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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

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

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)

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

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

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

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

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


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


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


S.No

Name of WCs

Date of Gram

Sabha for WC

Date of Registration as a Society (dd/mm/yyy

y


SC/ST/ OBC/

General


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


S.No

Name of WCs

Date of Gram

Sabha for WC

Date of Registration as a Society (dd/mm/yyy

y


SC/ST/ OBC/

General


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

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.

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

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



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





TOTAL 68 50 627 424 1169

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





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.

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

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

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 -

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

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

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

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.

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

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

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


1.47

Hatideh 121 98 Not enough lively hood


17.43

Devipura 5 207 Not enough lively hood


1.52

Hardas ka bas 37 225 Not enough lively hood


12.23

Burja ki dhani 129 120 Not enough lively hood


22.75

Haripura 64 185 Not enough lively hood


17.4

Khiroti

(Manrooppura)

26

245 Not enough lively hood


9.36

Bhooranpura 14 80 Not enough lively hood


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

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

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

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

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.

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

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

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

mailto:Panchayat@Govt. Land



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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)


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


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%)






( C )



Grand Total 191.78 0.00 11.51 37.01 41.14 42.10 24.79 35.23 191.78


(A)


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%)






( C )


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


(A)




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%)






( C )


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


(A)



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%)






( 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


Grand Total 202.81 0.00 12.17 43.86 54.98 47.90 28.09 15.81 202.81


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)


1 3 3.00

2 2 2.40

3 1 1.50

6 6.90

Name of G.P HATHIDEH


1 4 4.00

2 2 2.40

1.50 2 3.00

8 9.40

Name of G.P HARDAS KA BAS


1 1 1.00

1 1.00

Name of G.P BURJA KI DHANI


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


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





ANNUAL ACTION PLAN JHARALI WATERSHEDPreparatory phase activities capacity building training & EPA(22%)


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%)


( 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


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)


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


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


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


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


Length in m 20


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


Sr.no.

BSR Itam

No Length

Cross


119 B 20 4.33 86.50 Cum 92 7958.00


3 Ls 1900

29005.50


Say 30000

Name of work

1



Length in m 21


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


Sr.no.

BSR Itam

No Length

Cross


119 B 21 6.50 136.50 Cum 92 12558.00


3 Ls 1800

34462.88


Say 35000

Name of work

1



Length in m 26.5


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


Sr.no.

BSR Itam

No Length

Cross


119 B 26.5 6.50 172.25 Cum 92 15847.00


3 Ls 2400

43617.44


Say 45000

Name of work

1



Length in m 33


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


Sr.no.

BSR Itam

No Length

Cross


119 B 33 4.71 155.38 Cum 92 14294.50


3 Ls 2200

48087.88


Say 50000

Name of work

1



Length in m 33


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


Sr.no.

BSR Itam

No Length

Cross


119 B 33 6.50 214.50 Cum 92 19734.00


3 Ls 2200

53527.38


Say 55000

Name of work

1



Length in m 40


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


Sr.no.

BSR Itam

No Length

Cross


119 B 40 4.71 188.33 Cum 92 17326.67


3 Ls 2350

57971.67


Say 60000

Name of work

1


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


side wall 2 2.08 0.45 0.3 0.56Appron 1 1.65 0.93 0.3 0.46


2.55 2208 5626.633

3RR stone mesonary in Cement sand mortar 1 : 6


side wall 2 2.08 0.45 0.45 0.84Appron 1 1.65 0.93 0.15 0.23


3.30 1849 6108.6454 RR stone mesonary in Cement sand mortar 1 : 6 121


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


5Cement concrete 1:3:6 (1cement:3 sand:6 concrete) 40/25 mm concrete Using mixture & vibrater

122Abf 20437.262



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


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


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



Runoff Management Structure








K L L3/2


1482.2 130 1482.2 1 1.000 0.525 0.75 0.3 1.05 0.50.55













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


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


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


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


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


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


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





side wall 2 2.34 0.45 0.8 1.68Appron 1 2.48 0.99 0.9 2.20


9.87 100 986.8431



side wall 2 2.34 0.45 0.3 0.63Appron 1 2.48 0.99 0.3 0.73


3.64 2208 8035.734



side wall 2 2.34 0.45 0.5 1.05Appron 1 2.48 0.99 0.15 0.37





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



122Abf 30427.029



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





Appron 1 2.48 0.99 2.44Toe wall 1 2.48 0.95 2.35


24.27 150 3640.5109


Appron 123 1 2.48 0.988 0.15 0.37 3120 1143.9699


Head wall 1 2.48 1.03 2.54 58.6 148.8128Total 36951.805



Length in m 38


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




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


Vegetation

Model Estimate

Runoff Management StructureJHARALI IWMP

2.48



Runoff Management Structure








K L L3/2


1482.2 130 1482.2 1 1.000 0.525 0.75 0.3 1.05 0.50.55













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


603.75 1.00 0.30 0.75 2300 0.5cw(h+H)


Fa = whH w h H H 0.75225 1000 0.3 0.75 h 0.3 W1 517.5


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


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


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






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


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





side wall 2 2.34 0.45 0.8 1.68Appron 1 2.48 0.99 0.9 2.20


9.87 100 986.8431



side wall 2 2.34 0.45 0.3 0.63Appron 1 2.48 0.99 0.3 0.73


3.64 2208 8035.734



side wall 2 2.34 0.45 0.5 1.05Appron 1 2.48 0.99 0.15 0.37





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



122Abf 30427.029



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





Appron 1 2.48 0.99 2.44Toe wall 1 2.48 0.95 2.35


24.27 150 3640.5109


Appron 123 1 2.48 0.988 0.15 0.37 3120 1143.9699


Head wall 1 2.48 1.03 2.54 58.6 148.8128Total 36951.805



Length in m 50


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




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


Vegetation

Model Estimate

Runoff Management Structure/WHSJHARALI IWMP

4.13



Runoff Management Structure/WHS








K L L3/2


1397.5 125 1397.5 1 1.000 0.525 0.75 0.3 1.05 0.50.55













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


603.75 1.00 0.30 0.75 2300 0.5cw(h+H)


Fa = whH w h H H 0.75225 1000 0.3 0.75 h 0.3 W1 517.5


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


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


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






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


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





side wall 2 2.34 0.45 0.9 1.89Appron 1 4.13 0.99 0.9 3.67


15.09 100 1508.511



side wall 2 2.34 0.45 0.3 0.63Appron 1 4.13 0.99 0.3 1.22


5.07 2208 11192.07



side wall 2 2.34 0.45 0.6 1.26Appron 1 4.13 0.99 0.15 0.61





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



122Abf 41369.441



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





Appron 1 4.13 0.99 4.07Toe wall 1 4.13 0.95 3.92


29.20 150 4380.0132


Appron 123 1 4.13 0.988 0.15 0.61 3120 1906.6165


Head wall 1 4.13 1.03 4.23 58.6 248.02134Total 50055.12



Length in m 60


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




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


Vegetation

Model Estimate

Water Harvesting StructureJHARLI IWMP

2.48



Water Harvesting Structure



C= Weighted cofficient of run off 1 0.3 0.5 2.3




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


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






a = Top width of head wall in m. JHARLI IWMPb = Bottom width of head wall in m. 0 0 0 0 0 0




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


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


W1 x1 Fc Fa Fb U a b W21035 0.975 135 300 500 390 0.45 1.20 862.5

H U1 390


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



1642.5 1035 862.5 135 390Th Fa Fb Frictional cofficient



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


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





side wall 2 2.93 0.45 0.75 1.97Appron 1 2.48 1.38 0.9 3.06


11.99 100 1199.172



side wall 2 2.93 0.45 0.3 0.79Appron 1 2.48 1.38 0.3 1.02


4.62 2208 10193.83



side wall 2 2.93 0.45 0.45 1.18Appron 1 2.48 1.38 0.15 0.51



Head wall 1 2.48 0.825 1 2.04Head wall extention 2 2.5 0.575 1.5 4.31


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



122Abf 41171.013



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


Head wall 1 2.48 0.45 1.114Head wall 1 2.48 1 2.48



Appron 1 2.48 1.38 3.40Toe wall 1 2.48 0.95 2.35


31.75 150 4762.8971


Appron 123 1 2.48 1.375 0.15 0.51 3120 1592.8694


Head wall 1 2.48 1.25 3.09 58.6 181.31731Total 49827.56


JHARLI IWMPEarthen bund

Length in m 24


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




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


Vegetation

Model Estimate


4.13










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


715.54 80 715.54 1 1.000 0.9 1.5 0.3 1.8 0.50.9


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










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


1983.75 1.60 0.45 1.5 2300 0.5cw(h+H)


Fa = whH w h H H 1.50450 1000 0.3 1.5 h 0.3 W1 1552.5


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


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


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



2951.25 1552.5 1983.75 135 720Th Fa Fb Frictional cofficient



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


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 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


24.33 100 2433.247



side wall 2 3.80 0.45 0.3 1.03Appron 1 4.13 1.85 0.3 2.29


8.15 2208 17998.12



side wall 2 3.80 0.45 0.6 2.05Appron 1 4.13 1.85 0.15 1.14



Head wall 1 4.13 1.025 1.5 6.34Head wall extention 2 3 0.75 2 9.00


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



122Abf 84869.864



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



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


54.36 150 8153.3924


Appron 123 1 4.13 1.85 0.15 1.14 3120 3571.8891


Head wall 1 4.13 1.89 7.80 58.6 456.94519Total 100816.85



Length in m 70


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




119 B 70 19.38 1356.25 Cum 92 124775.00


192291.253% contengency 5768.74

Total 198059.99

Name of work

1


Vegetation

Model Estimate


4.95











K L L3/2


649.52 75 649.52 1 1.000 0.9 1.5 0.3 1.8 0.50.9



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 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


1725 1.60 0.60 1.5 2300 0.5cw(h+H)


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


W1 x1 Fc Fa Fb U a b W22070 1.3 180 450 1125 720 0.60 1.60 1725

H U1.5 720


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



3255 2070 1725 180 720Th Fa Fb Frictional cofficient



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


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





side wall 2 3.95 0.45 0.9 3.20Appron 1 4.95 2.00 0.9 8.91


28.35 100 2835.26



side wall 2 3.95 0.45 0.3 1.07Appron 1 4.95 2.00 0.3 2.97


9.49 2208 20956.94



side wall 2 3.95 0.45 0.6 2.13Appron 1 4.95 2.00 0.15 1.49





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



122Abf 95204.411



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





Appron 1 4.95 2.00 9.90Toe wall 1 4.95 0.95 4.70


60.23 150 9034.9549


Appron 123 1 4.95 2 0.15 1.49 3120 4633.802


Head wall 1 4.95 1.80 8.92 58.6 522.99908Total 113963.88



Length in m 100


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




119 B 100 19.38 1937.50 Cum 92 178250.00


275487.503% contengency 8264.63

Total 283752.13

Name of work

1


Vegetation

Model Estimate

Water Harvesting StructureJHARALI IWMP

12.38











K L L3/2


925.95 95 925.95 1 1.000 0.9 1.5 0.3 1.8 0.50.9



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










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


1466.25 1.60 0.75 1.5 2300 0.5cw(h+H)


Fa = whH w h H H 1.50450 1000 0.3 1.5 h 0.3 W1 2587.5


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


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


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



3558.75 2587.5 1466.25 225 720Th Fa Fb Frictional cofficient



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


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





side wall 2 4.10 0.45 0.9 3.32Appron 1 12.38 2.15 0.9 23.95


60.22 100 6022.01



side wall 2 4.10 0.45 0.3 1.11Appron 1 12.38 2.15 0.3 7.98


20.11 1974 39704.78



side wall 2 4.10 0.45 0.6 2.21Appron 1 12.38 2.15 0.15 3.99





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



122Abf 169879.64



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





Appron 1 12.38 2.15 26.61Toe wall 1 12.38 0.95 11.76


101.92 151 15390.339


Appron 123 1 12.38 2.15 0.15 3.99 3118 12445.36


Head wall 1 12.38 1.72 21.34 58.4 1246.1646Total 208649.63



Length in m 197


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




119 B 197 17.98 3541.08 Cum 92 325778.90


569293.533% contengency 17078.81

Total 586372.33

Name of work

1


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

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

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.

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