop -
Page 19
The farmers are using wcc-175&local seed varieties of Bajra, whereas varieties like raj-171&other
hybrid seed can increase the production.
Present crop Rotation
Bajra - Wheat - Mong Fallow - Mustered - Bajara Moong - barely - Guar
Cowpea - Mustered - Fallow Guar - Wheat - Groundnut Fallow - Mathi - Bajra
Ground nut Fallow - Cowpea Bajra - Gram - Bajra
The table 2.4b shows that only 1194.52 ha is (19.72%) is double cropped area. Also the crop
rotation shows that fallow lands are there. This indicates that there is scope for change in crop
rotation in fields where there are fallow lands through Soil and Water conservation measures, crop
demonstration and diversification in agriculture.
Soil and Water conservation measures besides putting fallow lands under cultivation can
change the area under single cropping to double and multiple cropping.
Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)
Name of the crop
Productivity kg/ha India Highest
Average in Rajasthan
Highest Average of Agro climatic
zone
District Project Area
Bajra 1042 832 888 950 945 Cluster bean NA 305 351 394 385 Mung NA 312 322 304 302 Chawla NA 233 361 365 362 Groundnut 1459 1728 1758 1782 1756 Wheat 2802 2749 2913 2746 2740 Gram 762 466 975 1032 1022 Mustard 1159 1179 1065 955 950 Barley 2517 2588 2283 2350 Mathi NA 1140 963 913 915
Page 20
These Data’s Sources are Rajasthan Agricultural Statistics at a Glance 2009-10 (Average Last 5
year upto 2008-09) & Krishi Marg Darshika 2009. Analysis of the above table indicate that
besides national gap there is wide gap in productivity within state and even within same agro
climatic zones. The reasons for this variation are
The farmers are using varieties DESI/LOCAL of Bajra whereas the recommended varieties
like Pioneer 86m 86, J.K. 26, Pro. Agro 94.44, provide 35-40 Qut./Ha. yield (write for all
crops)
Lack of Availability of good quality seeds of desired crop and variety in adequate quantities
and time to the farmers.
Availability of water for cultivation (19.72% is irrigated table2.3)
The productivity gap and reasons of it indicate potential to increase the productivity through
crop demonstration .Crop demonstrations would be carried out on improved crops/ varieties,
improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini
kit. Demonstration of improved methods and economics of fodder crops cultivation and also
distribution foundation seeds of Forage Crops for further multiplication, introduction of
fodder crops in the existing crop rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended varieties Production (Qtl/ha)
Horticulture 3.5 Amla Desi N-6, Chakya 156
2.2 Citrus Desi Desi 52
3.0 Beal Desi NB-3,5,9
Vegetables 40 Onion Desi N-53, Dark rad nasik 250
9.5 Chilly Desi Charanti, F2 10
13 Tind Desi Hybrid 100
Floriculture Marigold Desi Merii 15-16 -
Rose Desi Ganganagar Ageti -
Medicinal Plants 13 Mathi Desi Rmt-1;2 14
Page 21
Table 2.6 Land holding Pattern in project area
Type of Farmer
Total Households
Land holding (ha) irrigation source wise
Land holding (ha)Social group wise
Irrigated (source)
Rainfed Total General SC ST OBC BPL
Large farmer 475 428.30 1231.38 1659.68 683.05 73.66 40.28 862.70 -
Small farmer 1169 416.56 1197.62 1614.18 573.02 102.60 67.76 870.80 -
Marginal farmer
3174 349.65 1005.26 1354.91 558.76 134.23 49.34 612.58 -
Landless person
- - - - - - - -
No. of BPL households
532 - - - - - - - -
Total 5350 1194.5 3434.3 4628.78 1814.8 310.49 157.38 2346.1
64.14 % land holdings belong to small and marginal farmers who own 4628.78 ha of total cultivated
area. Horticulture/vegetables could be more economical to Small and marginal farmers with
irrigation source. For large farmers with no irrigation facility Horticulture/vegetables will be
promoted in a part of land with farm pond/Tanka construction.
The following activities will be more beneficial for small land holdings and for diversification and
income for large farmers
Horticulture plantation, Medicinal and Aromatic Crops, floriculture: As discussed earlier .
Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation
source. Also the project area has good potential for medicinal & aromatic crops like Sonamukhi,
Isabgol, Ashwagandha, , Mehandi; Alowera 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
Page 22
Sprinklers and pipelines for efficient water management practices emphasis on demonstration of
sprinklers with adequate financial support and convergence/private partnership.
Establishment of Green House - For growing off season vegetables seedlings and other
horticultural crops under controlled atmospheric conditions of green house.
Establishment of nurseries: Most of the planting material is procured from other parts of the State/
country. The procurement of planting material from distant places causes damage to the planting
material and often results in untimely supply. Hence nursery development activity in area.
Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like
mushroom cultivation, floriculture, etc which are in negligible existence at present, can be
implemented by individual farmers / private companies.
Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green
houses and in nurseries for rational use of irrigation higher yields and quality produce.
Table 2.7 Livestock Status - animals/milk production / average yield.
S. No.
Description of animals
Population in No.
Yield(milk/mutton/Wool)
Equ. cow units
Dry matter requirement
per year (7Kg per animal.)
Total requirement
in M.T.
1 Cows
38684.13
Indigenous 997 1076.76 KLtr/Year 997 2574.33
Hybrid 91 327.6 KLtr/Year 91 232.50
2 Buffaloes 6831 8607.06 KLtr/Year 6831 17453.20
3 Goat 12687 253.74 ton./year 6342 16203.81
4 Sheep 1602 801 kg wool/year 801 2046.55
5 Camel 68 68 kg wool/year 68 173.74
6 Poultry 8400 21.00 ton./year 2100 -
7 Piggery - - - -
Total 30675 - 17230 38684.13
In spite of the large number of livestock, production is less hence increase in productivity across
all species, is a major challenge. To reduce production of unproductive cattle and improve the
productivity by improving the breeds by breeding management following activities will be taken
up.
Page 23
Castration
Artificial insemination
Distribution of superior Breeding bulls for use in Cattle and Buffalo
Breeding distribution crossbred rams
Besides breed improvement other animal husbandry practices like better health, hygiene and
feeding practices can increase productivity of livestock. Hence Activities like Animal health
camps, Urea-Molasses treatment demonstration ,demonstration of improved methods of
conservation and utilization of Forage crops are proposed.
Table 2.8 Existing area under fodder (ha) S.No Item Unit Area/Quantity
1 Existing Cultivable area under Fodder Ha 74.61
2 Production of Green fodder Tonns/year 1492.20
3 Production of Dry fodder Tonns/ Year 18373.60
4 Area under Pastures Ha 609.00
5 Production of fodder Tonns/year 16778.20
6 Existing area under Fuel wood Ha 30
7 Supplementary feed Kgs/ day -
8 Silage Pits No -
9 Availability of fodder tonns 36644.00
10 Deficiency/excess of odder tonns 2040.13
The table above shows there is fodder deficiency (Requirement is 38684.13 tonn and
availability 36644.00 tonn)
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
Page 24
Table 2.9 Agriculture implements
Farm mechanization and seed banks: As discussed earlier 34.12 % land holdings belong to
small and marginal farmers who own only 64.14 % of total cultivated area so owning of big farm
implements by individual farmers is not economical so SHG would be promoted to buy farm
implements and rent to farmer
Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.
1 2 3 S. No Implements Nos. 1 Tractor 204 2 Sprayers-manual/ power 127 3 Cultivators/Harrows 135 4 Seed drill 188 5 Disk plough 108 6 Any Other 10
Sr. no.
Name of village Total No .of job cards
Employment Status
Activity taken up so far
1 Jharali 1291 676 Gravel Roads &water conservation & Harvesting structure
2 Klyanpura(thoi) 751 421 Gravel Roads &water conservation & Harvesting structure
3 Hathideh 502 265 Gravel Roads &water conservation & Harvesting structure
4 Hardas ka bas 420 240 Gravel Roads &water conservation & Harvesting structure
5 Dhani burja 785 628 Gravel Roads &water conservation & Harvesting structure
Page 25
Table 2.11 Migration Details Name of village
No. of persons
migrating
No. of days per year of
migration
Major reason(s)
for migrating
Distance of destination of
migration from the
village (km)
Occupation during
migration
Income from such occupation
(Rs. in lakh)
Jharli 787 95 Not enough lively hood
150 Bricks & clear masonry
109.90
Surani 4 250 Not enough lively hood
145 Bricks & clear masonry
1.47
Hatideh 121 98 Not enough lively hood
156 Bricks & clear masonry
17.43
Devipura 5 207 Not enough lively hood
157 Bricks & clear masonry
1.52
Hardas ka bas 37 225 Not enough lively hood
154 Bricks & clear masonry
12.23
Burja ki dhani 129 120 Not enough lively hood
153 Bricks & clear masonry
22.75
Haripura 64 185 Not enough lively hood
152 Bricks & clear masonry
17.4
Khiroti
(Manrooppura)
26
245 Not enough lively hood
158 Bricks & clear masonry
9.36
Bhooranpura 14 80 Not enough lively hood
152 Bricks & clear masonry
89.37
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 Activities are given below
Table 2.12 (a)Major activities (On Farm)
Name of activity No of House holds Average annual income from the /hh
Cultivators 4818 28500
Dairying 755 22600
Poultry 7 40000
Piggery - -
Landless Agri. Labourers 68 27000
Page 26
Table 2.12(b)Major activities (Off Farm)
Name of activity Households/ individuals
Average annual income from the Activities /hh
Artisans 13 30000 Carpenter 14 28000 Blacksmith - 26000 Leather Craft 11 28000 Porter 19 24000 Mason 142 58000 Others specify (Cycle Repair , Tailor, STD, Craft etc)
31 20000
The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals Table 2.13(A) STATUS OF EXISTING SHG S.No Name of SHG Member
s Activity involved Monthly income
Fund available
Source of assistance
Training received
1. Khushi Shg Jharli 10 Live Stock (Goat and Sheep) 500 2000 WD& SC
2. Mamta Shg Jharli 10 Live Stock (Goat and Sheep) 500 3500 WD& SC
3. Santra Shg Jharli 10 Milk Production 500 2500 WD& SC
4. Madhu Shg Surani 10 Milk Production 500 2500 WD& SC
5. Sarda Shg Surani 10 Milk Production 500 2500 WD& SC 6. Sona Shg Surani 10 Bundi bandhey 500 2500 WD& SC -
7. Jyoti Shg Hardas Ka Bas 10 Bundi bandhey 200 1500 WD& SC -
8. Parmod Shg Hardas Ka Bas 10 Live Stock (Goat and
Sheep) 500 3500 WD& SC
9. Neki Shg Hardas Ka Bas 10 Milk Production 400 3000 WD& SC -
10. Shri Ram Shg Hathideh 10 Milk Production 500 3000 WD& SC - 11. Pooja Shg Hathideh 10 Bundi bandhey 500 3500 WD& SC -
12. Laxmi Shg Hathideh 10 Vegetable and Furit Preservation 500 3500 WD& SC -
13. Pooja Shg Dhani Burja 10 Vegetable and Furit Preservation 500 3500 WD& SC -
14 Jeen Mata Shg Dhani Burja 10 Vegetable and Furit
Preservation 400 3000 WD& SC
15 Nikhil Shg Dhani Burja 11 Milk Production 500 2500 WD& SC The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance
Page 27
II. Technical Features Table 2.14 Ground Water S.No Source No. Functional
depth Dry Area
irrigated (ha.)
Water availability
(days)
i) Dug wells 365 140 225 232.09 -
ii) Shallow tube wells - - - - -
iii) Pumping sets - - - - -
iv) Deep Tube Wells 428 428 962.43 365
Total 793 568 225 1194.52 365
Table 2.16 Water Use efficiency
Name of major crop
Area (Hectare)
through water saving devices(Drip/ Sprinklers)
through water conserving
agronomic practices
Any other (pl. specify)
Total
Bajra; Groundnut ; Guar; Moong; wheat; barely; Gram; Mustered;
996.52 Band & Agronomical
practices 198 Ha
-- 1194.52
The tables above indicate need for judicious use of available Water.
Encouraging optimum use of water through installation of sprinklers on every operational wells
Table 2.17 Slope details.
Slope of Watershed S.No. Slope percentage
Area in hectares
1 0 to 3% 4118 2 3 to 8% 1877 3 8 to 25% 60 4 > 25% 0
As most of the area has slope less than 3% construction of contour bunds can solve the problem of
water erosion in agriculture fields and protect washing of top soil and manures/fertilisers
Page 28
Table 2.18 Soil details
The analysis of table shows need to improve and maintain soil fertility. Soil health card to every
farmer every crop season will be provided, which will include the recommendation for Application
micro nutrient and fertilizers
Soil Profile
S.No. Major Soil Classes Area in hectares
1 Sandy loam Soil 4327
2 Clay Soil 1728
Soil Depth :
B Depth (Cms.) Area in hectares
1 0.00 to 7.50 80
2 7.50 to 45.00 181
3 > 45.00 5794
C Soil fertility Status Kg/ha
N 60-80
P 23-56
K < 144
Micronutrients
(i) Zink 0.6 PPM
(ii) Iron 4.5 PPM
(iii) Cu 0.20 PPM
(iv) Mg 2 .00 PPM
Page 29
Table 2.19 Erosion details
Erosion status in project Area Cause Type of erosion Area affected (ha) Run off(mm/
year) Average soil loss
(Tonnes/ ha/ year)
Water erosion a Sheet 3228 211 1.85
b Rill 1816.24 306 2.15
c Gully 1211 317 2.65
Sub-Total 6055.24
Wind erosion 0 NA Total Treatable area 6055.24
The need is:
To check land degradation
To reduce excessive biotic pressure by containing the number and increase of livestock
To check cultivation on sloping lands without adequate precautions of soil and water
conservation measures
To discourage cultivation along susceptible nallah beds
To check Faulty agriculture techniques
To check Uncontrolled grazing and developed cattle tracks
To check Deforestation of steep slopes
To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge
Ground Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stone
check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.
Page 30
CHAPTER – III
Proposed Development Plan
A Plan has been developed for Treatment & development of project area. in each
basic need. such as soil & water conservation. Horticulture. Agro forestry, and Live stock
Dry Land Horticulture substitute of agriculture & cash crop. New verities seeds
demonstrations water harvesting structure to store water, project plan also includes
landless. So it will develop our over scenario.
A) Preparatory phase activities Capacity Building Trainings and EPA
The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and
wall writings etc. were carried out in all the habitations of Mau Micro Watershed. A
series of meetings were conducted with GP members, community and discussed about the
implementation of IWMP programme. User groups were also formed.
Grama Sabhas were conducted for approval of EPA (Village), for selecting the watershed
committee and approval of DPR.
No Name of the Gram Panchayat Date on which Grama Sabha approved EPA
1 Jharali 13-06-2011 2 Klyanpura thoi
(Surani) 14-06-2011
3 Hathideh 17-6-2011 4 Hardas ka bas 15-6-2011 5 Burja ki dhani 16-6-2011
Page 31
EPA works
4 5 6 7 8 9 10 11
S. No. Names of village
Amount earmarked
for EPA Entry Point Activities planned Estimated
cost Expenditure
incurred Balance Expected outcome
Actual outcome
1
Jharli 7.96 Tubewell with Tanki, Nirman near kabristhan jharali 4.84
Tubewell with Tanki, Nirman, Raigar mohalla with pipe line singal fase
3.12
2
Klyanpura (thoi)
7.67 Public singal Tubewell with Tanki, Kheli and pipe line 4.00 Tinshed Nirman Samshan Bhumi Surani 2.17 Public water tanki with Kheli nirman and pipe line Dalwana, balai mohalla surani
1.50
3 Hathideh 9.90 Peyjal Tanki nirman gram hatheh, Sedusing ke ghar ke pas 2.18 Peyjal Tanki nirman jeen mata ke mandir ke pas 1.66 Peyjal Tanki nirman Regar mohalla, ramdev ji ke mandir ke pas 1.90 Peyjal Tanki nirman Dhani jhunpa 1.22 Peyjal Tanki nirman Atmaram ji ke mandir ke pass 1.72 Peyjal Tanki nirman gram mandha 1.22
4 Hardas ka bas
2.69 Peyjal Tanki nirman Rathor & meena mohalla Hardas ka bas pipe line
0.69
Peyjal Tanki nirman with pipe line IT kedra ke pas gram hardas ka bas
0.50
Peyjal Tanki nirman with pipe line PNB ke pas 0.50 Peyjal Tanki nirman with pipe line Shiv mandir ke pass Hardas ka bas
0.50
Peyjal Tanki nirman gram hardas ka bas 0.50 5 Burja ki
dhani 8.11 Peyjal Tanki nirman with pipe line in Burkada near omprakash
Swami's house 3.35
Samshan ghat per Tinshed nirman gram Haripura 0.88 Samshan ghat per Tinshed nirman gram khiroti 3.00 Peyjal Tanki nirman with pipe line gram Bhuranpura 0.88
TOTAL 36.33 36.33
Page 32
The PRA exercise was carried out in all the villages on the dates shown below:
S.no Name of the village/
Habitation
Date on which PRA conducted
1 Jharali JUNE. .2012
2 Klyanpura thoi
(surani)
JUNE. .2012
3 Hathideh JUNE. .2012
4 Hardas ka bas JUNE. .2012
5 Burja ki dhani JUNE. .2012
Transact walk were carried out involving the community for Social mapping, Resource mapping.
Detailed discussions and deliberations with all the primary stakeholders were carried out.
Socio-economic survey was carried out during Jun-Dec 2011(dates) period covering all the
households and primary data on demography, Land holdings, Employment status, Community
activities etc. was collected as mentioned in chapter 2.
State remote sensing department was assigned the work of preparing various thematic
layers using Cartosat-1 and LISS-3 imageries for Creation, development and management of
geo-spatial database depicting present conditions of land (terrain), water and vegetation with
respect to watershed under different ownerships at village level
Various thematic layers provided by SRSAC are :
Delineation of Macro/Micro watershed boundaries.
Digitised Khasara maps of the villages falling in project area.
Network of Drainage lines, existing water bodies, falling in the project area.
Base maps (transport network, village/boundaries, and settlements).
Land Use / Land cover map.
Contours at 1 meter interval, slope map
Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as
discussed in chapter 2) final Treatment plan on revenue map for implementation has been
framed. Thus each intervention identified has been marked on revenue map .
.
unirrigated Irrigated Total wasteland pasture Total
1 2 3 4 5 6=4+5 7 8 9=7+8 10 11 12=6+9+10 131 Jharli Jharli 669.25 307.13 976.38 231.54 118.77 350.31 193.34 0.00 1520.03 1326.69
2 Surani Kalyanpura(thoi) 755.38 129.35 884.73 325.05 68.85 393.90 12.32 0.00 1290.95 1278.63
3 Hathideh Hathideh 649.50 161.02 810.52 76.92 69.04 145.96 12.52 0.00 969.00 956.48
4 Devipura Hathideh 416.61 110.60 527.21 118.32 47.67 165.99 13.31 0.00 706.51 693.20
5 Hardaskabas Hardaskabas 194.31 135.20 329.51 53.54 65.13 118.67 11.69 0.00 459.87 448.18
6 Burjakidhani Burjakidhani 294.31 206.87 501.18 39.58 18.36 57.94 17.52 0.00 576.64 559.12
7 Haripura Burjakidhani 95.02 6.50 101.52 37.51 7.66 45.17 3.31 0.00 150.00 146.69
8 Khiroti(manrooppura) Burjakidhani 280.04 97.65 377.69 90.35 31.96 122.31 0.00 0.00 500.00 500.00
9 Bhooranpura Burjakidhani 79.43 40.20 119.63 14.97 11.65 26.62 3.75 0.00 150.00 146.25
Total 3433.85 1194.52 4628.37 987.78 439.09 1426.87 267.76 0.00 6323.00 6055.24
Name of Watershed JHARALI
Villagewise Land details
Treatable
Area
Total AreaSno Name of village Grampanchayat Panchayat
and Govt
Land
Forest
Land
Arable Land Nonarable Land
Page 33
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Treatable area-6055.24 Ha (1)Arable land-5208.62HaEstimated cost-908.28 Lacs (a)Unirrigated-3433.85Ha
(b)Irrigated-1194.52Ha(2)Nonarable land-1426.87 Ha
(a)Wasteland-987.78Ha(b)Pastureland-439.09 HaGovt.&Panchayat land-267.85 Ha
(A) Forest land-0.0 Ha
Unitcost Quantity Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary Contribution
Admn. 90.83 90.83 0.00Monitoring 9.08 9.08 0.00Evaluation 9.08 9.08 0.00EPA 36.33 36.33 0.00I & CB 45.41 45.41 0.00DPR 9.08 9.08 0.00Total (A) 199.82 199.82 0.00(B) Conservation measures for arable landContour Bund/Field Bund Ha 0.26 122 31.72 31.72 0.00EarthenCheckDam No 125 47.00 47.00 0.00Tanka No 0.85 45 38.25 25.50 12.75Water Harvesting Structure No 27 31.10 31.10 0.00 Conservation measures for non arable landPasture Development Ha 1.36 110 149.59 149.59 0.00EarthenCheckDam No 120 41.70 41.70 0.00Percolation Tank No 0.00 0 0.00 0.00 0.00Water Harvesting Structure No 24 40.20 40.20 0.00Tanka No 0.85 24 20.40 20.40 0.00Drainage line treatment Nalla Bank Stabilisation Rm 0 0.00 0.00 0.00EarthenCheckDam No 59 21.80 21.80 0.00Runoff Management Structure No 31 34.70 34.70 0.00Gabion Structure Rm 0 0.00 0.00 0.00Munja Plantation No 0.05 19 0.92 0.92 0.00Water Harvesting Structure No 14 64.00 64.00 0.00Total (B) 521.38 508.63 12.75
( C )Production measures for arable land NoHorticulture plantation near tanka
No 0.05 50 2.50 2.30 0.00Only Horticulture No 0.33 22 7.26 7.26 0.00Agroforestory No 0 5.59 5.59 0.00Vermi compost No 0 6.80 6.80 0.00Crop Demostration No 0 19.13 19.13 0.00Distribution of PP equipments No 0 8.40 8.40 0.00Livestock Management & Fodder demostration NoAnimal Health Camps No 5.50 5.50 0.00Fodder Production No 14.58 14.78 0.00 Purchasing of Bulls etc,Others No 6.65 6.65 0.00Compost Pits No 4.32 4.32 0.00
20-40% towards
WDF
5-10% towards
WDF
Chapter IV Activity wise Total Abstruct of cost
Activity Unit
Total
Name of Grampanchayat- Jharali, Hathideh, Hardas ka bas, Dhani burja, Klyanpura thoi
Name of Watersher- JHARLI(IWMP XI)
Name of Block-KhandlaName of District-SikarApproval date of watershed by GramSabha-Approval date of watershed by Panchayat Samiti(Production Samiti)-
Total Geographical Area of watershed-6323Ha
Treatable area-6055.24 Ha (1)Arable land-5208.62HaEstimated cost-908.28 Lacs (a)Unirrigated-3433.85Ha
(b)Irrigated-1194.52Ha(2)Nonarable land-1426.87 Ha
(a)Wasteland-987.78Ha(b)Pastureland-439.09 HaGovt.&Panchayat land-267.85 Ha
(A) Forest land-0.0 Ha
Unitcost Quantity Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary Contribution
Chapter IV Activity wise Total Abstruct of cost
Activity Unit
Total
Name of Grampanchayat- Jharali, Hathideh, Hardas ka bas, Dhani burja, Klyanpura thoi
Name of Watersher- JHARLI(IWMP XI)
Name of Block-KhandlaName of District-SikarApproval date of watershed by GramSabha-Approval date of watershed by Panchayat Samiti(Production Samiti)-
Total Geographical Area of watershed-6323Ha
Distributins of chaff cutter No 5.90 5.90 0.00Distributins of mangers No 4.20 4.20 0.00Total (C) 90.83 90.83 0.00(D)Micro Enterprise(9%)
Revolving found to SHG No 0.25 199 49.75 49.75 0.00Revolving found to indivisual enterpreneurs No 0.25 30 7.50 7.50 0.00Grant in aid to federation of SHG's No 2.00 15 24.50 24.50 0.00
Total(D) 81.75 81.75 0
(E) Consolidation 27.25 27.25 0.00
Grand Total 921.03 908.28 12.75
Preparatory phase activities capacity building trainings & EPAName of Watersher-JHARLI(IWMP_XI) Total Geographical Area of watershed-6323Ha (1)Arable land-5208.62Ha (2)Nonarable land-1426.87 Ha
Name of Grampanchayat- Jharali, Hathideh, Hardas ka bas, Dhani burja, Klyanpura thoi Treatable area-6055.24 Ha (a)Unirrigated-3433.85Ha (a)Wasteland-987.78Ha
Name of Block-Khandla Estimated cost-908.28 Lacs (b)Irrigated-1194.52Ha (b)Pastureland-439.09 Ha
Name of District-Sikar Govt.&Panchayat land-267.85 Ha
Approval date of watershed by GramSabha- Forest land-0.0 Ha
Approval date of watershed by Panchayat Samiti(Production Samiti)-
Unitcost
Quantity Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary Contributio
nUnitcost Quantity Totalcos
t
Cost from
Project Fund
Converganc
e Fund
Beneficiary
Contribution
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
(A)
Admn. 19.90 19.90 0.00 19.18 19.18 0.00 24.75 24.75 0.00 6.72 6.72 0.00 20.28 20.28 0.00 90.83 90.83 0.00
Monitoring 1.99 1.99 0.00 1.92 1.92 0.00 2.47 2.47 0.00 0.67 0.67 0.00 2.03 2.03 0.00 9.08 9.08 0.00
Evaluation 1.99 1.99 0.00 1.92 1.92 0.00 2.47 2.47 0.00 0.67 0.67 0.00 2.03 2.03 0.00 9.08 9.08 0.00
EPA 7.96 7.96 0.00 7.67 7.67 0.00 9.90 9.90 0.00 2.69 2.69 0.00 8.11 8.11 0.00 36.33 36.33 0.00
I & CB 9.95 9.95 0.00 9.59 9.59 0.00 12.37 12.37 0.00 3.36 3.36 0.00 10.14 10.14 0.00 45.41 45.41 0.00
DPR 1.99 1.99 0.00 1.92 1.92 0.00 2.47 2.47 0.00 0.67 0.67 0.00 2.03 2.03 0.00 9.08 9.08 0.00
Total (A) 43.78 43.78 0.00 42.19 42.19 0.00 54.44 54.44 0.00 14.79 14.79 0.00 44.62 44.62 0.00 199.82 199.82 0.00
(B) Conservation measures for arable landContour Bund/Field Bund Ha 0.26 22 5.72 5.72 0.00 0.26 20 5.2 5.2 0.00 0.26 30 7.80 7.80 0.00 0.26 10 2.60 2.60 0.00 0.26 40 10.40 10.40 0.00 0.26
12231.72 31.72 0.00
EarthenCheckDam No 24 7.15 7.15 0.00 35 11.75 11.75 0.00 32 11.50 11.50 0.00 8 3.70 3.70 0.00 26 12.90 12.90 0.00 125 47.00 47.00 0.00Tanka No 0.85 8 6.80 3.40 3.40 0.85 12 10.2 6.8 3.40 0.85 10 8.50 5.10 3.40 0.85 5 4.25 3.40 0.85 0.85 10 8.50 6.80 1.70 0.85 45 38.25 25.50 12.75Water Harvesting Structure No 0.00 4 5.00 5.00 0.00 6 6.9 6.90 0.00 8 9.40 9.40 0.00 1 1.00 1.00 0.00 8 8.80 8.80 0.00
2731.10 31.10 0.00
Conservation measures for nonarable landPasture Development Ha 1.36 29 39.44 39.44 0.00 1.36 18 24.48 24.48 0.00 1.36 30 40.80 40.80 0.00 1.36 16 21.76 21.76 0.00 1.36 17 23.11 23.11 0.00 1.36 110 149.59 149.59 0.00EarthenCheckDam No 19 8.75 8.75 0.00 27 8.4 8.4 0.00 24 8.25 8.25 0.00 5 2.30 2.30 0.00 45 14.00 14.00 0.00 120 41.70 41.70 0.00Percolation Tank No 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00Water Harvesting Structure No 3 9.00 9.00 0.00 3 10 10 0.00 10 12.40 12.40 0.00 0 0.00 0.00 0.00 8 8.80 8.80 0.00
2440.20 40.20 0.00
Tanka No 0.85 4 3.40 3.40 0.00 0.85 4 3.4 3.4 0.00 0.85 6 5.10 5.10 0.00 0.85 2 1.70 1.70 0.00 0.85 8 6.80 6.80 0.00 0.85 24 20.40 20.40 0.00
Drainage line treatment
Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.000
0.00 0.00 0.00EarthenCheckDam 20 8.00 8.00 0.00 17 4.75 4.75 0.00 12 6.20 6.20 0.00 0.00 0.00 0.00 10 2.85 2.85 0.00 59 21.80 21.80 0.00Runoff Management Structure 14 13.40 13.40 0.00 6 7.4 7.4 0.00 11 13.90 13.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3134.70 34.70 0.00
Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00Munja Plantation Km 0.05 4 0.18 0.18 0.00 0.05 6.5 0.32 0.32 0.00 0.05 2.5 0.12 0.12 0.00 0.05 4 0.19 0.19 0.00 0.05 2.2 0.11 0.11 0.00 0.05 19 0.92 0.92 0.00Water Harvesting Structure No 1 8.00 8.00 0.00 4 18 18 0.00 3 18 18 0.00 1 1 1.00 1.00 0.00 5 19.00 19.00 0.00
1464.00 64.00 0.00
Total (B) 114.84 111.44 3.40 110.8 107.40 3.40 141.97 138.57 3.40 38.50 37.65 0.85 115.27 113.57 1.70 521.38 508.63 12.75
TotalBURJA KI DHANI
5-10% towards WDF
5-10% towards WDF
5-10% towards WDF
Jharli
Chapter V Proposed Development Plan
Activity Unit
HATIDHAHARDAS KA BASS
Kalayanpura (Thoi)
5-10% towards WDF
5-10% towards WDF
5-10% towards WDF
Preparatory phase activities capacity building trainings & EPAName of Watersher-JHARLI(IWMP_XI) Total Geographical Area of watershed-6323Ha (1)Arable land-5208.62Ha (2)Nonarable land-1426.87 Ha
Name of Grampanchayat- Jharali, Hathideh, Hardas ka bas, Dhani burja, Klyanpura thoi Treatable area-6055.24 Ha (a)Unirrigated-3433.85Ha (a)Wasteland-987.78Ha
Name of Block-Khandla Estimated cost-908.28 Lacs (b)Irrigated-1194.52Ha (b)Pastureland-439.09 Ha
Name of District-Sikar Govt.&Panchayat land-267.85 Ha
Approval date of watershed by GramSabha- Forest land-0.0 Ha
Approval date of watershed by Panchayat Samiti(Production Samiti)-
Unitcost
Quantity Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary
Contribution
Unitcost
Quantity
Totalcost
Cost from
Project Fund
Convergance Fund
Beneficiary Contributio
nUnitcost Quantity Totalcos
t
Cost from
Project Fund
Converganc
e Fund
Beneficiary
Contribution
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
TotalBURJA KI DHANIJharli
Chapter V Proposed Development Plan
Activity Unit
HATIDHAHARDAS KA BASS
Kalayanpura (Thoi)
( C )
Production measures for arable landHorticulture plantation near tanka No 0.05 8 0.40 0.20 0.00 0.05 12 0.60 0.60 0.00 0.05 10 0.50 0.50 0.00 0.05 10 0.50 0.50 0.00 0.05 10 0.50 0.50 0.00 0.05
502.50 2.30 0.00
Only Horticulture No 0.33 2 0.66 0.66 0.00 0.33 5 1.65 1.65 0.00 0.33 7 2.31 2.31 0.00 0.33 4 1.32 1.32 0.00 0.33 4 1.32 1.32 0.00 0.33 22 7.26 7.26 0.00Agroforestory No 1.09 1.09 0.00 1.00 1.00 0.00 1.50 1.50 0.00 0.50 0.50 0.00 1.50 1.50 0.00 5.59 5.59 0.00Vermi compost No 1.00 1.00 0.00 1.50 1.50 0.00 2.00 2.00 0.00 0.30 0.30 0.00 2.00 2.00 0.00 6.80 6.80 0.00Crop Demostration No 4.00 4.00 0.00 3.73 3.73 0.00 6.00 6.00 0.00 1.40 1.40 0.00 4.00 4.00 0.00 19.13 19.13 0.00
2.00 2.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00 0.40 0.40 0.00 2.00 2.00 0.00 8.40 8.40 0.00
Livestock Management & Fodder demostration 0.00Animal Health Camps No 2.00 2.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.50 0.50 0.00 1.00 1.00 0.00 5.50 5.50 0.00Fodder Production No 3.48 3.68 0.00 3.00 3.00 0.00 4.50 4.50 0.00 0.60 0.60 0.00 3.00 3.00 0.00 14.58 14.78 0.00 Purchasing of Bulls etc,Others No 1.25 1.25 0.00 1.20 1.20 0.00 1.94 1.94 0.00 0.30 0.30 0.00 1.96 1.96 0.00 6.65 6.65 0.00Compost Pits No 1.02 1.02 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.30 0.30 0.00 1.00 1.00 0.00 4.32 4.32 0.00Distributins of chaff cutter No 2.00 2.00 0.00 1.50 1.50 0.00 1.00 1.00 0.00 0.40 0.40 0.00 1.00 1.00 0.00 5.90 5.90 0.00
Distributins of mangers No 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.20 0.20 0.00 1.00 1.00 0.00 4.20 4.20 0.00Total (C) 19.90 19.90 0.00 19.18 19.18 0.00 24.75 24.75 0.00 6.72 6.72 0.00 20.28 20.28 0.00 90.83 90.83 0.00(D)Micro Enterprise(9%)
Revolving found to SHG 0.25 43 10.75 10.75 0.00 0.25 42 10.50 10.50 0.00 0.25 55 13.75 13.75 0.00 0.25 14 3.5 3.5 0.00 0.25 45 11.25 11.25 0.00199
49.75 49.75 0.00
Revolving found to indivisual enterpreneurs 0.25 7 1.75 1.75 0.00 0.25 6 1.50 1.50 0.00 0.25 8 2.00 2.00 0.00 0.25 2 0.5 0.5 0.00 0.25 7 1.75 1.75 0.00
30
7.50 7.50 0.00Grant in aid to federation of SHG's 2.00 3 5.41 5.41 0.00 2.00 3 5.26 5.26 0.00 2.00 4 6.53 6.53 0.00 2.00 2 2.05 2.05 0.00 2.00 3 5.25 5.25 0.00
1524.50 24.50 0.00
Total(D) 17.91 17.91 0.00 17.26 17.26 0.00 22.28 22.28 0.00 6.05 6.05 0.00 18.25 18.25 0.00 81.75 81.75 0.00
(E) Consolidation 5.97 5.97 0.00 5.75 5.75 0 7.43 7.43 0.00 2.01 2.01 0 6.09 6.09 0 27.25 27.25 0.00
Grand Total 202.40 199.00 3.40 195.18 191.78 3.40 250.87 247.47 3.40 68.07 67.22 0.85 204.51 202.81 1.70 921.03 908.28 12.75
20-40% towards
WDF
20-40% towards
WDF
20-40% towards
WDF
20-40%
towards WDF
Distribution of PP equipments
20-40%
towards WDF
20-40% towards
WDF
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 19.90 0.00 0.00 2.99 3.98 4.98 3.98 3.98 19.90Monitoring 1.99 0.00 0.00 0.40 0.50 0.50 0.30 0.30 1.99Evaluation 1.99 0.00 0.00 0.20 0.80 0.00 1.00 1.99EPA 7.96 0.00 0.00 7.96 0.00 0.00 0.00 0.00 7.96I & CB 9.95 0.00 9.95 0.00 0.00 0.00 0.00 0.00 9.95DPR 1.99 0.00 1.99 0.00 0.00 0.00 0.00 0.00 1.99Total (A) 43.78 0.00 11.94 11.54 5.27 5.47 5.27 4.28 43.78(B)
Contour Bund/Field Bund Ha 0.26 22 5.72 0.00 0.00 10 2.60 10 2.60 2 0.52 0 0.00 0.00 22 5.72EarthenCheckDam No 24 7.15 0.00 0.00 5 2.50 5 0.75 5 0.75 4 2.40 5 0.75 24 7.15Tanka No 0.85 4 3.40 0.00 0.00 0.00 0 0.00 0 0.00 2 1.70 2 1.70 4 3.40Water Harvesting Structure No 4 5.00 0.00 0.00 1 1.00 1 1.00 1 1.50 1 1.50 0.00 4 5.00
Pasture Development Ha 1.36 29 39.44 0.00 0.00 10 13.60 10 13.60 9 12.24 0.00 0.00 29 39.44EarthenCheckDam No 19 8.75 0.00 0.00 5 1.50 5 2.25 0 0.00 4 2.00 5 3.00 19 8.75Percolation Tank No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00Water Harvesting Structure No 3 9.00 0.00 0.00 0.00 0 0.00 1 3.00 1 3.00 1 3.00 3 9.00Tanka No 0.85 4 3.40 0.00 0.00 1 0.85 1 0.85 1 0.85 1 0.85 0 0.00 4 3.40
Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00EarthenCheckDam No 20 8.00 0.00 0.00 5 1.50 5 1.50 5 2.25 2 1.10 3 1.65 20 8.00Runoff Management Structure No 14 13.40 0.00 0.00 2 2.00 5 3.00 3 3.00 2 2.40 2 3.00 14 13.40Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00Munja Plantation Km 0.05 3.5 0.18 0.00 0.00 1 0.05 1 0.05 1.5 0.08 0.00 0.00 3.5 0.18Water Harvesting Structure No 1 8.00 1 8.00 0 0.00 1 8.00Total(B) 111.44 0.00 0.00 25.60 25.60 24.19 22.95 13.10 111.44
Conservation measures for non arable land
Conservation measures for arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
ANNUAL ACTION PLAN GRAM PANCHAYAT JHARALIPreparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
( C )
Horticulture plantation near tankaNo 0.05 8 0.40 0.00 0.00 2 0.10 2 0.10 2 0.10 2 0.10 0.00 8 0.40
Only Horticulture No 0.33 2 0.66 0.00 0.00 0 0.00 1 0.33 1 0.33 0 0.00 0 0.00 2 0.66Agroforestory No 1.09 0.00 0.00 0.50 0.50 0.09 0.00 0.00 0 1.09Vermi compost No 1.00 0.00 0.00 0.20 0.20 0.20 0.20 0.20 0 1.00Crop Demostration No 4.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0 4.00Distribution of PP equipments No 2.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 2.00Livestock Management & Fodder demostration NoAnimal Health Camps No 2.00 0.00 0.00 0.50 0.50 0.50 0.50 0.00 0 2.00Fodder Production No 3.48 0.00 0.00 0.60 0.80 0.60 1.00 0.48 0 3.48 Purchasing of Bulls etc,Others No 1.25 0.00 0.00 0.30 0.30 0.30 0.35 0.00 0 1.25Compost Pits No 1.02 0.00 0.00 0.00 0.30 0.30 0.30 0.12 0 1.02Distributins of chaff cutters No 2.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0 2.00Distributins of mangers No 1.00 0.00 0.00 0.00 0.17 0.39 0.39 0.06 0 1.00Total (C) 19.90 0.00 0.00 3.20 5.20 5.81 4.84 0.86 19.90(D)Micro Enterprise(9%)Revolving found to SHG 0.25 43 10.75 0.00 0.00 15 3.75 20 5.00 5 1.25 3 0.75 0.00 43 10.75Revolving found to indivisual enterpreneurs No 0.25 7 1.75 0.00 0.00 2 0.50 4 1.00 1 0.25 0.00 0.00 7 1.75Grant in aid to federation of SHG's No 2.00 3 5.41 0.00 0.00 0.00 1 2.00 1 2.00 1 1.41 0.00 3 5.41Total(D) 17.91 0.00 0.00 4.25 8.00 3.50 2.16 0.00 17.91(E) Consolidation 5.97 0.00 0.00 0.00 0.00 0.00 0.00 5.97 5.97
Grand Total 199.00 0.00 11.94 44.59 44.07 38.97 35.22 24.20 199.00
Production measures for arable land(9%)
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 19.18 0.00 0.00 2.88 3.84 4.79 3.84 3.84 19.18Monitoring 1.92 0.00 0.00 0.38 0.48 0.48 0.29 0.29 1.92Evaluation 1.92 0.00 0.00 0.19 0.77 0.00 0.96 1.92EPA 7.67 0.00 0.00 7.67 0.00 0.00 0.00 0.00 7.67I & CB 9.59 0.00 9.59 0.00 0.00 0.00 0.00 0.00 9.59DPR 1.92 0.00 1.92 0.00 0.00 0.00 0.00 0.00 1.92Total (A) 42.19 0.00 11.51 11.12 5.08 5.27 5.08 4.12 42.19(B)
Contour Bund/Field Bund Ha 0.26 20 5.20 0.00 0.00 5 1.30 5 1.30 5 1.30 5 1.30 0.00 20 5.20EarthenCheckDam No 35 11.75 0.00 0.00 10 1.50 10 3.00 9 3.75 2 1.10 4 2.40 35 11.75Tanka No 0.85 8 6.80 0.00 0.00 1 0.85 1 0.85 2 1.70 2 1.70 2 1.70 8 6.80Water Harvesting Structure No 6 6.90 0.00 0.00 1 1.00 2 2.00 1 1.20 1 1.20 1 1.50 6 6.90
Pasture Development Ha 1.36 18 24.48 0.00 0.00 6 8.16 6 8.16 6 8.16 0.00 0.00 18 24.48EarthenCheckDam No 27 8.40 0.00 0.00 4 0.60 10 1.50 4 1.40 5 2.50 4 2.40 27 8.40Percolation Tank No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00Water Harvesting Structure No 3 10.00 0.00 0.00 0.00 0 0.00 1 3.00 1 3.00 1 4.00 3 10.00Tanka No 0.85 4 3.40 0.00 0.00 0 0.00 1 0.85 1 0.85 1 0.85 1 0.85 4 3.40
Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00EarthenCheckDam No 17 4.75 0.00 0.00 5 0.75 6 0.90 2 0.90 2 1.10 2 1.10 17 4.75Runoff Management Structure No 6 7.40 0.00 0.00 1 1.00 1 1.00 1 1.20 1 1.20 2 3.00 6 7.40Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00Munja Plantation Km 0.05 6.5 0.32 0.00 0.00 2 0.10 1 0.05 1.0 0.05 2 0.10 0.5 0.02 6.5 0.32Water Harvesting Structure No 4 18.00 1 3.00 1 4.00 1 4.00 0 0.00 1 7.00 4 18.00Total(B) 107.40 0.00 0.00 18.26 23.61 27.51 14.05 23.97 107.40
ANNUAL ACTION PLAN GRAM PANCHAYAT KLYANPURA (THOI)Preparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
Conservation measures for arable land
Conservation measures for non arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
( C )
Horticulture plantation near tankaNo 0.05 12 0.60 0.00 0.00 4 0.20 4 0.20 2 0.10 2 0.10 0.00 12 0.60
Only Horticulture No 0.33 5 1.65 0.00 0.00 1 0.33 1 0.33 1 0.33 1 0.33 1 0.33 5 1.65Agroforestory No 1.00 0.00 0.00 0.50 0.40 0.10 0.00 0.00 0 1.00Vermi compost No 1.50 0.00 0.00 0.20 0.20 0.20 0.40 0.50 0 1.50Crop Demostration No 3.73 0.00 0.00 1.00 1.00 1.00 0.73 0.00 0 3.73Distribution of PP equipments No 2.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 2.00Livestock Management & Fodder demostration NoAnimal Health Camps No 1.00 0.00 0.00 0.25 0.25 0.25 0.25 0.00 0 1.00Fodder Production No 3.00 0.00 0.00 0.60 0.80 0.60 0.60 0.40 0 3.00 Purchasing of Bulls etc,Others No 1.20 0.00 0.00 0.30 0.30 0.30 0.30 0.00 0 1.20Compost Pits No 1.00 0.00 0.00 0.00 0.30 0.30 0.30 0.10 0 1.00Distributins of chaff cutters No 1.50 0.00 0.00 0.00 0.00 1.00 0.50 0.00 0 1.50Distributins of mangers No 1.00 0.00 0.00 0.00 0.17 0.39 0.39 0.06 0 1.00Total (C) 19.18 0.00 0.00 3.38 4.95 5.57 3.90 1.39 19.18(D)Micro Enterprise(9%)Revolving found to SHG 0.25 42 10.50 0.00 0.00 15 3.75 20 5.00 5 1.25 2 0.50 0.00 42 10.50Revolving found to indivisual enterpreneurs No 0.25 6 1.50 0.00 0.00 2 0.50 2 0.50 2 0.50 0.00 0.00 6 1.50Grant in aid to federation of SHG's No 2.00 3 5.26 0.00 0.00 0.00 1 2.00 1 2.00 1 1.26 0.00 3 5.26Total(D) 17.26 0.00 0.00 4.25 7.50 3.75 1.76 0.00 17.26(E) Consolidation 5.75 0.00 0.00 0.00 0.00 0.00 0.00 5.75 5.75
Grand Total 191.78 0.00 11.51 37.01 41.14 42.10 24.79 35.23 191.78
Production measures for arable land(9%)
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 24.75 0.00 0.00 3.71 4.95 6.19 4.95 4.95 24.75Monitoring 2.47 0.00 0.00 0.49 0.62 0.62 0.37 0.37 2.47Evaluation 2.47 0.00 0.00 0.25 0.99 0.00 1.24 2.47EPA 9.90 0.00 0.00 9.90 0.00 0.00 0.00 0.00 9.90I & CB 12.37 0.00 12.37 0.00 0.00 0.00 0.00 0.00 12.37DPR 2.47 0.00 2.47 0.00 0.00 0.00 0.00 0.00 2.47Total (A) 54.44 0.00 14.85 14.35 6.56 6.80 6.56 5.32 54.44(B)
Contour Bund/Field Bund Ha 0.26 30 7.80 0.00 0.00 10 2.60 10 2.60 10 2.60 0 0.00 0.00 30 7.80EarthenCheckDam No 32 11.50 0.00 0.00 9 1.35 10 3.50 5 2.25 4 2.00 4 2.40 32 11.50Tanka No 0.85 6 5.10 0.00 0.00 1 0.85 1 0.85 2 1.70 1 0.85 1 0.85 6 5.10Water Harvesting Structure No 8 9.40 0.00 0.00 2 2.40 1 1.50 1 1.50 4 4.00 0.00 8 9.40
Pasture Development Ha 1.36 30 40.80 0.00 0.00 10 13.60 10 13.60 10 13.60 0.00 0.00 30 40.80EarthenCheckDam No 24 8.25 0.00 0.00 5 1.75 5 3.00 4 2.00 10 1.50 0 0.00 24 8.25Percolation Tank No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00Water Harvesting Structure No 10 12.40 0.00 0.00 1 1.20 4 4.00 3 4.20 2 3.00 0 0.00 10 12.40Tanka No 0.85 6 5.10 0.00 0.00 1 0.85 1 0.85 2 1.70 2 1.70 0 0.00 6 5.10
Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00EarthenCheckDam No 12 6.20 0.00 0.00 0 0.00 2 1.20 5 2.25 3 1.65 2 1.10 12 6.20Runoff Management Structure No 11 13.90 0.00 0.00 2 2.00 2 2.00 5 7.50 1 1.20 1 1.20 11 13.90Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00Munja Plantation Km 0.05 2.5 0.12 0.00 0.00 1 0.05 1 0.05 0.5 0.02 0.00 0.00 2.5 0.12Water Harvesting Structure No 3 18.00 1 3.00 1 7.00 1 8.00 0 0.00 3 18.00Total(B) 138.57 0.00 0.00 26.65 36.15 46.32 23.90 5.55 138.57
ANNUAL ACTION PLAN GRAM PANCHAYAT HATHIDEHPreparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
Conservation measures for arable land
Conservation measures for non arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
( C )
Horticulture plantation near tankaNo 0.05 10 0.50 0.00 0.00 2 0.10 4 0.20 2 0.10 2 0.10 0.00 10 0.50
Only Horticulture No 0.33 7 2.31 0.00 0.00 0 0.00 2 0.66 2 0.66 2 0.66 1 0.33 7 2.31Agroforestory No 1.50 0.00 0.00 0.50 0.50 0.50 0.00 0.00 0 1.50Vermi compost No 2.00 0.00 0.00 0.40 0.40 0.40 0.40 0.40 0 2.00Crop Demostration No 6.00 0.00 0.00 1.50 1.50 1.50 1.50 0.00 0 6.00Distribution of PP equipments No 2.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 2.00Livestock Management & Fodder demostration NoAnimal Health Camps No 1.00 0.00 0.00 0.25 0.25 0.25 0.25 0.00 0 1.00Fodder Production No 4.50 0.00 0.00 0.80 1.00 1.00 1.00 0.70 0 4.50 Purchasing of Bulls etc,Others No 1.94 0.00 0.00 0.40 0.40 0.40 0.40 0.34 0 1.94Compost Pits No 1.00 0.00 0.00 0.00 0.30 0.30 0.30 0.10 0 1.00Distributins of chaff cutters No 1.00 0.00 0.00 0.00 0.00 0.50 0.50 0.00 0 1.00Distributins of mangers No 1.00 0.00 0.00 0.00 0.17 0.39 0.39 0.06 0 1.00Total (C) 24.75 0.00 0.00 3.95 6.38 7.00 5.50 1.93 24.75(D)Micro Enterprise(9%)Revolving found to SHG 0.25 55 13.75 0.00 0.00 15 3.75 20 5.00 16 4.00 4 1.00 0.00 55 13.75Revolving found to indivisual enterpreneurs No 0.25 8 2.00 0.00 0.00 2 0.50 4 1.00 2 0.50 0.00 0.00 8 2.00Grant in aid to federation of SHG's No 2.00 4 6.53 0.00 0.00 0.00 1 2.00 1 2.00 1 2.00 1 0.53 4 6.53Total(D) 22.28 0.00 0.00 4.25 8.00 6.50 3.00 0.53 22.28(E) Consolidation 7.43 0.00 0.00 0.00 0.00 0.00 0.00 7.43 7.43
Grand Total 247.47 0.00 14.85 49.20 57.08 66.62 38.96 20.76 247.47
Production measures for arable land(9%)
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 6.72 0.00 0.00 1.01 1.34 1.68 1.34 1.34 6.72Monitoring 0.67 0.00 0.00 0.13 0.17 0.17 0.10 0.10 0.67Evaluation 0.67 0.00 0.00 0.07 0.27 0.00 0.34 0.67EPA 2.69 0.00 0.00 2.69 0.00 0.00 0.00 0.00 2.69I & CB 3.36 0.00 3.36 0.00 0.00 0.00 0.00 0.00 3.36DPR 0.67 0.00 0.67 0.00 0.00 0.00 0.00 0.00 0.67Total (A) 14.79 0.00 4.03 3.90 1.78 1.85 1.78 1.45 14.79(B)
Contour Bund/Field Bund Ha 0.26 10 2.60 0.00 0.00 5 1.30 0 0.00 5 1.30 0 0.00 0.00 10 2.60EarthenCheckDam No 8 3.70 0.00 0.00 1 0.55 1 0.45 3 0.90 3 1.80 0 0.00 8 3.70Tanka No 0.85 4 3.40 0.00 0.00 1 0.85 1 0.85 1 0.85 1 0.85 0 0.00 4 3.40Water Harvesting Structure No 1 1.00 0.00 0.00 0 0.00 0 0.00 1 1.00 0 0.00 0.00 1 1.00
Pasture Development Ha 1.36 16 21.76 0.00 0.00 10 13.60 6 8.16 0 0.00 0.00 0.00 16 21.76EarthenCheckDam No 5 2.30 0.00 0.00 1 0.50 2 0.70 2 1.10 0 0.00 0 0.00 5 2.30Percolation Tank No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00Water Harvesting Structure No 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00Tanka No 0.85 2 1.70 0.00 0.00 1 0.85 1 0.85 0 0.00 0 0.00 0 0.00 2 1.70
Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00EarthenCheckDam No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00Runoff Management Structure No 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00Munja Plantation Km 0.05 4.0 0.19 0.00 0.00 1 0.05 1 0.05 2.0 0.09 0.00 0.00 4.0 0.19Water Harvesting Structure No 1 1.00 0.00 0.00 0.00 0.00 0.00 1 1.00 0 0.00 1 1.00Total(B) 37.65 0.00 0.00 17.70 11.06 5.24 3.65 0.00 37.65
ANNUAL ACTION PLAN GRAM PANCHAYAT HARDAS KA BAS Preparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
Conservation measures for arable land
Conservation measures for non arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
( C )
Horticulture plantation near tankaNo 0.05 10 0.50 0.00 0.00 2 0.10 2 0.10 2 0.10 4 0.20 0.00 10 0.50
Only Horticulture No 0.33 4 1.32 0.00 0.00 0 0.00 1 0.33 2 0.66 1 0.33 0 0.00 4 1.32Agroforestory No 0.50 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0 0.50Vermi compost No 0.30 0.00 0.00 0.20 0.10 0.00 0 0.00 0.00 0 0.30Crop Demostration No 1.40 0.00 0.00 0.50 0.50 0.40 0.00 0.00 0 1.40Distribution of PP equipments No 0.40 0.00 0.00 0.00 0.20 0.20 0.00 0.00 0.40Livestock Management & Fodder demostration NoAnimal Health Camps No 0.50 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0 0.50Fodder Production No 0.60 0.00 0.00 0.30 0.00 0.30 0.00 0.00 0 0.60 Purchasing of Bulls etc,Others No 0.30 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0 0.30Compost Pits No 0.30 0.00 0.00 0.00 0.30 0.00 0.00 0.00 0 0.30Distributins of chaff cutters No 0.40 0.00 0.00 0.00 0.00 0.20 0.20 0.00 0 0.40Distributins of mangers No 0.20 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0 0.20Total (C) 6.72 0.00 0.00 1.90 2.03 2.06 0.73 0.00 6.72(D)Micro Enterprise(9%)Revolving found to SHG 0.25 14 3.50 0.00 0.00 5 1.25 5 1.25 4 1.00 0 0.00 0.00 14 3.50Revolving found to indivisual enterpreneurs No 0.25 2 0.50 0.00 0.00 1 0.25 1 0.25 0 0.00 0.00 0.00 2 0.50Grant in aid to federation of SHG's No 2.00 2 2.05 0.00 0.00 1 2.00 1 0.05 0 0.00 0 0.00 0.00 2 2.05Total(D) 6.05 0.00 0.00 3.50 1.55 1.00 0.00 0.00 6.05(E) Consolidation 2.01 0.00 0.00 0.00 0.00 0.00 0.00 2.01 2.01
Grand Total 67.22 0.00 4.03 27.00 16.42 10.15 6.16 3.46 67.22
Production measures for arable land(9%)
(A)
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 20.28 0.00 0.00 3.04 4.06 5.07 4.06 4.06 20.28Monitoring 2.03 0.00 0.00 0.41 0.51 0.51 0.30 0.30 2.03Evaluation 2.03 0.00 0.00 0.20 0.81 0.00 1.01 2.03EPA 8.11 0.00 0.00 8.11 0.00 0.00 0.00 0.00 8.11I & CB 10.14 0.00 10.14 0.00 0.00 0.00 0.00 0.00 10.14DPR 2.03 0.00 2.03 0.00 0.00 0.00 0.00 0.00 2.03Total (A) 44.62 0.00 12.17 11.76 5.37 5.58 5.37 4.36 44.62(B)
Contour Bund/Field Bund Ha 0.26 40 10.40 0.00 0.00 10 2.60 10 2.60 10 2.60 10 2.60 0.00 40 10.40EarthenCheckDam No 26 12.90 0.00 0.00 4 1.00 12 5.90 10 6.00 0 0.00 0 0.00 26 12.90Tanka No 0.85 8 6.80 0.00 0.00 2 1.70 2 1.70 2 1.70 1 0.85 1 0.85 8 6.80Water Harvesting Structure No 8 8.80 0.00 0.00 2 2.00 2 2.40 2 2.00 2 2.40 0.00 8 8.80
Pasture Development Ha 1.36 17 23.12 0.00 0.00 5 6.80 5 6.80 7 9.52 0.00 0.00 17 23.12EarthenCheckDam No 45 14.00 0.00 0.00 5 3.00 10 5.00 10 3.00 20 3.00 0 0.00 45 14.00Percolation Tank No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00Water Harvesting Structure No 8 8.80 0.00 0.00 2 2.00 2 2.40 2 2.00 2 2.40 0 0.00 8 8.80Tanka No 0.85 8 6.80 0.00 0.00 2 1.70 2 1.70 2 1.70 1 0.85 1 0.85 8 6.80
Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00EarthenCheckDam No 10 2.85 0.00 0.00 5 0.75 2 0.60 2 1.00 1 0.50 0 0.00 10 2.85Runoff Management Structure No 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00Gabion Structure No 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00Munja Plantation Km 0.05 2.0 0.11 0.00 0.00 1 0.05 1 0.06 0 0.00 0.00 0.00 2.0 0.11Water Harvesting Structure No 5 19.00 0.00 0 0.00 1 3.00 1 7.00 1 3.00 1 3.00 1 3.00 5 19.00Total(B) 113.58 0.00 0.00 24.60 36.16 32.52 15.60 4.70 113.58
ANNUAL ACTION PLAN GRAM PANCHAYAT BURJA KI DHANIPreparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
Conservation measures for arable land
Conservation measures for non arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
( C )
Horticulture plantation near tankaNo 0.05 10 0.50 0.00 0.00 2 0.10 2 0.10 2 0.10 2 0.10 2 0.10 10 0.50
Only Horticulture No 0.33 4 1.32 0.00 0.00 0 0.00 1 0.33 2 0.66 1 0.33 0 0.00 4 1.32Agroforestory No 1.50 0.00 0.00 0.50 0.50 0.50 0.00 0.00 0 1.50Vermi compost No 2.00 0.00 0.00 0.40 0.40 0.40 0.40 0.40 0 2.00Crop Demostration No 4.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0 4.00Distribution of PP equipments No 2.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 2.00Livestock Management & Fodder demostration NoAnimal Health Camps No 1.00 0.00 0.00 0.25 0.25 0.25 0.25 0.00 0 1.00Fodder Production No 3.00 0.00 0.00 0.60 0.80 0.60 1.00 0.00 0 3.00 Purchasing of Bulls etc,Others No 1.96 0.00 0.00 0.40 0.60 0.60 0.36 0.00 0 1.96Compost Pits No 1.00 0.00 0.00 0.00 0.30 0.30 0.30 0.10 0 1.00Distributins of chaff cutters No 1.00 0.00 0.00 0.00 0.00 0.50 0.50 0.00 0 1.00Distributins of mangers No 1.00 0.00 0.00 0.00 0.17 0.39 0.39 0.06 0 1.00Total (C) 20.28 0.00 0.00 3.25 5.45 6.30 4.63 0.66 20.28(D)Micro Enterprise(9%)Revolving found to SHG 0.25 45 11.25 0.00 0.00 15 3.75 20 5.00 5 1.25 5 1.25 0.00 45 11.25Revolving found to indivisual enterpreneurs No 0.25 7 1.75 0.00 0.00 2 0.50 4 1.00 1 0.25 0.00 0.00 7 1.75Grant in aid to federation of SHG's No 2.00 3 5.24 0.00 0.00 0.00 1 2.00 1 2.00 1 1.24 0.00 3 5.24Total(D) 18.24 0.00 0.00 4.25 8.00 3.50 2.49 0.00 18.24(E) Consolidation 6.09 0.00 0.00 0.00 0.00 0.00 0.00 6.09 6.09
Grand Total 202.81 0.00 12.17 43.86 54.98 47.90 28.09 15.81 202.81
Production measures for arable land(9%)
Abstract of Runoff management Structure
Name of G.P JHARALI
Sno. Cost for RMS No of RMS Total amount
1 2 2.00
2 2 3.00
4 5.00
Name of G.P KLYANPURA (THOI)
Sno. Cost for RMS No of RMS Total amount
1 3 3.00
2 2 2.40
3 1 1.50
6 6.90
Name of G.P HATHIDEH
Sno. Cost for RMS No of RMS Total amount
1 4 4.00
2 2 2.40
1.50 2 3.00
8 9.40
Name of G.P HARDAS KA BAS
Sno. Cost for RMS No of RMS Total amount
1 1 1.00
1 1.00
Name of G.P BURJA KI DHANI
Sno. Cost for RMS No of RMS Total amount
1 4 4.00
2 4 4.80
8 8.80
1.00
1.20
Total
Total
Arable Land Conversation
1.00
1.20
1.50
1.00
1.50
Total
Total
1.00
Total
1.00
1.20
Abstract of Whs
Name of G.P JHARALI
Sno. Cost of WHS No Total amount
1 3 9.00
3 9.00
Name of G.P KLYANPURA (THOI)Sno. Cost of WHS No Total amount
1 2 6.00
2 1 4.00
3 10.00
Name of G.P HATHIDEHSno. Cost of WHS No Total amount
1 4 4.00
2 2 2.40
3 4 6.00
10 12.40
Name of G.P HARDAS KA BAS Sno. Cost of WHS No Total amount
1 0 0.00
0 0.00
Name of G.P BURJA KI DHANI Sno. Cost of WHS No Total amount
1 4 4.00
2 4 4.80
8 8.80
NonArable conversation
3.00
Total
1.50
0.00
3.00
Total
4.00
1.00
1.20
Total
1.00
1.20
Total
Total
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy FinAdmn. 90.83 0.00 0.00 13.62 18.17 22.71 18.17 18.17 90.83Monitoring 9.08 0.00 0.00 1.82 2.27 2.27 1.36 1.36 9.08Evaluation 9.08 0.00 0.00 0.91 3.63 0.00 4.54 9.08EPA 36.33 0.00 0.00 0.00 3.63 14.53 0.00 18.17 36.33I & CB 45.41 0.00 45.41 0.00 0.00 0.00 0.00 0.00 45.41DPR 9.08 0.00 9.08 0.00 0.00 0.00 0.00 0.00 9.08Total (A) 199.82 0.00 54.50 16.35 27.70 39.51 24.07 37.69 199.82(B)
Contour Bund/Field Bund Ha 0.26 122 32 0 0 0 0 40 10 35 9 32 8 15 4 0 0 122 31.72EarthenCheckDam No 125 47 0 0 0 0 29 7 38 14 32 14 13 7 13 6 125 47.00Tanka No 0.85 30 26 0 0 0 0 5 4 5 4 7 6 7 6 6 5 30 25.50Water Harvesting Structure No 27 31 0 0 0 0 6 6 6 7 6 7 8 9 1 2 27 31.10
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Pasture Development Ha 1.36 110 150 0 0 0 0 41 56 37 50 32 44 0 0 0 0 110 149.60EarthenCheckDam No 120 42 0 0 0 0 20 7 32 12 20 8 39 9 9 5 120 41.70Percolation Tank No 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00Water Harvesting Structure No 24 40 0 0 0 0 3 3 6 6 7 12 6 11 2 7 24 40.20Tanka No 0.85 24 20 0 0 0 0 5 4 6 5 6 5 5 4 2 2 24 20.40Drainage line treatment Nalla Bank Stabilisation Km 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00EarthenCheckDam No 59 22 0 0 0 0 15 3 15 4 14 6 8 4 7 4 59 21.80Runoff Management Structure No 31 35 0 0 0 0 5 5 8 6 9 12 4 5 5 7 31 34.70Gabion Structure No 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00Munja Plantation Km 0.05 19 1 0 0 0 0 6 0 5 0 5 0 2 0 1 0 19 0.92Water Harvesting Structure No 14 64 0 0 0 0 2 6 3 14 3 14 4 20 2 10 14 64.00Total(B) 508.64 0.00 0.00 112.81 132.58 135.78 80.15 47.32 508.64
Conservation measures for arable land
Conservation measures for non arable land
4thYear 5thYear 6thYear 7thYear Total
Natural resource management(56%)
ANNUAL ACTION PLAN JHARALI WATERSHEDPreparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin4thYear 5thYear 6thYear 7thYear Total
ANNUAL ACTION PLAN JHARALI WATERSHEDPreparatory phase activities capacity building training & EPA(22%)
Activity Unit Unitcost Quantity Totalcost 1stYear 2ndYear 3rdYear
( C )
Horticulture plantation near tankaNo 0.05 50 3 0 0 0 0 12 1 14 1 10 1 12 1 2 0 50 2.50
Only Horticulture No 0.33 22 7 0 0 0 0 1 0 6 2 8 3 5 2 2 1 22 7.26Agroforestory No 0 6 0 0 0 0 0 2 0 2 0 1 0 0 0 0 5.59Vermi compost No 0 7 0 0 0 0 0 1 0 1 0 1 0 1 0 2 6.80Crop Demostration No 0 19 0 0 0 0 0 5 0 5 0 5 0 4 0 0 19.13Distribution of PP equipments No 0 8 0 0 0 0 0 0 0 4 0 4 0 0 0 0 8.40Livestock Management & Fodder demostration NoAnimal Health Camps No 0 6 0 0 0 0 0 2 0 2 0 1 0 1 0 0 5.50Fodder Production No 0 15 0 0 0 0 0 3 0 3 0 3 0 4 0 2 14.58
Purchasing of Bulls etc,Others No 0 7 0 0 0 0 0 2 0 2 0 2 0 1 0 0 6.65Compost Pits No 0 4 0 0 0 0 0 0 0 2 0 1 0 1 0 0 4.32Distributins of chaff cutters No 0 6 0 0 0 0 0 0 0 0 0 3 0 3 0 0 5.90Distributins of mangers No 0 4 0 0 0 0 0 0 0 1 0 2 0 2 0 0 4.20Total (C) 90.83 0.00 0.00 15.68 24.00 26.74 19.60 4.82 90.83(D)Micro Enterprise(9%)Revolving found to SHG No 0.25 199 49.75 0 0 0 0 65 16 85 21 35 9 14 4 0 0 199 49.75Revolving found to indivisual enterpreneurs No 0.25 30 7.50 0 0 0 0 9 2 15 4 6 2 0 0 0 0 30 7.50Grant in aid to federation of SHG's No 2.00 15 24.49 0 0 0 0 1 2 5 8 4 8 4 6 1 1 15 24.49Total(D) 81.74 0.00 0.00 20.50 33.05 18.25 9.41 0.53 81.74(E) Consolidation 27.25 0 0 0 0 0 0 0 0 0 0 0 0 0 27 27.25Grand Total 908.28 0.00 54.50 165.34 217.33 220.28 133.23 117.62 908.28
Production measures for arable land(9%)
Abstract of EARTHEN Check Dam
Name of G.P JHARALI
Sno. Cost for ECD No of ECD Total amount
1 15 2.25
2 5 2.50
3 4 2.40
24 7.15
Name of G.P KLYANPURA (THOI)
Sno. Cost for ECD No of ECD Total amount
1 10 1.50
2 10 3.00
3 5 1.75
4 4 2.00
5 2 1.10
6 4 2.40
35 11.75
Name of G.P HADHIDEH
Sno. Cost for ECD No of ECD Total amount
1 9 1.35
2 10 3.50
3 5 2.25
4 4 2.00
5 4 2.40
32 11.50
Name of G.P HARDAS KA BAS
Sno. Cost for ECD No of ECD Total amount
1 3 0.90
2 1 0.45
3 1 0.55
4 3 1.80
8 3.70
Name of G.P BURJA KI DHANI
Sno. Cost for ECD No of ECD Total amount
1 2 0.30
2 2 0.70
3 2 0.90
4 10 5.00
5 10 6.00
26 12.90
0.45
0.50
0.60
Total
0.45
0.55
0.15
0.35
0.60
Total
0.35
0.45
0.50
0.30
0.60
Total
0.35
0.50
0.60
Total
0.15
0.55
Total
0.15
0.30
Arable Land Conversation
0.15
0.50
0.60
JHARLI IWMPEarthen chack dam
Length in m 10
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.5 3:12:1 0.9 3:1
3 4.5 1.8 2.7
8.5 5.5
CS (Tw+Bw) *Hight
2
CS 7.125 CS 2.925
Average Cross section 4.325
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 10 4.33 43.25 Cum 92 3979.00
2 Dry stone pitching 23cm thick 124 10.00 4.50 10.35 Cum 925 9573.75
3 Ls 1400
14952.75
3% contengency 448.58Total 15401.33
Say 15000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 20
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.5 3:12:1 0.9 3:1
3 4.5 1.8 2.7
8.5 5.5
CS (Tw+Bw) *Hight
2
CS 7.125 CS 2.925
Average Cross section 4.325
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 20 4.33 86.50 Cum 92 7958.00
2 Dry stone pitching 23cm thick 124 20.00 4.50 20.70 Cum 925 19147.50
3 Ls 1900
29005.50
3% contengency 870.17Total 29875.67
Say 30000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 21
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.8 3:12:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight
2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 21 6.50 136.50 Cum 92 12558.00
2 Dry stone pitching 23cm thick 124 21.00 4.50 21.74 Cum 925 20104.88
3 Ls 1800
34462.88
3% contengency 1033.89Total 35496.76
Say 35000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 26.5
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.8 3:12:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight
2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 26.5 6.50 172.25 Cum 92 15847.00
2 Dry stone pitching 23cm thick 124 26.50 4.50 27.43 Cum 925 25370.44
3 Ls 2400
43617.44
3% contengency 1308.52Total 44925.96
Say 45000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 33
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.5 3:12:1 1 3:1
3 4.5 2 3
8.5 6
CS (Tw+Bw) *Hight
2
CS 7.125 CS 3.5
Average Cross section 4.708333
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 33 4.71 155.38 Cum 92 14294.50
2 Dry stone pitching 23cm thick 125 33.00 4.50 34.16 Cum 925 31593.38
3 Ls 2200
48087.88
3% contengency 1442.64Total 49530.51
Say 50000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 33
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.8 3:12:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight
2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 33 6.50 214.50 Cum 92 19734.00
2 Dry stone pitching 23cm thick 125 33.00 4.50 34.16 Cum 925 31593.38
3 Ls 2200
53527.38
3% contengency 1605.82Total 55133.20
Say 55000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
JHARLI IWMPEarthen chack dam
Length in m 40
Maximum cross section Minimum cross section on both sides
1.0
1.0
US
DS 2:1 1.5 3:12:1 1 3:1
3 4.5 2 3
8.5 6
CS (Tw+Bw) *Hight
2
CS 7.125 CS 3.5
Average Cross section 4.708333
Sr.no.
BSR Itam
No Length
Cross
secction Qty Unit Rate Amount
119 B 40 4.71 188.33 Cum 92 17326.67
2 Dry stone pitching 23cm thick 124 40.00 4.50 41.40 Cum 925 38295.00
3 Ls 2350
57971.67
3% contengency 1739.15Total 59710.82
Say 60000
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50 Vegetation
Model Estimate
waste weir & earthen bundJHARALI IWMP
1.65
Design as per field topography Abstruct of cost
Area 2 ha. Cost of waste weir 25940Slope 1 to 5 % Cost of earthen bund 33586maximum hight 2 mtr. Total 59526maximum lenth of treval 80 mtr. Say 0.60 lacs
waste weir & earthen bund
Data to put A C L H h I Df2 0.3 80 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 0.6 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.3
0.4637 0.0276 28 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
0.789 0.3 0.6 0.9 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 0.80TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.1 0.6 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.1 0.6 0.5
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
715.54 80 715.54 1 1.000 0.45 0.6 0.3 0.9 0.50.45
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.24 0.6 0.4
3.0768 0.0195 715.54 157.79 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 1.43 0.6 0.5 1.1 0.82510 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 d0.4637 1.71 1.65 0.3 0.164 L=length of the crest wall in mtr wall joint 1.1 0.6 0.5
5.4127 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARALI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.30 0.80 0.6 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b414 0.30 0.6 2300
UW2 = ½(b-a)H b a H cofficient
345 0.80 0.30 0.6 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient180 1000 0.6 0.3 0.9 0.80 0.5
Fa = whH w h H H 0.60180 1000 0.3 0.6 h 0.3 W1 414
a 0.30 W2 345Fb = wH2 / 2 w H H H2 cofficient b 0.80 U 180
180 1000 0.6 0.6 0.36 0.5 w 1000 Fa 180Fb 180
Fc = wah w a h Fc 9090 1000 0.30 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W2414 0.65 90 180 180 180 0.30 0.80 345
H U0.6 180
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
441.45 269.1 58.5 113.85 0.80 0.30 0.50 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3186 54 36 96
RM OM RM/OM441.45 186 2.373387 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
669 414 345 90 180Th Fa Fb Frictional cofficient
360 180 180 0.8C.F*Tv/Th 1.49 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.382 255.45 669E=b/2-X b/2 X
0.018 0.4 0.382
e b/60.018 0.133 b/6>e
Hance safe
Structural Design 0
Top Plan 0.51.65
0.30.80
0.502.08
0.93 1.43
0.70.6
ElivationHead wall extention
1.13
0.78Head wall
0.93 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
0.802.08
0.50
0.9cc 1:4:8
0.24
0.80
0.3
0.80
Side wall
1.1
0.75
0.5
0.6
2.1
0.45
0.24
0.35
0.3
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.55 0.345 1.44 0.625
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 1.65 0.80 0.75 0.99Head wall extention 2 2.1 0.45 0.75 1.42
side wall 2 2.08 0.45 0.75 1.40Appron 1 1.65 0.93 0.9 1.37
Toe wall 1 1.65 0.9 0.75 1.11Wing Wall 1 0.675 0.6 0.6 0.24
6.54 100 653.8952
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 1.65 0.80 0.3 0.40Head wall extention 2 2.1 0.45 0.3 0.57
side wall 2 2.08 0.45 0.3 0.56Appron 1 1.65 0.93 0.3 0.46
Toe wall 1 1.65 0.9 0.3 0.45Wing Wall 1 0.68 0.6 0.3 0.12
2.55 2208 5626.633
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 1.65 0.80 0.45 0.59Head wall extention 2 2.1 0.45 0.45 0.85
side wall 2 2.08 0.45 0.45 0.84Appron 1 1.65 0.93 0.15 0.23
Toe wall 1 1.65 0.9 0.45 0.67Wing Wall 1 0.68 0.6 0.3 0.12
3.30 1849 6108.6454 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 1.65 0.55 0.6 0.54Head wall extention 2 2.1 0.345 1.1 1.59
side wall 2 1.44 0.45 0.65 0.84side wall 2 2.08 0.45 0.45 0.84
Appron 1 1.65 0.93 0.00Toe wall 1 1.65 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.184.00 2011 8048.089
cf 20437.26
121
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
122Abf 20437.262
Head wall 1 1.65 0.3 0.1 0.050Head wall extention 2 2.10 0.24 0.08 0.08064
side wall 2 0.80 0.45 0.08 0.0576side wall 2 1.13 0.45 0.08 0.081
Appron 1 1.65 0.93 0.08 0.122Toe wall 1 1.65 0.35 0.08 0.046
Wing Wall 1 0.68 0.6 0.08 0.0320.470 2475 1162.9216
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 1.65 0.3 0.495Head wall 1 1.65 0.6 0.99
Head wall extention 2 2.10 0.24 1.01Head wall extention 2 2.10 1.1 4.62
side wall 2 0.80 0.45 0.72side wall 2 1.13 0.45 1.02side wall 2 2.08 0.45 1.87side wall 2 1.44 0.65 1.87side wall 2 0.45 1.1 0.99
Appron 1 1.65 0.93 1.53Toe wall 1 1.65 0.95 1.57
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
18.63 150 2794.2874
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 1.65 0.925 0.15 0.23 3120 714.37781
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 1.65 0.78 1.29 58.6 75.527117Total 25184.376
3% contengency 756TOTAL 25939.91
JHARALI IWMPEarthen bund
Length in m 20
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 1.8 3:1
2:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 20 6.50 130.00 Cum 92 11960.00
2 Dry stone pitching 15-30 cm thick 124 20.00 4.50 20.70 Cum 925 19147.503 Ls 1500
32607.503% contengency 978.23
Total 33585.73
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Runoff Management StructureJHARALI IWMP
2.48
Design as per field topography Abstruct of cost
Area 3 ha. Cost of waste weir 38060Slope 1 to 5 % Cost of earthen bund 62422maximum hight 2 mtr. Total 100483maximum lenth of treval 130 mtr. Say 1.00 lacs
Runoff Management Structure
Data to put A C L H h I Df3 0.3 130 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 0.75 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.3
0.6955 0.0276 28 3 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
0.921 0.3 0.75 1.05 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 L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
1482.2 130 1482.2 1 1.000 0.525 0.75 0.3 1.05 0.50.55
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.3 0.75 0.4
5.3906 0.0195 1482.2 276.44 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 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 d0.6955 1.71 2.48 0.3 0.164 L=length of the crest wall in mtr wall joint 1.25 0.75 0.5
8.1191 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARALI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.30 1.00 0.75 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b517.5 0.30 0.75 2300
UW2 = ½(b-a)H b a H cofficient
603.75 1.00 0.30 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient262.5 1000 0.75 0.3 1.05 1.00 0.5
Fa = whH w h H H 0.75225 1000 0.3 0.75 h 0.3 W1 517.5
a 0.30 W2 603.75Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 262.5
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 225Fb 281.25
Fc = wah w a h Fc 9090 1000 0.30 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W2517.5 0.85 90 225 281.25 262.5 0.30 1.00 603.75
H U0.75 262.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
795.31 439.875 76.5 278.93 1.00 0.30 0.70 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3329.6875 84.375 70.3125 175
RM OM RM/OM795.31 329.6875 2.412307 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
948.75 517.5 603.75 90 262.5Th Fa Fb Frictional cofficient
506.25 225 281.25 0.8C.F*Tv/Th 1.50 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.491 465.62 948.75E=b/2-X b/2 X
0.009 0.5 0.491
e b/60.009 0.167 b/6>e
Hance safe
Structural Design 0
Top Plan 0.52.48
0.31.00
0.702.34
0.99 1.69
0.70.6
ElivationHead wall extention
1.27
1.03Head wall
0.99 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.002.34
0.70
0.9cc 1:4:8
0.3
1.00
0.3
1.00
Side wall
1.25
0.8
0.5
0.75
2.25
0.55
0.3
0.35
0.3
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.65 0.425 1.67 0.625
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 2.48 1.00 0.8 1.98Head wall extention 2 2.25 0.55 0.8 1.98
side wall 2 2.34 0.45 0.8 1.68Appron 1 2.48 0.99 0.9 2.20
Toe wall 1 2.48 0.9 0.8 1.78Wing Wall 1 0.675 0.6 0.6 0.24
9.87 100 986.8431
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 2.48 1.00 0.3 0.74Head wall extention 2 2.25 0.55 0.3 0.74
side wall 2 2.34 0.45 0.3 0.63Appron 1 2.48 0.99 0.3 0.73
Toe wall 1 2.48 0.9 0.3 0.67Wing Wall 1 0.68 0.6 0.3 0.12
3.64 2208 8035.734
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 2.48 1.00 0.5 1.24Head wall extention 2 2.25 0.55 0.5 1.24
side wall 2 2.34 0.45 0.5 1.05Appron 1 2.48 0.99 0.15 0.37
Toe wall 1 2.48 0.9 0.5 1.11Wing Wall 1 0.68 0.6 0.3 0.12
5.13 1849 9483.6834 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 2.48 0.65 0.75 1.21Head wall extention 2 2.25 0.425 1.25 2.39
side wall 2 1.67 0.45 0.8 1.20side wall 2 2.34 0.45 0.45 0.95
Appron 1 2.48 0.99 0.00Toe wall 1 2.48 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.185.93 2011 11920.77
cf 30427.03
121
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
122Abf 30427.029
Head wall 1 2.48 0.3 0.1 0.074Head wall extention 2 2.25 0.3 0.08 0.108
side wall 2 1.00 0.45 0.08 0.072side wall 2 1.27 0.45 0.08 0.092
Appron 1 2.48 0.99 0.08 0.196Toe wall 1 2.48 0.35 0.08 0.069
Wing Wall 1 0.68 0.6 0.08 0.0320.643 2475 1591.4819
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 2.48 0.3 0.743Head wall 1 2.48 0.75 1.86
Head wall extention 2 2.25 0.3 1.35Head wall extention 2 2.25 1.25 5.63
side wall 2 1.00 0.45 0.9side wall 2 1.27 0.45 1.14side wall 2 2.34 0.45 2.10side wall 2 1.67 0.8 2.67side wall 2 0.45 1.25 1.13
Appron 1 2.48 0.99 2.44Toe wall 1 2.48 0.95 2.35
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
24.27 150 3640.5109
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 2.48 0.988 0.15 0.37 3120 1143.9699
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 2.48 1.03 2.54 58.6 148.8128Total 36951.805
3% contengency 1109TOTAL 38060.36
JHARALI IWMPEarthen bund
Length in m 38
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 1.8 3:1
2:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 38 6.50 247.00 Cum 92 22724.00
2 Dry stone pitching15-30 cm thick 124 38.00 4.50 39.33 Cum 925 36380.253 Ls 1500
60604.253% contengency 1818.13
Total 62422.38
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Runoff Management StructureJHARALI IWMP
2.48
Design as per field topography Abstruct of cost
Area 3 ha. Cost of waste weir 38060Slope 1 to 5 % Cost of earthen bund 81647maximum hight 2 mtr. Total 119707maximum lenth of treval 130 mtr. Say 1.20 lacs
Runoff Management Structure
Data to put A C L H h I Df3 0.3 130 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 0.75 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.3
0.6955 0.0276 28 3 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
0.921 0.3 0.75 1.05 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 L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
1482.2 130 1482.2 1 1.000 0.525 0.75 0.3 1.05 0.50.55
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.3 0.75 0.4
5.3906 0.0195 1482.2 276.44 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 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 d0.6955 1.71 2.48 0.3 0.164 L=length of the crest wall in mtr wall joint 1.25 0.75 0.5
8.1191 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARALI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.30 1.00 0.75 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b517.5 0.30 0.75 2300
UW2 = ½(b-a)H b a H cofficient
603.75 1.00 0.30 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient262.5 1000 0.75 0.3 1.05 1.00 0.5
Fa = whH w h H H 0.75225 1000 0.3 0.75 h 0.3 W1 517.5
a 0.30 W2 603.75Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 262.5
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 225Fb 281.25
Fc = wah w a h Fc 9090 1000 0.30 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W2517.5 0.85 90 225 281.25 262.5 0.30 1.00 603.75
H U0.75 262.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
795.31 439.875 76.5 278.93 1.00 0.30 0.70 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3329.6875 84.375 70.3125 175
RM OM RM/OM795.31 329.6875 2.412307 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
948.75 517.5 603.75 90 262.5Th Fa Fb Frictional cofficient
506.25 225 281.25 0.8C.F*Tv/Th 1.50 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.491 465.62 948.75E=b/2-X b/2 X
0.009 0.5 0.491
e b/60.009 0.167 b/6>e
Hance safe
Structural Design 0
Top Plan 0.52.48
0.31.00
0.702.34
0.99 1.69
0.70.6
ElivationHead wall extention
1.27
1.03Head wall
0.99 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.002.34
0.5
0.75
2.25
0.55
0.3
0.35
0.3
0.70
0.9cc 1:4:8
0.3
1.00
0.3
1.00
Side wall
1.25
0.8
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.65 0.425 1.67 0.625
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 2.48 1.00 0.8 1.98Head wall extention 2 2.25 0.55 0.8 1.98
side wall 2 2.34 0.45 0.8 1.68Appron 1 2.48 0.99 0.9 2.20
Toe wall 1 2.48 0.9 0.8 1.78Wing Wall 1 0.675 0.6 0.6 0.24
9.87 100 986.8431
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 2.48 1.00 0.3 0.74Head wall extention 2 2.25 0.55 0.3 0.74
side wall 2 2.34 0.45 0.3 0.63Appron 1 2.48 0.99 0.3 0.73
Toe wall 1 2.48 0.9 0.3 0.67Wing Wall 1 0.68 0.6 0.3 0.12
3.64 2208 8035.734
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 2.48 1.00 0.5 1.24Head wall extention 2 2.25 0.55 0.5 1.24
side wall 2 2.34 0.45 0.5 1.05Appron 1 2.48 0.99 0.15 0.37
Toe wall 1 2.48 0.9 0.5 1.11Wing Wall 1 0.68 0.6 0.3 0.12
5.13 1849 9483.6834 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 2.48 0.65 0.75 1.21Head wall extention 2 2.25 0.425 1.25 2.39
side wall 2 1.67 0.45 0.8 1.20side wall 2 2.34 0.45 0.45 0.95
Appron 1 2.48 0.99 0.00Toe wall 1 2.48 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.185.93 2011 11920.77
cf 30427.03
121
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
122Abf 30427.029
Head wall 1 2.48 0.3 0.1 0.074Head wall extention 2 2.25 0.3 0.08 0.108
side wall 2 1.00 0.45 0.08 0.072side wall 2 1.27 0.45 0.08 0.092
Appron 1 2.48 0.99 0.08 0.196Toe wall 1 2.48 0.35 0.08 0.069
Wing Wall 1 0.68 0.6 0.08 0.0320.643 2475 1591.4819
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 2.48 0.3 0.743Head wall 1 2.48 0.75 1.86
Head wall extention 2 2.25 0.3 1.35Head wall extention 2 2.25 1.25 5.63
side wall 2 1.00 0.45 0.9side wall 2 1.27 0.45 1.14side wall 2 2.34 0.45 2.10side wall 2 1.67 0.8 2.67side wall 2 0.45 1.25 1.13
Appron 1 2.48 0.99 2.44Toe wall 1 2.48 0.95 2.35
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
24.27 150 3640.5109
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 2.48 0.988 0.15 0.37 3120 1143.9699
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 2.48 1.03 2.54 58.6 148.8128Total 36951.805
3% contengency 1109TOTAL 38060.36
JHARALI IWMPEarthen bund
Length in m 50
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 1.8 3:1
2:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 50 6.50 325.00 Cum 92 29900.00
2 Dry stone pitching15-30 cm thick 124 50.00 4.50 51.75 Cum 925 47868.753 Ls 1500
79268.753% contengency 2378.06
Total 81646.81
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Runoff Management Structure/WHSJHARALI IWMP
4.13
Design as per field topography Abstruct of cost
Area 5 ha. Cost of waste weir 51557Slope 1 to 5 % Cost of earthen bund 98697maximum hight 2 mtr. Total 150254maximum lenth of treval 125 mtr. Say 1.50 lacs
Runoff Management Structure/WHS
Data to put A C L H h I Df5 0.3 125 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 0.75 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.3
1.1592 0.0276 28 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
0.921 0.3 0.75 1.05 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 L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
1397.5 125 1397.5 1 1.000 0.525 0.75 0.3 1.05 0.50.55
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.3 0.75 0.4
5.1519 0.0195 1397.5 264.2 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 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 d1.1592 1.71 4.13 0.3 0.164 L=length of the crest wall in mtr wall joint 1.25 0.75 0.5
13.532 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARALI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.30 1.00 0.75 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b517.5 0.30 0.75 2300
UW2 = ½(b-a)H b a H cofficient
603.75 1.00 0.30 0.75 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient262.5 1000 0.75 0.3 1.05 1.00 0.5
Fa = whH w h H H 0.75225 1000 0.3 0.75 h 0.3 W1 517.5
a 0.30 W2 603.75Fb = wH2 / 2 w H H H2 cofficient b 1.00 U 262.5
281.25 1000 0.75 0.75 0.5625 0.5 w 1000 Fa 225Fb 281.25
Fc = wah w a h Fc 9090 1000 0.30 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W2517.5 0.85 90 225 281.25 262.5 0.30 1.00 603.75
H U0.75 262.5
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
795.31 439.875 76.5 278.93 1.00 0.30 0.70 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3329.6875 84.375 70.3125 175
RM OM RM/OM795.31 329.6875 2.412307 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
948.75 517.5 603.75 90 262.5Th Fa Fb Frictional cofficient
506.25 225 281.25 0.8C.F*Tv/Th 1.50 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.491 465.62 948.75E=b/2-X b/2 X
0.009 0.5 0.491
e b/60.009 0.167 b/6>e
Hance safe
Structural Design 0
Top Plan 0.54.13
0.31.00
0.702.34
0.99 1.69
0.70.6
ElivationHead wall extention
1.27
1.03Head wall
0.99 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.002.34
0.5
0.75
2.25
0.55
0.3
0.35
0.3
0.70
0.9cc 1:4:8
0.3
1.00
0.3
1.00
Side wall
1.25
0.9
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.65 0.425 1.67 0.625
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 4.13 1.00 0.9 3.71Head wall extention 2 2.25 0.55 0.9 2.23
side wall 2 2.34 0.45 0.9 1.89Appron 1 4.13 0.99 0.9 3.67
Toe wall 1 4.13 0.9 0.9 3.34Wing Wall 1 0.675 0.6 0.6 0.24
15.09 100 1508.511
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 4.13 1.00 0.3 1.24Head wall extention 2 2.25 0.55 0.3 0.74
side wall 2 2.34 0.45 0.3 0.63Appron 1 4.13 0.99 0.3 1.22
Toe wall 1 4.13 0.9 0.3 1.11Wing Wall 1 0.68 0.6 0.3 0.12
5.07 2208 11192.07
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 4.13 1.00 0.6 2.48Head wall extention 2 2.25 0.55 0.6 1.49
side wall 2 2.34 0.45 0.6 1.26Appron 1 4.13 0.99 0.15 0.61
Toe wall 1 4.13 0.9 0.6 2.23Wing Wall 1 0.68 0.6 0.3 0.12
8.18 1849 15130.294 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 4.13 0.65 0.75 2.01Head wall extention 2 2.25 0.425 1.25 2.39
side wall 2 1.67 0.45 0.8 1.20side wall 2 2.34 0.45 0.45 0.95
Appron 1 4.13 0.99 0.00Toe wall 1 4.13 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.186.73 2011 13538.58
cf 41369.44
121
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
122Abf 41369.441
Head wall 1 4.13 0.3 0.1 0.124Head wall extention 2 2.25 0.3 0.08 0.108
side wall 2 1.00 0.45 0.08 0.072side wall 2 1.27 0.45 0.08 0.092
Appron 1 4.13 0.99 0.08 0.326Toe wall 1 4.13 0.35 0.08 0.116
Wing Wall 1 0.68 0.6 0.08 0.0320.869 2475 2151.0284
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 4.13 0.3 1.238Head wall 1 4.13 0.75 3.09
Head wall extention 2 2.25 0.3 1.35Head wall extention 2 2.25 1.25 5.63
side wall 2 1.00 0.45 0.9side wall 2 1.27 0.45 1.14side wall 2 2.34 0.45 2.10side wall 2 1.67 0.8 2.67side wall 2 0.45 1.25 1.13
Appron 1 4.13 0.99 4.07Toe wall 1 4.13 0.95 3.92
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
29.20 150 4380.0132
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 4.13 0.988 0.15 0.61 3120 1906.6165
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 4.13 1.03 4.23 58.6 248.02134Total 50055.12
3% contengency 1502TOTAL 51556.77
JHARALI IWMPEarthen bund
Length in m 60
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 1.8 3:1
2:1 1.2 3:1
3.6 5.4 2.4 3.6
10 7
CS (Tw+Bw) *Hight2
CS 9.9 CS 4.8
Average Cross section 6.5
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 60 6.50 390.00 Cum 92 35880.00
2 Dry stone pitching 15-30 cm thick 124 60.00 4.50 62.10 Cum 925 57442.503 Ls 2500
95822.503% contengency 2874.68
Total 98697.18
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Water Harvesting StructureJHARLI IWMP
2.48
Design as per field topography Abstruct of cost
Area 3 ha. Cost of waste weir 51322Slope 1 to 5 % Cost of earthen bund 49754maximum hight 2 mtr. Total 101077maximum lenth of treval 75 mtr. Say 1.00 lacs
Water Harvesting Structure
Data to put A C L H h I Df2 0.3 75 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 1 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.45
0.6955 0.0276 28 3 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
1.140 0.3 1 1.3 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.20TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 2.5 1 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 1.5 1 0.5
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
649.52 75 649.52 1 1.000 0.65 1 0.3 1.3 0.50.75
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.4 1 0.4
2.8558 0.0195 649.52 146.45 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 2.13 1 0.5 1.5 1.12510 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 d0.6955 1.71 2.48 0.3 0.164 L=length of the crest wall in mtr wall joint 1.5 1 0.5
8.1191 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARLI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.45 1.20 1 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b1035 0.45 1 2300
UW2 = ½(b-a)H b a H cofficient
862.5 1.20 0.45 1 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient390 1000 1 0.3 1.3 1.20 0.5
Fa = whH w h H H 1.00300 1000 0.3 1 h 0.3 W1 1035
a 0.45 W2 862.5Fb = wH2 / 2 w H H H2 cofficient b 1.20 U 390
500 1000 1 1 1 0.5 w 1000 Fa 300Fb 500
Fc = wah w a h Fc 135135 1000 0.45 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W21035 0.975 135 300 500 390 0.45 1.20 862.5
H U1 390
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
1567.69 1009.125 131.625 426.94 1.20 0.45 0.75 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/3628.6667 150 166.6667 312
RM OM RM/OM1567.69 628.6667 2.49367 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
1642.5 1035 862.5 135 390Th Fa Fb Frictional cofficient
800 300 500 0.8C.F*Tv/Th 1.64 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.572 939.02 1642.5E=b/2-X b/2 X
0.028 0.6 0.572
e b/60.028 0.200 b/6>e
Hance safe
Structural Design 0
Top Plan 0.52.48
0.451.20
0.752.93
1.38 2.13
0.70.6
ElivationHead wall extention
1.73
1.25Head wall
1.38 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.202.93
0.75
0.9cc 1:4:8
0.4
1.20
0.45
1.20
Side wall
1.5
0.75
0.5
1
2.5
0.75
0.4
0.35
0.3
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 0.825 0.575 2.06 0.625
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 2.48 1.20 0.75 2.23Head wall extention 2 2.5 0.75 0.75 2.81
side wall 2 2.93 0.45 0.75 1.97Appron 1 2.48 1.38 0.9 3.06
Toe wall 1 2.48 0.9 0.75 1.67Wing Wall 1 0.675 0.6 0.6 0.24
11.99 100 1199.172
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 2.48 1.20 0.3 0.89Head wall extention 2 2.5 0.75 0.3 1.13
side wall 2 2.93 0.45 0.3 0.79Appron 1 2.48 1.38 0.3 1.02
Toe wall 1 2.48 0.9 0.3 0.67Wing Wall 1 0.68 0.6 0.3 0.12
4.62 2208 10193.83
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 2.48 1.20 0.45 1.34Head wall extention 2 2.5 0.75 0.45 1.69
side wall 2 2.93 0.45 0.45 1.18Appron 1 2.48 1.38 0.15 0.51
Toe wall 1 2.48 0.9 0.45 1.00Wing Wall 1 0.68 0.6 0.3 0.12
5.84 1849 10804.334 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 2.48 0.825 1 2.04Head wall extention 2 2.5 0.575 1.5 4.31
side wall 2 2.06 0.45 1.05 1.95side wall 2 2.93 0.45 0.45 1.18
Appron 1 2.48 1.38 0.00Toe wall 1 2.48 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.189.67 1962 18973.67
cf 41171.01
121
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
122Abf 41171.013
Head wall 1 2.48 0.45 0.1 0.111Head wall extention 2 2.50 0.4 0.08 0.16
side wall 2 1.20 0.45 0.08 0.0864side wall 2 1.73 0.45 0.08 0.125
Appron 1 2.48 1.38 0.08 0.272Toe wall 1 2.48 0.35 0.08 0.069
Wing Wall 1 0.68 0.6 0.08 0.0320.856 2475 2119.4626
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 2.48 0.45 1.114Head wall 1 2.48 1 2.48
Head wall extention 2 2.50 0.4 2.00Head wall extention 2 2.50 1.5 7.50
side wall 2 1.20 0.45 1.08side wall 2 1.73 0.45 1.56side wall 2 2.93 0.45 2.63side wall 2 2.06 1.05 4.33side wall 2 0.45 1.5 1.35
Appron 1 2.48 1.38 3.40Toe wall 1 2.48 0.95 2.35
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
31.75 150 4762.8971
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 2.48 1.375 0.15 0.51 3120 1592.8694
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 2.48 1.25 3.09 58.6 181.31731Total 49827.56
3% contengency 1495TOTAL 51322.39
JHARLI IWMPEarthen bund
Length in m 24
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 2.5 3:1
2:1 1.5 3:1
5 7.5 3 4.5
13.5 8.5
CS (Tw+Bw) *Hight2
CS 18.125 CS 7.125
Average Cross section 10.79167
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 24 10.79 259.00 Cum 92 23828.00
2 Dry stone pitching 23cm thick 124 24.00 4.50 24.84 Cum 925 22977.003 Ls 1500
48305.003% contengency 1449.15
Total 49754.15
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Water Harvesting StructureJHARLI IWMP
4.13
Design as per field topography Abstruct of cost
Area 5 ha. Cost of waste weir 103841Slope 1 to 5 % Cost of earthen bund 198060maximum hight 2 mtr. Total 301901maximum lenth of treval 80 mtr. Say 3.0 lacs
Water Harvesting Structure
Data to put A C L H h I Df2 0.3 80 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 1.5 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.45
1.1592 0.0276 28 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
1.579 0.3 1.5 1.8 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.60TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 3 1.5 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 2 1.5 0.5
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
715.54 80 715.54 1 1.000 0.9 1.5 0.3 1.8 0.50.9
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.6 1.5 0.4
3.0768 0.0195 715.54 157.79 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 3.00 1.5 0.5 2 1.510 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 d1.1592 1.71 4.13 0.3 0.164 L=length of the crest wall in mtr wall joint 2 1.5 0.5
13.532 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARLI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.45 1.60 1.5 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b1552.5 0.45 1.5 2300
UW2 = ½(b-a)H b a H cofficient
1983.75 1.60 0.45 1.5 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient720 1000 1.5 0.3 1.8 1.60 0.5
Fa = whH w h H H 1.50450 1000 0.3 1.5 h 0.3 W1 1552.5
a 0.45 W2 1983.75Fb = wH2 / 2 w H H H2 cofficient b 1.60 U 720
1125 1000 1.5 1.5 2.25 0.5 w 1000 Fa 450Fb 1125
Fc = wah w a h Fc 135135 1000 0.45 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W21552.5 1.375 135 450 1125 720 0.45 1.60 1983.75
H U1.5 720
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
3825.98 2134.688 185.625 1505.67 1.60 0.45 1.15 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/31668 337.5 562.5 768
RM OM RM/OM3825.98 1668 2.293752 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
2951.25 1552.5 1983.75 135 720Th Fa Fb Frictional cofficient
1575 450 1125 0.8C.F*Tv/Th 1.50 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.731 2157.98 2951.25E=b/2-X b/2 X
0.069 0.8 0.731
e b/60.069 0.267 b/6>e
Hance safe
Structural Design 0
Top Plan 0.54.13
0.451.60
1.153.80
1.85 3.00
0.70.6
ElivationHead wall extention
2.41
1.89Head wall
1.85 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.603.80
1.15
0.9cc 1:4:8
0.6
1.60
0.45
1.60
Side wall
2
0.9
0.5
1.5
3
0.9
0.6
0.35
0.3
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 1.025 0.75 2.70 0.625
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 4.13 1.60 0.9 5.94Head wall extention 2 3 0.9 0.9 4.86
side wall 2 3.80 0.45 0.9 3.08Appron 1 4.13 1.85 0.9 6.87
Toe wall 1 4.13 0.9 0.9 3.34Wing Wall 1 0.675 0.6 0.6 0.24
24.33 100 2433.247
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 4.13 1.60 0.3 1.98Head wall extention 2 3 0.9 0.3 1.62
side wall 2 3.80 0.45 0.3 1.03Appron 1 4.13 1.85 0.3 2.29
Toe wall 1 4.13 0.9 0.3 1.11Wing Wall 1 0.68 0.6 0.3 0.12
8.15 2208 17998.12
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 4.13 1.60 0.6 3.96Head wall extention 2 3 0.9 0.6 3.24
side wall 2 3.80 0.45 0.6 2.05Appron 1 4.13 1.85 0.15 1.14
Toe wall 1 4.13 0.9 0.6 2.23Wing Wall 1 0.68 0.6 0.3 0.12
12.75 1849 23568.544 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 4.13 1.025 1.5 6.34Head wall extention 2 3 0.75 2 9.00
side wall 2 2.70 0.45 1.55 3.77side wall 2 3.80 0.45 0.45 1.54
Appron 1 4.13 1.85 0.00Toe wall 1 4.13 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.1820.83 1962 40869.95
cf 84869.86
121
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
122Abf 84869.864
Head wall 1 4.13 0.45 0.1 0.186Head wall extention 2 3.00 0.6 0.08 0.288
side wall 2 1.60 0.45 0.08 0.1152side wall 2 2.41 0.45 0.08 0.174
Appron 1 4.13 1.85 0.08 0.611Toe wall 1 4.13 0.35 0.08 0.116
Wing Wall 1 0.68 0.6 0.08 0.0321.521 2475 3764.7614
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 4.13 0.45 1.856Head wall 1 4.13 1.5 6.19
Head wall extention 2 3.00 0.6 3.60Head wall extention 2 3.00 2 12.00
side wall 2 1.60 0.45 1.44side wall 2 2.41 0.45 2.17side wall 2 3.80 0.45 3.42side wall 2 2.70 1.55 8.37side wall 2 0.45 2 1.80
Appron 1 4.13 1.85 7.63Toe wall 1 4.13 0.95 3.92
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
54.36 150 8153.3924
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 4.13 1.85 0.15 1.14 3120 3571.8891
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 4.13 1.89 7.80 58.6 456.94519Total 100816.85
3% contengency 3025TOTAL 103841.36
JHARLI IWMPEarthen bund
Length in m 70
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 3.5 3:1
2:1 2 3:1
7 10.5 4 6
18.5 11
CS (Tw+Bw) *Hight2
CS 34.125 CS 12
Average Cross section 19.375
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 70 19.38 1356.25 Cum 92 124775.00
2 Dry stone pitching 23cm thick 124 70.00 4.50 72.45 Cum 925 67016.253 Ls 500
192291.253% contengency 5768.74
Total 198059.99
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Water Harvesting StructureJHARLI IWMP
4.95
Design as per field topography Abstruct of cost
Area 6 ha. Cost of waste weir 117383Slope 1 to 5 % Cost of earthen bund 283752maximum hight 2 mtr. Total 401135maximum lenth of treval 75 mtr. Say 4.0 lacs
Water Harvesting Structure
Data to put A C L H h I Df2 0.3 75 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 1.5 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.6
1.391 0.0276 28 6 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
1.579 0.3 1.5 1.8 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.60TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 3 1.5 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 2 1.5 0.5
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
649.52 75 649.52 1 1.000 0.9 1.5 0.3 1.8 0.50.9
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.6 1.5 0.4
2.8558 0.0195 649.52 146.45 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 3.00 1.5 0.5 2 1.510 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
1.391 1.71 4.95 0.3 0.164 L=length of the crest wall in mtr wall joint 2 1.5 0.516.238 10 Hight of the side wall at toe 1.5*h cofficient h
F Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.30.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h
0.2 0.675 2.25 0.3hw Cofficient Df Df
0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3
d h F 13 Top width of toe wall 0.350.5 0.3 0.2 14 Height of toe wall 0.3
15 Thickness of side wall 0.45
a = Top width of head wall in m. JHARLI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.60 1.60 1.5 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b2070 0.60 1.5 2300
UW2 = ½(b-a)H b a H cofficient
1725 1.60 0.60 1.5 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient720 1000 1.5 0.3 1.8 1.60 0.5
Fa = whH w h H H 1.50450 1000 0.3 1.5 h 0.3 W1 2070
a 0.60 W2 1725Fb = wH2 / 2 w H H H2 cofficient b 1.60 U 720
1125 1000 1.5 1.5 2.25 0.5 w 1000 Fa 450Fb 1125
Fc = wah w a h Fc 180180 1000 0.60 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W22070 1.3 180 450 1125 720 0.60 1.60 1725
H U1.5 720
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
4063.50 2691 234 1138.50 1.60 0.60 1.00 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/31668 337.5 562.5 768
RM OM RM/OM4063.50 1668 2.436151 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
3255 2070 1725 180 720Th Fa Fb Frictional cofficient
1575 450 1125 0.8C.F*Tv/Th 1.65 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.736 2395.50 3255E=b/2-X b/2 X
0.064 0.8 0.736
e b/60.064 0.267 b/6>e
Hance safe
Structural Design 0
Top Plan 0.54.95
0.61.60
1.003.95
2.00 3.00
0.70.6
ElivationHead wall extention
2.53
1.80Head wall
2.00 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.603.95
0.5
1.5
3
0.9
0.6
0.35
0.3
1.00
0.9cc 1:4:8
0.6
1.60
0.6
1.60
Side wall
2
0.9
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 1.1 0.75 2.78 0.625
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 4.95 1.60 0.9 7.13Head wall extention 2 3 0.9 0.9 4.86
side wall 2 3.95 0.45 0.9 3.20Appron 1 4.95 2.00 0.9 8.91
Toe wall 1 4.95 0.9 0.9 4.01Wing Wall 1 0.675 0.6 0.6 0.24
28.35 100 2835.26
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 4.95 1.60 0.3 2.38Head wall extention 2 3 0.9 0.3 1.62
side wall 2 3.95 0.45 0.3 1.07Appron 1 4.95 2.00 0.3 2.97
Toe wall 1 4.95 0.9 0.3 1.34Wing Wall 1 0.68 0.6 0.3 0.12
9.49 2208 20956.94
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 4.95 1.60 0.6 4.75Head wall extention 2 3 0.9 0.6 3.24
side wall 2 3.95 0.45 0.6 2.13Appron 1 4.95 2.00 0.15 1.49
Toe wall 1 4.95 0.9 0.6 2.67Wing Wall 1 0.68 0.6 0.3 0.12
14.41 1849 26636.064 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 4.95 1.1 1.5 8.17Head wall extention 2 3 0.75 2 9.00
side wall 2 2.78 0.45 1.55 3.87side wall 2 3.95 0.45 0.45 1.60
Appron 1 4.95 2.00 0.00Toe wall 1 4.95 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.1822.82 1962 44776.15
cf 95204.41
121
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
122Abf 95204.411
Head wall 1 4.95 0.6 0.1 0.297Head wall extention 2 3.00 0.6 0.08 0.288
side wall 2 1.60 0.45 0.08 0.1152side wall 2 2.53 0.45 0.08 0.182
Appron 1 4.95 2.00 0.08 0.792Toe wall 1 4.95 0.35 0.08 0.139
Wing Wall 1 0.68 0.6 0.08 0.0321.846 2475 4567.7171
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 4.95 0.6 2.970Head wall 1 4.95 1.5 7.43
Head wall extention 2 3.00 0.6 3.60Head wall extention 2 3.00 2 12.00
side wall 2 1.60 0.45 1.44side wall 2 2.53 0.45 2.28side wall 2 3.95 0.45 3.56side wall 2 2.78 1.55 8.60side wall 2 0.45 2 1.80
Appron 1 4.95 2.00 9.90Toe wall 1 4.95 0.95 4.70
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
60.23 150 9034.9549
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 4.95 2 0.15 1.49 3120 4633.802
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 4.95 1.80 8.92 58.6 522.99908Total 113963.88
3% contengency 3419TOTAL 117382.80
JHARLI IWMPEarthen bund
Length in m 100
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 3.5 3:1
2:1 2 3:1
7 10.5 4 6
18.5 11
CS (Tw+Bw) *Hight2
CS 34.125 CS 12
Average Cross section 19.375
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 100 19.38 1937.50 Cum 92 178250.00
2 Dry stone pitching 23cm thick 124 100.00 4.50 103.50 Cum 925 95737.503 Ls 1500
275487.503% contengency 8264.63
Total 283752.13
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Model Estimate
Water Harvesting StructureJHARALI IWMP
12.38
Design as per field topography Abstruct of cost
Area 15 ha. Cost of waste weir 214909Slope 1 to 5 % Cost of earthen bund 586372maximum hight 2 mtr. Total 801281maximum lenth of treval 95 mtr. Say 8.0 lacs
Water Harvesting Structure
Data to put A C L H h I Df2 0.3 95 1 0.3 10 30 Structural Design
Hydrologic DesignQ=0.0276 CIA Q= Peak rate run off in Cum/Sec. H h d p
C= Weighted cofficient of run off 1.5 0.3 0.5 2.3
I= 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 0.26 0.3 2.3 1.3 1.14Q Cofficient I A C Say 0.75
3.4776 0.0276 28 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
1.579 0.3 1.5 1.8 2.3 1.3 1.14TC=0.0195 K0.77 TC=Time of constration in minute Say 1.60TC=Time of constration in minute 3 Length of head wall ext l l=H+d+1 H d cofficientK= L3/2/H½ 3 1.5 0.5 1L= Max. length of travel in Mtr. 4 Hight of head wall ext H+d H dH=Diffrence elevation in Mtr. 2 1.5 0.5
K L L3/2
H H½ 5 Bottom width of head wall ext 0.5(H+h) H h H+h cofficient
925.95 95 925.95 1 1.000 0.9 1.5 0.3 1.8 0.50.9
6 Top width of head wall ext 0.4*H H cofficientTC Cofficient K K.77 0.6 1.5 0.4
3.7524 0.0195 925.95 192.43 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 3.00 1.5 0.5 2 1.510 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 d3.4776 1.71 12.38 0.3 0.164 L=length of the crest wall in mtr wall joint 2 1.5 0.5
40.595 10 Hight of the side wall at toe 1.5*h cofficient hF Cofficient hw F=free board in mtr wall joint 0.45 1.5 0.3
0.115 1.5 0.0767 11 Length of wing wall 2.25*h cofficient h0.2 0.675 2.25 0.3
hw Cofficient Df Df0.5 Df=fatch length in mtr 12 Height of wing wall 1.5*h cofficient h
0.0767 0.014 30 5.48 hw=wave length in mtr 0.45 1.5 0.3d h F 13 Top width of toe wall 0.35
0.5 0.3 0.2 14 Height of toe wall 0.315 Thickness of side wall 0.45
a = Top width of head wall in m. JHARALI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0
Fa = Water force in KgFb = Water force in KgFc = Water force in KgU = uplift force in Kg h
= Specific gravity of dam material kg/cum(2300kg/cum) Fcw = Unit weight of water in kg/cum(1000 kg/cum) whH = Height of head wallh = head over the crestC = Coefficient in uplift (0.5) Fa X1
= Coefficient of friction (0.65 to 0.75) Fb H
a b H h C w H/3 H/2 W10.75 1.60 1.5 0.3 2300 0.5 1000 W2
W1 = a H a H w(h+H) b2587.5 0.75 1.5 2300
UW2 = ½(b-a)H b a H cofficient
1466.25 1.60 0.75 1.5 2300 0.5cw(h+H)
U = ½Cw(H+h)b w H h H+h b cofficient720 1000 1.5 0.3 1.8 1.60 0.5
Fa = whH w h H H 1.50450 1000 0.3 1.5 h 0.3 W1 2587.5
a 0.75 W2 1466.25Fb = wH2 / 2 w H H H2 cofficient b 1.60 U 720
1125 1000 1.5 1.5 2.25 0.5 w 1000 Fa 450Fb 1125
Fc = wah w a h Fc 225225 1000 0.75 0.3
b/3 2b/3
a
Safety against overturning
W1 x1 Fc Fa Fb U a b W22587.5 1.225 225 450 1125 720 0.75 1.60 1466.25
H U1.5 720
RM W1x1+Fcx1+W2.2(b-a)/3W1x1 Fcx1 W2.2(b-a)/3b a b-a coffi
4267.88 3169.688 275.625 822.57 1.60 0.75 0.85 0.66OM FaxH/2+FbxH/3+Ux2b/3
FaxH/2 FbxH/3 Ux2b/31668 337.5 562.5 768
RM OM RM/OM4267.88 1668 2.55868 >1.5 Hance safe
Safety against slidingTv W1 W2 Fc U
3558.75 2587.5 1466.25 225 720Th Fa Fb Frictional cofficient
1575 450 1125 0.8C.F*Tv/Th 1.81 >1.3 Hence safe
Safety against tension at baseX=(RM-OM)/Tv RM-OM Tv
0.731 2599.88 3558.75E=b/2-X b/2 X
0.069 0.8 0.731
e b/60.069 0.267 b/6>e
Hance safe
Structural Design 0
Top Plan 0.512.38
0.751.60
0.854.10
2.15 3.00
0.70.6
ElivationHead wall extention
2.65
1.72Head wall
2.15 0.35 0.45Land Level
0.3Apron
0.60.6
Foundation0.3
1.604.10
0.85
0.9cc 1:4:8
0.6
1.60
0.75
1.60
Side wall
2
0.9
0.5
1.5
3
0.9
0.6
0.35
0.3
Estimate
0 0 0 0 0 0
Head wall H.W.E Side wallToe WallAverage 1.175 0.75 2.85 0.625
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 12.38 1.60 0.9 17.82Head wall extention 2 3 0.9 0.9 4.86
side wall 2 4.10 0.45 0.9 3.32Appron 1 12.38 2.15 0.9 23.95
Toe wall 1 12.38 0.9 0.9 10.03Wing Wall 1 0.675 0.6 0.6 0.24
60.22 100 6022.01
2Cement concrete 1:4:8 (1cement:4 sand:8 concrete) 40/25 mm concrete Using mixture & vibrater 11B
Head wall 1 12.38 1.60 0.3 5.94Head wall extention 2 3 0.9 0.3 1.62
side wall 2 4.10 0.45 0.3 1.11Appron 1 12.38 2.15 0.3 7.98
Toe wall 1 12.38 0.9 0.3 3.34Wing Wall 1 0.68 0.6 0.3 0.12
20.11 1974 39704.78
3RR stone mesonary in Cement sand mortar 1 : 6
Head wall 1 12.38 1.60 0.6 11.88Head wall extention 2 3 0.9 0.6 3.24
side wall 2 4.10 0.45 0.6 2.21Appron 1 12.38 2.15 0.15 3.99
Toe wall 1 12.38 0.9 0.6 6.68Wing Wall 1 0.68 0.6 0.3 0.12
28.13 1917 53928.794 RR stone mesonary in Cement sand mortar 1 : 6 121
Head wall 1 12.38 1.175 1.5 21.81Head wall extention 2 3 0.75 2 9.00
side wall 2 2.85 0.45 1.55 3.98side wall 2 4.10 0.45 0.45 1.66
Appron 1 12.38 2.15 0.00Toe wall 1 12.38 0.625 0 0.00
Wing Wall 1 0.68 0.6 0.45 0.1836.63 1917 70224.06
cf 169879.6
121
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
122Abf 169879.64
Head wall 1 12.38 0.75 0.1 0.928Head wall extention 2 3.00 0.6 0.08 0.288
side wall 2 1.60 0.45 0.08 0.1152side wall 2 2.65 0.45 0.08 0.191
Appron 1 12.38 2.15 0.08 2.129Toe wall 1 12.38 0.35 0.08 0.347
Wing Wall 1 0.68 0.6 0.08 0.0324.030 2404 9688.1228
6 Cement Plaster 1 : 6 ( 1 cement : 6 sand) 25 mm thick 68A
Head wall 1 12.38 0.75 9.282Head wall 1 12.38 1.5 18.56
Head wall extention 2 3.00 0.6 3.60Head wall extention 2 3.00 2 12.00
side wall 2 1.60 0.45 1.44side wall 2 2.65 0.45 2.39side wall 2 4.10 0.45 3.69side wall 2 2.85 1.55 8.84side wall 2 0.45 2 1.80
Appron 1 12.38 2.15 26.61Toe wall 1 12.38 0.95 11.76
Wing Wall 2 0.68 0.6 0.81Wing Wall 2 0.68 0.45 0.6075Wing Wall 2 0.45 0.6 0.54
101.92 151 15390.339
7Cement concrete 1:2:4 (1cement:2 sand:4 concrete) 25 mm concrete Using mixture & vibrater
Appron 123 1 12.38 2.15 0.15 3.99 3118 12445.36
8 Pointing 1:3 (1 Cement : 3 Sand) 70A
Head wall 1 12.38 1.72 21.34 58.4 1246.1646Total 208649.63
3% contengency 6259TOTAL 214909.12
JHARALI IWMPEarthen bund
Length in m 197
Maximum cross section Minimum cross section on both sides
1.01.0
USDS 2:1 3.5 3:1
2:1 1.8 3:1
7 10.5 3.6 5.4
18.5 10
CS (Tw+Bw) *Hight2
CS 34.125 CS 9.9
Average Cross section 17.975
Sr.no.BSR Itam No Length
Cross secction Qty Unit Rate Amount
119 B 197 17.98 3541.08 Cum 92 325778.90
2 Dry stone pitching 23cm thick 124 197.00 5.50 249.21 Cum 925 230514.633 Ls 13000
569293.533% contengency 17078.81
Total 586372.33
Name of work
1
Earth work Excavation in hard soil up to 1.5 mt Hight and deposited excavated meterial lead op to 50
Vegetation
Name of Plant
Cost per plant
Year No./Year
1 Diging of pit 1 1.00 nos 7.4 7.40
2Mixing with soil & fillingpit 1 0.09 cum. 40 3.64
3 Plant cost 1 1 No 5 5.004 Warering of plant 3 12 36 no 1.9 68.405 Planting tree 1 No. 3.2 3.206 Weeding & hoeing 3 1 3 No. 1.3 3.90
TOTAL 91.5491.54
Say Rs. 92Note :-
Farmer will be traind for Agroforestory palntation in Treaning programme be conducted by watershed (PIA)Farmer will ensured for Watch and Ward by himself
AmountUnitS.No
Model estimate
Agroforestry plant
RateTotal
Discription Qty
Horticulture Cost per plant
Pit size 0.9x0.9x0.9
Year No./Year
1 Diging of pit 1 cum. 0.73 100 73.002 Apply of manure
(A) Compost Khad kg. 5.00 0.4 2.00(B) S.S.P. (16%) kg. 1.00 5 5.00(C) Endosulphan (4%) kg. 0.10 30 3.00
3Mixing with soil & fillingpit 1 cum. 0.73 40 29.16
4 Plant cost 1 No 1.00 25 25.005 Planting tree No. 1.00 5 5.006 Watering of Plant 3 12 No 36.00 1.9 68.407 Weeding & hoeing 3 2 No. 6.00 1.3 7.808 Sprey
(A) Endosulphan (35 ec) 3 0.01 Ltr. 0.03 280 8.40(B) Sulpher 3 0.02 0.06 200 12.00TOTAL 238.76
Say 239.00For 21Plants =21x239
Say 5000/=
Note :- Farmer will be traind for Horticulture palntation in Treaning programme be conducted by watershed (PIA)Farmer will ensured for Watch and Ward by himself For Horticulture plantation is as per norms of Agriculture ext. Dept.
5019
Rate Amount
Model estimate
S.No DiscriptionTotal
Unit Qty
Munja Plantation
Estimate for 1m
Total
1
Preparing of availableMunjatufts,digging of pits& planting (Includinglocal transportation upto 1km
5 tufts in one metre
Rm 5.00 1 5.00TOTAL 5.00
Contengency 3% 0.15TOTAL 5.15
say Rs. 5Rates are taken from Forest BSR
AmountUnitS.No
Model estimate
RateDiscription Qty
Silvi Pasture Development
Area 5 ha
Abstruct of Cost Name of work Cost
V ditches 182000Planation 326000Fencing 172000
680000Say 680000 Lacs
Length Width Area
Plant to pant Spacing 6 6 36 Sqm No of plant 1388.89
Avalable Area 5 Ha Gap filling 20% 278
Total no of Plants 1666.6667
Plantation Cost per plantItem no
Year No./Year
1Diging of pit in Hardsoil
1121 0.45 0.45 0.45 1 No 7.4 7.40 12333.333
2Mixing with soil &filling pit
5
1 0.45 0.45 0.3 0 cum. 40 2.43 4050
3Cost of Plantincluding 20%gapfilling
As perforest
1 No. 5 5.00 8333.33334 Planting tree 113(b) 1 No. 3.2 3.20 5333.33335 Making thavla 117(b) 3 2 6 No. 1.9 34.20 475006 Hoeing & weeding 116 3 2 6 No. 1.3 7.80 10833.333
7Insectiside treatment Market
rate 33 5 ml 0 Ltr 300 13.50 18750
8 Watering 115 3 6 18 no 1.9 34.20 47500
9 Watch & ward Minimum
weges 326 26 Month 3822 72 99372
10
Proction of plant fromfrost using pulla orother locally availablematerial
As perforest
2
1 2 no 4.8 9.60 13333.333Water require
per watering
Waterring per year
No of plant
Water requireme
nt
11Supply of water tanker
3 156 1 270 per3000lt 300 27.00 37500
12grass seed sowing byTractor
As perforest 4 Ha 2532.5 10130
13Cost of Seed5x4=20kg
Ls
20 120 2400TOTAL 216 317369
Cost per plant 79.34 Contengency 3% 9521Grand total 326890
Say 326000Problem & 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 %
Model estimate
Rate AmountUnitLength Width Hight QtyDiscriptionTotal
S.No Amount for 5 ha.
Fencing post
S.No Discription Item no. No Quantity Unit Rate Amount1 Cement concrete(1:2:4) post
(15+25)/2x30=0.0127cum123 350 4.445 cum 3118 13859.51
2 Loading & unloading of blocks Forest BSR item 350 350.00 No 1.35 472.503 Digging of pits including local
transportation size.3x.3x.35Forest BSR item 350 550.00 No 8.15 4482.50
4 Supplying of angle iron 2m length 30mmx30mmx5mm size
79 350 1540.00 kg 70.9 109186.00
5 Supply of barberbed wire fencing 14 gauge 550x6=3300m,3300x0.1=330kg
2 6 330 Kg 60 19800.00
6 Tidening of barberded wire Forest BSR item 6 6300 mtr 1.3 8190.007 Interlocking of barbedwire with locally
available bussy materialForest BSR item 1 1050.00 No 9.2 9660.00
8 Planting of forest seed of tree species along the fancing at spacing of 30cm
Forest BSR item 1 1050 No 0.4 420.00
9 Cost of seed Ls 8 kg 120 960.00Total 167030.51Add 3% contengency 5010.92
172041.43Say 172000
Model estimate
1- dk;Z dk uke tydq.M dk fuekZ.k
2- xfrfof/k dk uke Ñf"k Hkqfe laj{k.k dk;Z
3- ;kstuk dk uke vkbZ- MCyw- ,e- ih- >kM+yh] iapk;r lfefr & [k.Msyk ¼lhdj½
1- ty dq.M dk fooj.k 4- tydq.M dk fooj.k dq.M dk O;kl ¼ckgj½
dq.M dk O;kl ¼vUnj½ 2-85 eh
dq.M dh [kqnkbZ 3-30 eh
dq.M dh fpukbZ 3-80 eh
dq.M dh {kerk 21000 yh-
Ø-
la-
dk;Z dk fooj.k pkS- ma- ek=k bZdkbZ nj dqy jkf’k
uhao esa 1-5 ehVj xgjkbZ rd feV~Vh dh [kqnkbZ
djuk]ry dks dwVuk ikuh Mkyuk] [kqnh ehV~Vh dks
ckgj fudkyuk] uhao Hkjus ds ckn [kyh LFkkuksa dks
iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feVh dks 50 ehVj
dh nqjh rd fuLrkj.k djuk l[r feV~Vh esa
3.14/4X3.30X3.30X1.50=12.82uhoa dh [kqnkbZ ,d vfrfjDr mBku lfgr 1-5 ls 3
eh- rd
3.14/4X3.30X3.50X0.50=12.82vfrfjDr mBku 3 eh- ls 3-5 eh- rd
3.14/4X3.30X3.30X0.30=2.56dq.M esa lhesaV dadjhV 1%2%4 esa iRFkj dh feV~Vh 12
eheh ds lkFk feykdj Mkyuk] dwVuk o rjkbZ djukA
0.785X2.852X0.15=0.956uhao ,a dqlhZ esa f}rh; Js.kh dh bZaV dh fpukbZ lhesaV
ctjh 1%6 esa e; cxy dh >hjh cUn djus rFkk rjkbZ
lesr
0.785X(3.302-2.852)X3.80=8.25iRFkj dk fyaVu yxkus dk dk;Z
2X3.30X.30=1.98vOo; ntZs dh iRFkj dh iVVh;ksa dh Nr Mkyuk]
mij o uhps dh tksMksa ds iRFkj ds fpi ds lkFk 1%4
esa lhesaV elkys ls Hkjuk
0.785X3.302=8.55 .6X.6=.36Deductions
8.19 o- eh- 181 1482
9- 50 eheh eksVkbZ esa Q’kZ esa lheasvV dadjhV 1%2%4 esa
iRFkj dh xhVh 12 eheh ds lkFk feykdj Mkyuk
dwVuk o rjkbZ djuk
8.19 o- eh- 238 1949
10- ikbZFku fnokj@LdjfVax gsrq uho esa 1-5 ehVj xgjkbZ
rd feV~Vh dh [kqnkbZ djuk ry dks dwVuk ikuh
Mkyuk [kqnh feV~Vh dks ckgkj fudkyuk uhao Hkjus ds
ckn [kyh LFkkuksa dks iuq% feV~Vh ls Hkjuk rFkk chp
gqoh feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djuk
l[rs feV~Vh esa A
2.26 /k- eh- 82 185
la[;k y-
1 12.82 ?k- eh- 82 1051
2- 12.82 ?k- eh- 100 1282
3- 2.56 ?k- eh- 112 286
4- 0.96 ?k- eh- 3120 2995
5- 8.25 ?k- eh- 2349 19379
6- 2-00 1.98 o- eh- 809 1602
848 6945
8- iDds bZV ds VwdMs ;k iRFkj ds NksVs dkrys esa lhesaUV
elkyk 1%4 esa Hkaofj;k Mkyuk iV~Vh Nr ds mij rFkk
vkiwfrZ djuk
Area as per Item No. 7
7- 0-785
Area as per item No. 7
22/7X8X.30X.30
8.19 o-eh-
ekud ykxr vuqeku
Ø-
la-
dk;Z dk fooj.k pkS- ma- ek=k bZdkbZ nj dqy jkf’k la[;k y-
11- Ukhoa ,a dqlhZ esa f}rh; Js.kh dh bZV dh fpukbZ lheasV
ctjh 1%6 esa e; cxy dh >hjh cUn djus rFkk rjkbZ
lesr
4.47 ?k- eh- 2349 10500
ik;Fku gsrq iRFkj dk [kjtk dk;Z 1%3 flesaV jsr
elkyk esa o tksM+ks dks Hkjuk
.785(82-3.302)=41.69ik;ru esa lheasV IykLrj nhokj ij 1%6 esa lhesaV
ctjh feykdj tksM+ks dks dqjsnuk rFkk rjkbZ lfgr 20
eheh eksVkbZ esa
.785(82-3.302)=41.69ik;ru esa lheasV IykLrj nhokj ij 1%6 esa lhesaV
ctjh feykdj tksM+ks dks dqjsnuk rFkk rjkbZ lfgr 20
eheh eksVkbZ esa
22/7X8.25(.45+.45+.23)=21.51dq.M esa lheasV IykLVj dk dk;Z 1%4 esa lhesaV ctjh
feydkj tksM+ks dks dqjsnuk rFkk rjkbZ lfgr 20 eheh
eksVkbZ esa
iSans ij 0.785 6.37 o- eh
vUnj 3.14 31.32 o- eh-
ckgj 3.14 5.18 o- eh-
Åij 0.785 8.54 o- eh
51.41 o- eh 121 622116- ÅaVxkMh ls ikuh dh vkiwfrZ dk dk;Z 10 15.00 fnol 500 750017- ,yqequh;e <Ddu o yksgs dh tkyh ykuk o yxkus
dk dk;Z
82478daVhtsUlh pktsZt @3% 2474
84953
Say : 85000
22/7x8.25X.23X.75=4.47
12- 41.69 o- eh- 353 14717
13-
2.852.85 3.5
41.69 o- eh- 101 4211
14- 21.51
egk;ksx
;ksx
3.3 0.53.3 3.3
dqy ek=k
o- eh- 101 2173
15-
2.85
Page 40
Critical Assumption
No severe droughts/ unexpected floods/ natural disasters
Adequate funds are allocated for the same and released on time.
There is no significant pest/ disease attack, and if so, then it will have been contained before
irreversible damage is done.
Adverse market conditions do not persist long.
Sound macro-economic and growth conditions continue and the benefits are widely distributed
particularly in the rural areas.
Facilitating agencies and resource providers have the required competent staff so that timely and
appropriate technical advice and services are provided to farmers whenever required.
The Capacity Building Plan is implemented, monitored and modified to address evolving needs and
feedback from participants.
The execution of the Women’s Empowerment Pedagogy is regularly monitored by the District and
State level Implementing Agencies
Means of Verification of indicators
Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,
mid-term and end of the project period
Annual participatory assessment by communities during project period.
Regular project monitoring reports prepared by project monitoring teams/ agencies.
Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/ Individual
beneficiaries/project-related village and local bodies/PRIs.
External review missions
Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation,
Animal Husbandry
Page 41
CHAPTER VII
TECHNICAL DESIGNS AND ESTIMATES
Technical designs and estimates for proposed activities. For Estimates GKN of the districts should be
used. For Production System activities, rates of Agriculture/Horticulture/Animal Husbandry should
be used.
Page 42
CHAPTER - VIII Enclosures -
1. Location –District, block, village, watershed location map
2. Map of ___Mau (Sikar-iV)_IWMP Project (Watershed Boundary demarcation in cadastral &
Topo Sheet)
3. Treatment map (Indicate proposed works)
4. Cadastral Map on watershed boundary
5. Land Use Land Cover map
6. Information on existing water harvesting structures & well inventory along with GPS co-
ordinates.
7. High resolution, latest Remote Sensing Satellite data
Documents of Agreements:
Proceedings of gram Sabha for EPA approval
Proceedings of gram Sabha Resolution for committee constitution
Proceedings of gram Sabha for DPR approval
DPR approval by district
Watershed Committee Registration certificate