Revised DPR IWMP ATRU VIII - Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...&Loan facility to 130 group BPL Family. Bank loans & Subsidies are provided to BPL selected

CERTIFICATE

Certified that the undersigned have proposed the appropriate and need based activities

required in the watershed project area with active participation of beneficiaries along with

consultation of Watershed Committees(WCs). Approval of watershed project plan and DPR as

been obtained from WC, Gram Sabha. The plan and DPR document of IWMP VIII project, at P.S.

Atru District Baran is technically sound, viable and appropriate for implementation during the

period 2011 - 2016

We recommend this plan be sanctioned and put to implementation.

Signature Signature Signature Signature Signature Signature

Chairman/ Secretary

WC

WDT members Junior

Engineer

P.S.Atru

Assistant Engineer

& PIA

P.S.Atru

Project

Manager,WCDC

Distt.Baran

1

2

3

4

GOVERNMENT OF RAJASTHAN

RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT

(WATERSHED DEVELOPMENT & SOIL CONSERVATION)

NAME OF PROJECT : IWMP VIII

EFFECTIVE AREA OF PROJECT :5826 Ha

COST /HA - 12000

COST OF PROJECT :699.12 Lakhs.

BLOCK :ATRU

DISTRICT:BARAN

PIA – ASSISTANT ENGINEER

P.S. -ATRU

PROJECT MANAGER, WCDC

W.D. & S.C., DISTRICT -BARAN

Detail of Project

1. Name of Project :IWMP VIII NANAWATA

2. Sanction No. & date of Project :AC FS NO.F-18 futHkwl@IWMP/2011-12 4800-5087/5.8.11

3. Macro & Micro Nos :12/1,25,26,27,28,29,30,31.13/1,2,3,4,5.14/1,2,3,4

Deviation from Project Sanctioned :

Items As per Project Sanctioned As proposed in DPR

Project Area 5826. Ha 5826.Ha

Macro/Micro No 12/1,25,26,27,28,29,30,31.13/1,2,3,4,5.1

4/1,2,3,4

12/1,25,26,27,28,29,30,31.13/1,2,3,4,5.1

4/1,2,3,4

Name of Gram

Panchayats

Bamori,Nanawata,Kharkhra shergarh,

Dilod hathi, Ramlothan, Mothpur,

Kerwaliya,

Bamori,Nanawata,Kharkhra

Ramlothan,Mothpur,Kerwaliya,

Name of

Villages

Bamori,dadwara, Kharkhra Ramlothan,

VyasKheri, Banpur, Shergarh,

kasampura,Nanawata,Nayagaon,

Badodeya, Mothpur,

Kerwaliya,Narshingpura,Sarsodeya,

Bamori,dadwara,Kherli Naharia,

Kharkhra Ramlothan,

CharanKheri,VyasKheri,Banpur,

Nanawata,Nayagaon,Badodeya,

Gordi Jhagir,Mothpur,

Kerwaliya,Narshingpura,Sarsodeya,

Project Cost

(Rs in Lakhs)

699.12 Lakhs. 699.12 Lakhs.

DPR NANAWATA ATRU 8 BARAN

Index

S.No Topics Page no.

1 Chapter Introduction.

• 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 (WCDC,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 With Per Capita Production 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 b. Location –District, block, village, watershed location map c. Map of Project with Watershed Boundary demarcation in cadastral map d. Land Use Land Cover map e. Existing water bodies, DLT f. PRA Map (along with photos & paper drawing) g. GIS based intervention map h. 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

• Proceedings of Zila Parishad Standing Committee for DPR approval

CHAPTER – I

INTRODUCTION

Location.

IWMP VIII Nanawata Project is located in Atru Block, of Baran district. The project area is between

the latitudes 24O42’30” to 24O50’0” N & longitudes 76O32’0” to 76O39’0”E. It is at a distance of 30

km from its Block head quarters and 61 Km from the district head quarters. There are 16 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-VIII

(a) Name of Catchment Chambal River

(b) Name of watershed

area(local name)

Nanawata

© Project Area 5826 Ha.

(d) Net treatable Area 5826 Ha.

e) Cost of Project 699.12 Lac.

f) Cost/hectare 12000/Ha.

g) Year of Sanction 2011-12

h) Watershed Code 09181201, 09181225, 09181226,

09181227, 09181229, 09181228,

09181230, 09181231, 09181301,

09181302, 09181303, 09181304,

09181305, 09181401, 09181402,

09181403, 09181404.

i) No. of Gram Panchayats

in project area

5

j) No. of villages in project

area 16

k) Type of Project Other

l) Elevation (metres) 277.08

m) Major streams Parwan river

n) Slope range (%) 0-8 %

Macro/micro

Name of Gram

Panchayat

Name of Villages Covered Census

code of

villages

Area

12/25,26,27,28,29.

13/2,3.

1.Mothapur

1.Mothapur 03892300 1391.84

2.Kasampura 03892800 73.25

12/1,31. 2.Bamori 1.Bamori 03887200 194.83

12/1,29,30. 2.Dadwara 03887300 91.95

12/29,30,31. 3.Kherli Nahariya 03887400 226.8

12/25,28,29,30.

13/1.

3.Kharkhara

Ram.

1.Kharkhara Ram. 03889600 186.05

12/25,28,29. 2.Vyas Kheri 03892200 110.57

12/25,28,29. 3.Charn Kheri 03889500 159.57

12/30,31.

13/1,5,14/2.

4.Banpur 03889700 472.94

12/29,13/2,3,4. 4.Kerwaliya 1.Kerwaliya 03892400 364.94

13/3,4.14/2,3,4. 2.Narshing Pura 03891700 418.91

13/3. 3.Sarsodiya 03892500 274.2

12/29.13/1,2,4,5. 5.Nanawata 1.Nanawata 03892100 444.18

13/1,5. 2.Nayagaon 03892000 230

14/1,2,3. 3.Barodiya 03891800 206

12/29,13/1,2,4,5,14/1.

4.Gordi Jhagir 03891900 979.97

The watershed falls in Agro climatic Zone V.The soil texture is Black Soil. The average rainfall is 848.30mm . The

temperatures in the area are in the range between 26O-39

O centigrade during summer and 7

O-23

Ocentigrade during

winter. The major crops in the area are 86% soyabean, 91% wheat,coriander,mustard. 69.56% land is under

cultivation,71% land fallow,23% land is wasteland.29.88 % land is irrigated through tubewell. 876 No of households

are BPL(28.08 % households) 165 are landless households(5.29% households) and 2125 household are small and

marginal farmers(71.93%household).Average land holding in the area is 1.12 ha. 72.82 % area is single cropped area

and 27.18% is double cropped. The main source of irrigation is Tube Well. The average annual rainfall (5 years) in the

area is 899 mm. The Major streams in the Watershed are Teja Dasmi the major festivals in the village are

Nanawata.During the festival 25000 persons arrived.

Climatic and Hydrological information

I Average Annual Rainfall(mm)

Year Average Annual Rainfall(mm)

1 2002-03 768.00

2 2003-04 881.00

3 2004-05 629.00

4 2005-06 749.00

5 2006-07 960.00

6 2007-08 850.00

7 2008-09 689.00

8 2009-10 712.00

9 2010-11 1628.00

10 2011-12 617.00

II Average Monthly rainfall (last ten years)

Month Rainfall(mm)

I June 172.62

Ii July 204.36

Iii August 225.87

Iv September 107.18

III Maximum rainfall intensity (mm)

Duration rainfall intensity(mm)

i) 15 minute duration 73.00

ii) 30 minute duration 79.00

iii) 60 minute duration 97.00

4 Temperature (Degree C)

Season Max Min

i) Summer Season 39 26

ii) Winter Season 23 7

iii) Rainy Season 34 20

5 Potential Evaporation Transpiration (PET) (mm/day)

Season PET

i) Summer 6.12

ii) Winter 1.2

iii) Rainy 5.18

6 Runoff i) Peak Rate (cum/hr) 260.5

ii) Total run off volume of rainy season (ha.m.)

1342.76

iii) Time of return of maximum flood 5 years

10 years

In-Year

iv)Periodicity of Drought in village area

15 yr

Other Development Schemes in the project area

S. No. Scheme

Name of the Department

Key interventions under the Scheme

Targeted Beneficiaries

Provisions under the Scheme

1.

Mothe&

Child

Health Day Health & I.C.D.S.

Awareness about the Vaccination Time to Time for Good health.

Girls(0-6/15-45yrs.)/Pregnant women.

Vaccination Every Thursday.

2.

Mid day

Meal

Panchayati Raj Yojna

Awareness about the education.

Childrens(1 to 8)

Mid day Meal under

Provision.

3.

Pension

Yojna

Samaj Kalyan Dept.

Old age Male & Female/Hand./Widow./Help through Pension Yojna.

Old age Male & Female/Hand./Widow/Pensioner.

Old age Female(upto 54 yrs)Rs.500/ (54-70 yrs.) Rs.1500/ Male Rs.400/& (54-75 yrs.)Rs.1500/H.P.Rs. 500/ Widow Rs. 500/

4.

Gopal

Yojna

Animal Dept.

Awareness about the Animal Policy.

Natural/ Accidental Policy.

Help through the Gopal Yojna

5.

Janani

Suraksha

Yojna

Hospital & Health Dept.

Support to pregnant lady through Janani Suraksha Yojna

Pregnancy of Rural & Urban women.

In Pregnancy –Rural – 5 Kg. Ghee /Rs.1500. Urban women 5 Kg. Ghee / Rs.1400.

6.

MGNREG

A

Central Govt.

To generate employment.

100 Days Employment

Proviodes 100 Days guaranteed employee to every enrolled rural family .

7.

TSC Zilla Parishad

Awareness about the Health & sanitation.

Toilet construction for BPL family.

Toilet construction for BPL family.

8.

SGSY Zilla Parishad

To generate employment in BPL families.

Employment Opportunity &Loan facility to 130 group BPL Family.

Bank loans & Subsidies are provided to BPL selected family to improvement of resources as per their technical scheme & requirements.

9.

MP-MLA

Vikash

Yojna

State Govt.Policy

Village development. 100 Lacs.rupee for deuelopment work.

Development work(costing not more than 10 lacs.upto 2 Crores)

10.

Indra

Gandhi

Awas

Yojna

Zilla Parishad

Provide construction of House to BPL families.

60% Reservation in Housing Board for SC,BPL&40% for other BPL Family.

Provide construction of House to BPL Families Having no pakka House in Rural areas.

Details of infrastructure in the project areas

Parameters Status

(i) No. of villages connected to the main road by an all-weather road

13

(ii) No. of villages provided with electricity 16

(iii) No. of households without access to drinking water 16

(iv) No. of educational institutions : (P)17 (S) 08

(HS) 01

(VI) - 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 1 (vii) No. of villages with access to Post Office 1

(viii) No. of villages with access to Banks 3

(ix) No. of villages with access to Markets/ mandis 1

(x) No. of villages with access to Agro-industries -

(xi) Total quantity of surplus milk -

(xii) No. of milk collection centers (U)- (S) -

(PA) 03 (O) - (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others

(O))

(xiii) No. of villages with access to Anganwadi Centre 19 (xiv) Any other facilities with no. of villages (please specify)

(xv) Nearest KVK Anta

(xvi) cooperative society -

(xvii) NGOs -

(xviii) Credit institutions

(i) Bank -

(ii) Cooperative Society 3

(xix) Agro Service Centre's 1

Institutional arrangements (SLNA,WCDC,PIA,WDT,WC, Secretary)

WCDC Details

PIA particulars

1 2 3

S.No Particulars Details of WCDC

1. PM ,WCDC Sh.S.K.Verma

2. Address with contact no., website Zila Parishad ,Baran (Rajasthan)

3. Telephone 07453-230057

4. Fax 07453-230100

5. E-mail [email protected].

1 2 3

S.No Particulars Details of PIA

6. Name of PIA Sh.Yogendra Verma

7. Designation Assistant Engineer, WD&SC Panchayat

samiti,Atru

8. Address with contact no., website Panchayat samiti,Atru Mob- 9460033825

9. Telephone 07453-230108

10. Fax N.A.

11. E-mail N.A.

WDT Particulars:

1 2 3 4 5 6 7 8

S.No Name of WDT

member M/F Age Qualification

Experience in

watershed(Yrs)

Description

of

professional

training

Role/

Function

1 Sh.Hukam

Chand Meena

M 31 BE.CIVIL 5 Months Engineering Engineering

2 Sh.Hem Raj

Suman

M 30 B.Sc.(Ag.) 4.0 Years Agriculture Agriculture

3 Sh.Omprakash

Rathor

M 30 B.A.(Sociology),

D.W.S.M.

4.5Years Social

Scientist

Social

Scientist

4 Sh.Vinod

Kumar Meena

M 32 1 Year Diploma

Veterinary.

4.5 Years Veterinary. Veterinary.

Details of Upsamiti Jalgrahan G.P. Mothpur.

S.N. Name of

WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gen

eral Age.

Name of UG/SHG

Educational qualification

1. Mothpur 12-03-12 President

Smt.Guddi Bai w/o Sh.Surajmal F ST

30 Literate

Secretary Sh.Jagdish s/o Sh.Kajodmal M OBC

28 Sr Sec.

Member Sh.Manoj s/o Sh.Bathri Lal M OBC

32 UG B.A.

Smt. Kali bai w/oVeerbhan F OBC

40 UG

Literate

Sh.Nand Kishor s/o Nand Kumar M OBC

35 UG

Middle

Sh.kawarpal s/o Daulatram M ST

50 UG

Literate

Sh.Kajod s/o Panna Lal M OBC

46 UG

Literate

Sh. Mukesh s/o moti Lal M ST

26 UG

Literate

Smt. Jashoda w/o Parmanand F SC

35 SHG

Literate

Smt. Manju Bai w/o Shyam Lal F OBC

25 SHG

Literate

Sh. Manmohan s/o Kajod mal M OBC

25 UG Sr Sec.

Sh.Hansraj s/o Kalyanmal M GEN

42 UG B.A.

Deptt. Representative Sh.V.K.Bhatiya M GEN.

42 Junior Engineer

B.E.(Agriculture)

Details of Upsamiti Jalgrahan G.P. Bamori

S.N. Name of

WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gen

eral Age

Name of UG/SHG


2. Bamori 22-03-12

President

Sh.Durga Shankar s/o Bheru Lal M SC

26

-

Middle

Secretary

Sh. Dayakrishan s/o Chandar Prakash M GEN

27

- B.A.

Member Smt.Bhuri Bai w/o Ramkishan F ST

30 UG

Literate

Sh.Panchu Lal s/oKaver Lal M SC

60 UG

Un Literate

Smt.Mohani Bai w/o Bhawr Lal F ST

45 UG

Literate

Sh.Chhitar Lal s/o Gyarshiram M ST

55 SHG Primary

Smt.Ram Kavri w/o Ramcharan F SC

45 SHG

Literate

Smt.Girraj Bai w/o Govrdhan Lal F SC

57 SHG

Literate

Smt.Mhantash w/o Omprakash F OBC

42 SHG

Literate

Sh.Aanandi Lal s/o Jhagannath M ST

58 UG Primary

Sh.Ramchandra s/o Mangi Lal M OBC

56 UG

Literate

Sh.Chhitar Lal s/o Shankar Lal M ST

60 UG Primary

Sh.MohanLal s/o Bishan Lal M OBC

40

UG

Un Literate


42 Junior Engineer

B.E.(Agriculture)

Details of Upsamiti Jalgrahan G.P. Kharkhara Ramlothan

S.N. Name of WCs

Date of Gram Sabha for WC

Designation

Name M/F SC/ST/OBC/Gen

eral Age

Name of UG/SHG


3. Kharkhara Ramlothan

23-03-12 President

Smt.Kanchan Bai w/o Badhri Lal F SC

58

Literate

Secretary Sh.Rajendra Kumar s/o Kalu Lal M OBC

28 M.A.

Member Smt.Chandrakala Bai w/o Rajaram F OBC

35 UG

Literate

Sh.jodhraj s/o Durga Lal M OBC

40 UG Secondary

Smt. Nihal Bai w/o Ramnivash F OBC

30 UG

Literate

Sh.Rajendra Prasad s/o Kalu Lal M OBC

25 UG B.A.,B.Ed.

Sh.KanheyaLal s/o Prabhu Lal M OBC

60 UG

Literate

Sh.Gajraj s/o Bhimshing M GEN

32 UG Secondary

Sh.Parma Nand s/o Badri Lal M SC

40 UG

Middle

Sh.Hariram s/o Prabhu Lal M OBC

45 SHG Secondary

Smt.Aruna Bai w/o Radheshyam F SC

23 SHG

Literate

Smt.Anokhi Bai w/o Rang Lal F ST

35 SHG B.A

Deptt. Represent

ative Sh.V.K.Bhatiya M GEN.

42 Junior

Engineer B.E.(Agriculture)

Details of Upsamiti Jalgrahan G.P. Kerwaliya

S.N. Name of

WCs

Date of Gram Sabha

for WC Designation Name M/F SC/ST/OBC/Gene

ral Age.

Name of UG/SHG


4. Kerwaliya 20-03-12

President

Sh.Santhosh Kumar s/o Govinda Lal M SC

27

B.A.

Secretary Sh.Badri Lal s/o Hira Lal M OBC

35 B.A.

Member Sh.Prabhu Lal s/o Kanheya Lal M ST

50 UG

Literate

Smt.Dwarki Bai w/o Danmal F OBC

35 UG

Literate

Sh. Bhawar Lal s/o Ghasi Lal M OBC

38 UG Secondary

Sh.Ramhet s/o Ratan Lal M OBC

48 UG Primary

Sh.Dayaram s/o Jagannath M SC

42 SHG

Literate

Sh. Gyarsi Ram s/o Rampal M ST

28 UG

Middle

Smt.Kamlesh Bai w/o Navalkishor F OBC

33

SHG

Middle

Smt.Kamlesh Bai w/o Hanshraj F OBC

28

SHG Secondary

Sh.Prahlad s/oJaipal M SC

28 UG Primary


42 Junior Engineer B.E.(Agriculture)

Details of Upsamiti Jalgrahan G.P. Nanawata

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation

Name M/F SC/ST/OBC/

General Age.

Name of UG/SHG


5. Nanawata 19-03-12 President

Sh.Dilip Shing s/o Hari Shing M GEN

51 M.A.

Secretary Sh.Ramdayal s/o Bharu Lal M OBC

36 Sr Sec.

Member Smt.Lad Bai w/o Chhitar Lal F ST

54 UG

Un Literate

Sh.Deshraj s/o Ramcharan M ST

25 UG

Middle

Sh.pramod s/o Shivcharan M OBC

24 UG

Middle

Smt.Sushila w/o Jagdish Prasad F ST

28 SHG

Literate

Smt.Sumitra w/o Chotu Lal F OBC

40 SHG Primary

Sh.Ramnivas s/o Chhitar Lal M ST

26 UG

Middle

Sh.Lokendra Shing s/o Jorawar Shing M GEN

37

UG Secondary

Sh.Prabhu Lal s/o Ramchandar M SC

40 UG

Middle

Sh.Bal Shing s/o Rang Lal M ST

42 UG

Un Literate

Sh.Madan Lal s/o Bhimraj M SC

50 SHG

Un Literate

Deptt. Represen

tative Sh.V.K.Bhatiya M GEN.

42 Junior

Engineer B.E.(Agricultu

re)

Problems and scope of improvement in the project area

The socio economic conditions of the area can be improved through increased production which can be achieved through expansion in cultivated

area and productivity enhancement. 1626.736 ha land is arable wasteland and 1193.10 ha is fallow can be brought under cultivation.

1211 ha is only irrigated and with efforts this can be increased to1500 ha. The productivity gap of major crops in the area as compared with

district and with areas in the same agro climatic zones indicate potential to increase the productivity. The demonstration of improved package of

practices, improved varieties, increased irrigation facilities and soil conservation measures under the project can bridge this gap. Due to small

land holdings in the area focus of the project would be on diversification in agriculture (horticulture, vegetables, green houses, Agro forestry,

fodder crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment)

46620.50 Quintal fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the

productivity of livestock. 537 No of persons migrate due to unemployment. This migration can be checked through creation of employment

opportunities in the project area through increase in production and diversification in agriculture and Livelihoods as mentioned above.

Base Line Survey Format for IWMP MIS website Project Name –IWMP-VIII NANAWATA Total Geographical Area of Project (Lakh Hectares) = 0.07910 Treatable Area

Wasteland (Lakh Hectares) 0.0162673 Rainfed Agricultural Land (Lakh Hectares)

0.03245

Total Cropped Area (Lakh Hectares)

0.0405305 Net Sown Area (Lakh Hactares)

0.03245

Total no. of Water Storage Structure

7 Total no. of Water Extracting Units

559

Total storage capacity of water storage structures (cubic meters)

518485

No. of Household SC 489 ST 594

Others 2036

Total Population of the project Area

15042 No. of Household of Landless people

165

Total no. of BPL Household 876

No. of person-days of Seasonal Migration

52315 No. of Marginal Farmer’s Household

537

Depth of Ground Water (meters) below Ground level Pre- monsoon 120 Post-monsoon 110

CHAPTER – II Socio economic Features, Problems and Scope

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST

7892 7150 15042 1836 3531

Household Details

BPL household L. Less

Small Farmer

M. Farmer

Total household SC household ST household

876 165 884 537 3119 489 594

Table 2.2 Development indicators

S. No. Development Indicators State Project Area

1 Per capita income (Rs.) 47506 38272

2 Poverty ratio 24.8% 22.1%

3 Literacy (%) 67.06 52.00

4 Sex Ratio 926 905

5 infant mortality rate 55 52

6 Maternal mortality ratio 212 203

The above table indicates poor socio economic conditions.

Table 2.3 Land Use

Land Use Total area in Ha.

Private Panchayat Government Community Total Agriculture Land 4053.05 - - - 4053.05 Temporary fallow 808.05 - - - 806.05 Permanent Fallow 385.05 - - - 385.05 Cultivated Rainfed 3245.00 - - - 3245.00 Cultivated irrigated 1211.00 - - - 1211.00 Net Sown Area 3245.00 -. - - 3245.00 Net Area sown more than once

1211.00 - - - 1211.00

Forest Land - - 1695.22 - 1695.22 Waste Land - - 1626.73 - 1626.73 Pastures - 120.00 - - 120.00 Others - - - 26.22 26.22 Total 120 .00 3710.73 26.22 7910.0

The project area has 1626.73 ha of cultivable wasteland. 1193.10 ha of fallow land can be brought under cultivation if some irrigation source can

be provided through Construction of WHS like Khadin, Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops.

Construction of WHS can also increase in area under irrigation which is only 1211 ha. (20.78 % 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 120 hectare pasture land (2.059%). This emphasizes the need for taking up

pastureland development works through sowing of promising species of grasses and plantation

Table 2.4 .a Agriculture and Horticulture status and fuel availability. Cropping Status S. No.

Season

Crop Sown Rain Fed Irrigated Total

Varieties Area (Ha)

Production Ton.

Productivity Kg/Ha.

Varieties Area (Ha.)

Production Ton.

Productivity Kg/Ha.

Area (Ha.)

Production (Ton)

1. Kharif Soyabean Js..335, Js.9305

2783

3478.75 1250 - - - - 2783 3478.75

Maize Ganga-2,5. Navjoyti,Sathi Local.

266 585.20 2200 - - - - 266 585.20

Graound Nut

Chandra&Local Vari.

27 31.45 1165 - - - - 27 31.45

Til Local Vari. 124 55.80 425 - - - - 124 55.80 Green

Gram/Blak Gram

Local Vari.& Pusa Besaki,Punt Mung-1.

45 34.87 775 - - - - 45 34.87

2. Rabi Wheat - - - - Lok-1,Wh-147,Raj-3077,Raj-3765,Raj-1555.

430 1634 3800 430 1634

Mustard - - - - T-59,Pusa Bold,RH-30,Bio-902

324 3888 1200 324 3888

Coriander - - - - RCR 41,UP 384 184.32 480 384 184.32

20CS 06. Gram - - - -

C-235,Dohad Yellow,H-208.

11 6.16 560 11 6.16

Garlic - - - - YamunaSafeda,G-1

62 372 6000 62 372

Write for each crop: The farmers are using Lok-1 ,WH-147 varieties of Wheat, whereas varieties like Raj-3077,Raj-3765 can increase the production. The farmers are using Local varieties of Mustard, whereas varieties like T-59,Pusa Bold,Bio-902 can increase the production.

The farmers are using Local varieties of Coriander, whereas varieties like RCR-41,UP-20,CS-06 can increase the production. The farmers are using Local varieties of Gram, whereas varieties like C-235,Dohad,H-208 can increase the production. The farmers are using Local varieties of Garlic, whereas varieties like Yamuna,Safeda,G-1 can increase the production. The farmers are using Local varieties of Soybean , whereas varieties like JS-335,JS-9305 can increase the production. The farmers are using Local varieties of Maize , whereas varieties like Ganga-2,5,Navjoytican increase the production. The farmers are using Local varieties of Ground Nut , whereas varieties like Chandra can increase the production.

Crop Rotation will vary from project to project

Maize - Fallow Fallow - Mustered Maize - Coriander Moong - Fallow Maize - Gram Soyabean - Wheat

Table 2.4.b Abstract of cropped Area(ha)

Area under Single crop 3245

Area under Double crop 1211

Area under Multiple crop -

Soyabean - Garlic Soyabean - Fallow Soyabean - Coriander Soyabean - Mustered

The table 2.4 shows that only 1211.00ha is (27.18%) 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

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 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.

Name of the crop Productivity kg/ha India Highest Average

in Rajasthan Highest Average of Agro climatic zone

District Project Area

Wheat 2708 2912 3113 3122 3800 Mustard 1095 1194 1273 1421 1200

Corinder 750 825 850 675 480 Garlic 5200 6400 7700 8100 6000 Soyabeen 1063 1208 1373 1463 1250 Maize 2525 6500 6525 2150 2200

Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)

Activity Area Species Varieties Recommended varieties Production

Horticulture

1. 1.50 Guava Allahabadi L-49,L.Safeda,Pusa Bedana. 1650 Qt.

2. 1.20 Lemon Kagji Pant Lemon,Barahmasi. 145 Qt.

3. 0.75 Mango Local Var. Amrpali,Mallika. 680 Qt.

Vegetables

1. 2.00 Onion Pusa Red Nasik Red,L-53,Agricamfaund. 650 Qt.

2. 1.00 Lady Finger Pusa Sawni Pusa Sawni,Arka Basant,Arka Anamika. 75 Qt.

3. 1.75 Brinjal Pant Rituraj Pusa Ankur,Hisar Samal 96.25 Qt.

4. 1.65 Tomato Pusa -1,2 Naveen,Himshikhar. 453.75 Qt.

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

(i)Large farmer 657 669.00 1347.00 2016.00 357.22

199.42 926.05 1074.04 -

(ii) Small farmer 884 265.00 677.00 942.00

31.73 85.02 143.70 234.69 80.00

(iii) Marginal farmer 537 247.00 383.00 630.00

77.32 121.50 266.65 455.71 -

(iv) Landless person 165 - - -

- - - - -

(V)No. of BPL households 876 30.00 50.00 80.00

12.05 22.01 14.02 31.92 -

Total 3119 1211.00 2457.00 3668.00 478.32 427.95 1350.42 1796.36 80.00

25.67% land holdings belong to small and marginal farmers who own 69.56 % 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, Khus, Mehandi etc.

Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation as wind velocity is high in the project area.

Setting of Vermi Compost Units - Keeping in view the side effect of residues of chemicals and fertilizers on human health the emphasis would

be on cultivation of organic produce through motivating farmers and providing assistance for production of organic input, vermi compost.

Production and distribution of quality seed – There is need to ensure that good quality seed is available for cultivators for which adequate

seed production would be initiated in watershed areas with the assistance of private sector and agriculture department technologies

Sprinklers and pipelines for efficient water management practices emphasis on demonstration of sprinklers with adequate financial support

and convergence/private partnership.

Establishment of Green House - For growing off season vegetables seedlings and other horticultural crops under controlled atmospheric

conditions of green house.

Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting

material from distant places causes damage to the planting material and often results in untimely supply. Hence nursery development activity can

be promoted in the 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 2544 353 Lt. 2544 6499.92 MT. 6499.92 Indigenous 2530 297 Lt. 2530 6464.15 MT 6464.15 Crossbreed 14 56 Lt. 14 35.77 MT. 35.77

2 Buffaloes 2892 798 Lt. 2892 7389.06 MT 7389.06 3 Goat 1822 81 Lt. 1822 2327.60 MT 2327.60 4 Sheep - - - - - 5 Camel - - - - - 6 Other 480 - 480 - -

Total 7738 1232 Lt. 7738 16216.58 16216.58

In spite of the large number of livestock, production is less hence increase in productivity across all species, is a major challenge. To enhance

production of unproductive cattle and improve the productivity following activities will be taken up:-

,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 3058.00

2 Production of Green fodder Area Ha.&Tonns/year 59 Ha.& 206.50

3 Production of Dry fodder Tonns/ Year 11348.03

4 Area under Pastures Ha 120.00

5 Production of fodder Tonns/year 11554.53

6 Existing area under Fuel wood Ha -

7 Supplementary feed Kgs/ day 171

8 Silage Pits No -

9 Availability of fodder quintals 115545.30

10 Deficiency/excess of fodder

quintals 46620.50

The table above shows there is fodder deficiency (Requirement is 162165.80 and availability 115545.30)

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 68.22 % land holdings belong to small and marginal farmers who own only

59.56 % 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

S. No Implements Nos.

1 Tractor 175

2 Sprayers-manual/ power 638

3 Cultivators/Harrows 86

4 Seed drill 198

5 Bund Farmer 109

6 Threser 128

Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.

Sr. no. Name of village Total No .of job cards Employment Status

Activity taken up so far

1 Mothpur

1064 649 Gravel Road, Talai Earth Work

2 Bamori

265 135 Medbandi, Talai Earth Work

3 Dadwara 125

80 Talai Earth Work

4 Kherli Nahariya 105

- -

5 Kharkhara Ram. 220

125 Talai Earth Work

6 Vyas Kheri 60

42 Talai Earth Work

7 Charn Kheri 92

45 Talai Earth Work

8 Banpur 60

20 Talai Earth Work

9 Kerwaliya 275

150 Drain Earth Work

10 Narshing Pura 329

170 Talab Earth Work

11 Sarsodiya 90

42 Talai Earth Work

12 Nanawata 199

- -

13 Nayagaon

182 - -

14 Barodiya

83 - -

15 Gordi Jhagir

153 - -

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/Person/Year)

Mothpur 135 85 Unavailability of Job at village

30-60 Harvesting Crop,Building Construction

0.15

Bamori 10 35 Unavailability of Job at village

15-25 Harvesting Crop,Building Construction

0.07

Dadwara 0 0 0 0 0 0

Kherli

Nahariya

0 0 0 0 0 0

Kharkhara

Ram.

25 45 Seasonal 40-60 Agriculture Crop,other livelihood

0.08

Vyas

Kheri

0 0 0 0 0 0

Charn

Kheri

0 0 0 0 0 0

Banpur 0 0 0 0 0 0

Kerwaliya 45 55 Seasonal 30-50 Harvesting Crop,Building Construction

0.12

Narshing

Pura

257 125 Unavailability of Job at village

150-250 Agriculture Crop,other livelihood

0.25

Sarsodiya 18 50 Seasonal 25-60 Harvesting Crop,Building Construction

0.08

Nanawata 12 65 Seasonal 30-40 Agriculture Crop,other livelihood

0.11

Nayagaon 0 0 0 0 0 0

Barodiya 18 45 Seasonal 35-50 Agriculture Crop,other livelihood

0.07

Gordi

Jhagir

17 75 Seasonal 20-30 Harvesting Crop,Building Construction

0.12

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 and diversification in livelihoods.

The existing livelihoods Village are given below

Table 2.12 (a)Major activities (On Farm)

Name of activity No of House holds Average annual income per

Capita in Rs.

Cultivators 2128 38272

Dairying 4 39450 Poultry 16 35375 Piggery 10 32825 Landless Agri. Labourers

495 36500

The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals

Table 2.12(b)Major activities (Off Farm)

Name of activity Households/individuals Average annual income per

Capita in Rs. Artisans 7 41250

Carpenter 17 37450

Blacksmith 5 29550 Leather Craft 23 30625

Porter 32 32425 Mason 75 43750

Others specify (Cycle Repair ,STD,Craft etc)

91 38700

Table 2.13( a ) Status of Existing SHG

S.No Name of SHG Members Activity involved Monthly income

Fund available

Assistance available

Source of assistance

Training received

1 Gyatri 10 Dairy 1000 2100 No - No

2 Geeta 10 Agarbatti 1000 6700 No - No

3 Sunita 10 Tailoring 1000 1100 No - No

4 Puja 10 Dairy 1000 40000 Yes HKGB Bank Yes

5 Pinki 10 Regzine Beg 1000 1700 No - No

6 Kamla 10 Artificial Jwellary

500 10000 Yes SBBJ Bank Yes

7 Santosh 10 Tailoring 500 6200 No - No

8 Vasundhra 10 Regzine Beg 1000 35000 Yes SBBJ Bank Yes

9 krishna 10 Tailoring 250 5000 Yes Co-Oprative

Socaity No

10 Laxmi 10 Tailoring 200 2000 No - No

11 Santosh 10 Tailoring 250 36000 No - No

12 Chotmata 10 Regzine Beg 500 1500 No - No

13 Saveriya 10 Dairy 250 5500 No - No

14 Deepak 10 Tailoring 500 6000 No - No

15 Prayas 10 Tailoring 500 500 No - No

16 Kiran 10 Artificial Jwellary

500 700 No - No

17 Laxmi 10 Regzine Beg 500 3000 No - No

18 Jyoti 10 Tailoring 200 1500 No - No

19 Laxmi 10 Tailoring 200 4000 No - No

20 Reena 10 Dairy 500 4000 No - No

21 Deepak 10 Tailoring 500 1000 No - No

22 Rani 10 Artificial 500 1000 No - No

Jwellary

23 Rukhsar 10 Tailoring 200 8000 No - No

24 Sunita 10 Tailoring 500 4000 No - No

25 Kavita 10 Dairy 500 500 No - No

26 Laxmi 10 Agarbatti 1000 2000 No - No

27 Rukmani 10 Tailoring 1000 2000 No - No

28 Parvati 10 Agarbatti 2000 4000 No - No

29 Shivshankar 10 Dairy 1000 1000 No - No

The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance II. Technical Features

Table 2.14 Ground Water

S.No Source No. Functional depth

Dry Area irrigated

Water availability(days)

i) Dug wells 245 15-45 Fit 245 - Rain

ii) Shallow tube wells 73 150-250 Fit 59 80 90

iii) Pumping sets 270 - - 624 210

iv) Deep Tube Wells 241 250-700 Fit 90 1248 210

Total 829

Table 2.15 Availability of drinking water

S.No

Name of the village

Drinking water requirement Ltrs/day

Present availability of drinking water Ltrs/day

No. of drinking water sources available

No. functional

No. requires repairs

No. defunctional

1 Mothpur 189360 160956 57 15 42 42

2 Bamori 51120 43452 9 3 6 6

3 Dadwara 18600 15810 5 2 3 3

4 Kherli Nahariya 19840 16864 9 3 6 6

5 Kharkhara Ram. 38360 32606 19 5 14 14

6 Vyas Kheri 11560 9826 9 3 5 5

7 Charn Kheri 20480 17408 7 2 5 5

8 Banpur 14240 12104 6 4 2 2

9 Kerwaliya 48480 41208 11 5 6 6

10 Narshing Pura 50480 42908 10 4 6 6

11 Sarsodiya 12600 10710 3 1 2 2

12 Nanawata 44360 37706 8 4 4 4

13 Nayagaon 34240 29104 4 3 1 1

14 Barodiya 17680 15028 6 4 2 2

15 Gordi Jhagir 30160 25636 7 2 5 5

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

Wheat 6 ha. 155 ha. Nil 161 ha

Mustard Nil 25 ha. Nil 25 ha.

Coriander Nil 50 ha. Nil 50 ha.

Total 6 ha. 230 ha. Nil 236 ha.

• 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% 5738

2 3 to 8% 88

3 8 to 25%

4 > 25%

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 Water Budgeting Good Catchment – Normally a funnel shaped catchment in hilly terrain with less vegetation. Average Catchment – Catchment in the plains where there is no dense growth of vegetation. Bad Catchment – Catchment with dense growth of vegetation & highly permeable top soil & sub soil. Total available runoff(cum) use Stranges table Rain fall 848.30 mm

Type of Catchment

Area in ha. Yield of runoff from catchment per ha.(cum.) use Stranges table

Total Runoff in cum

Good 10 2482.115 24821.15

Average 5800 1861.504 10796723.2

Bad 2100 1241.003 2606106.3

Total 13427650.65

Runoff trapped in existing structures

S.No. Name No. Storage Capacity (cum)

i) WHS(earthen) 29 23925

ii) Khadin/Talab 1 15500

iii) Farm Ponds 0 0

iv) Tanka 0 0

v) Anicuts 6 10800

Total 36 50225

Runoff to beTrapped in proposed structures:

S.No. Name No. Storage Capacity (cum)

i) WHS(earthen) 110 80000

ii) Khadin/Talab 0 0

iii) Farm Ponds 23 82000

iv) Tanka 0 0

v) Anicuts 32 306260

Total 165 468260

Runoff trapped in existing & proposed structures =50225+468260= 518485 cum. % Runoff trapped = total runoff trapped x100/Total available runoff= 3.86 %

Height of all the structures proposed is between 1.0metre to 1.5 metre. There is no structures whose water impounding height is more than 2 metre. Table 2.19 Soil details

Soil Profile

S.No. Major Soil Classes Area in hectares

1 Black Soil 4175

2 Light Yellow Soil 1651

Soil Depth :

B Depth (Cms.) Area in hectares

1 0.00 to 7.50 582

2 7.50 to 45.00 3593

3 > 45.00 1651

C Soil fertility Status Kg/ha Recommended

N 0.438(Very Low) 12.20 P 32.60(Medium) 35.00 K 4.00(Low) 10.00

Micronutrients 0.546

PPM(Medium) 10.00

The analysis of table shows need to improve and maintain soil fertility. Soil health card to every farmer every crop season will be provided, which will include the recommendation for Application micro nutrient and fertilizers Table 2.20 Erosion details

Erosion status in project Area

Cause

Type of

erosion

Area affected

(ha)

Run off(mm/ year)

Average soil loss (Tonnes/ ha/ year)

Water erosion

a Sheet 4021 300 20-30

b Rill 1456 300

c Gully 349 300

Sub-Total 5826

Wind erosion 0

Total for project 5826

The need is:

• To check land degradation • To reduce excessive biotic pressure by containing the number and increase of livestock

• To check cultivation on sloping lands without adequate precautions of soil and water conservation measures

• To discourage cultivation along susceptible nallah beds

• To check Faulty agriculture techniques

• To check Uncontrolled grazing and developed cattle tracks

• To check Deforestation of steep slopes

• To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge Ground Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.

CHAPTER - III Proposed Development Plan: The Activities are indicative addition /deletion in activities will be as per local conditions

A) Preparatory phase activities Capacity Building Trainings and EPA

The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and wall writings etc. were carried out in all the

habitations of 16 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.

S.no Name of the Gram Panchayat Date on which Gram

Sabha approved EPA

1 Mothpur 12-03-12

2 Bamori 22-03-12

3 Kharkhada Ram. 23-03-12

4 Kerwaliya 20-03-12

5 Nanawata 19-03-12

1

4 5 6 7 8 9 10 11

S. No.

Names of village

Amount earmarked for

EPA (4%)

Entry Point Activities planned

Estimated cost Expenditure

incurred Balance

Expected outcome

Actual outcome

1

Mothpur 703243 SolarLight(5) Muktidham(3), Watertank(5).

22005/Each

130000/Each

65000/Each

110025

180000 65000

0

Sought out the

water,Social and Light probalem

Succes Sought out the water,Social and Light probalem sfully

2

Bamori 246518 SolarLight(4) Muktidham(1), Watertank(1).

22005/Each

130000/Each

65000/Each

88020

130000

65000

0

3.

Kharkhara

Ram.

445982 SolarLight(4) Muktidham(2), Watertank(2).

22005/Each

130000/Each

65000/Each

88020

130000

65000

0

4.

Kerwaliya 507865 SolarLight(4) Muktidham(3), Watertank(5).

22005/Each

130000/Each

65000/Each

88020

130000

65000

0

5.

Nanawata 892872 SolarLight(4) Muktidham(4) , Watertank(5).

22005/Each

130000/Each

65000/Each

88020

130000

65000

0

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. Bamori 26-12-12

2. Dadwara 27-12-12

3. Kherli Nahariya 28-12-12

4. Kharkhara Ram. 29-12-12

5. Charn Kheri 31-12-12

6 Vyas Kheri 01-01-13

7. Banpur 02-01-13

8. Nanawata 03-01-13

9. Nayagaon 04-01-13

10 Barodiya 05-01-13

11. Gordi Jhagir 07-01-13

12 Mothpur 08-01-13

13. Narshingpura 09-01-13

14. Kerwaliya 10-01-13

15. Sarsodiya 11-01-13

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 March 2012 to Oct 2012 period covering all the households and primary data on demography,

Land holdings, Employment status, Community activities etc. was collected as mentioned in chapter 2.

PRA EXERCISE AT VILLAGE MOTHPUR

PRA EXERCISE AT VILLAGE CHARANKHERI

PRA EXERCISE AT VILLAGE KHARKHARA RAMLOTHAN

PRA EXERCISE AT VILLAGE DADWARA

CAPACITY BUILDING

Table- List of approved Training Institutes@ for Capacity Building in the project area

1 2 3 4 5 6 7 8

S. No.

Name of Stakeholde

rs Name of the Training Institut

e

Full Address with

contact no.,

website & e-mail

Name & Designation of the

Head of Institute

Type of Institute#

Area(s) of speciali-zation$

Accredita-tion details

1 PIAs IGPRS Jaipur

State Govt.Diptt.

NIRD Jaipur

IMTI KOTA

2 WDTs State Govt.Diptt.

3 UGs IMTI Kota,Dadawara Kota,K.V.K.Anta,

State Govt.Diptt,NGO.

4 SHGs IMTI Kota,Dadawara Kota,K.V.K.Anta,NGO


5 WCs IMTI Kota,Dadawara Kota,K.V.K.Anta,NGO


6 GPs IMTI Kota,Dadawara Kota,K.V.K.Anta,NGO


7 Community IMTI State

Kota,Dadawara Kota,K.V.K.Anta,NGO

Govt.Diptt,NGO.

8 PM/SLNA IGPRS Jaipur,NIRD Jaipur.

State Govt.Diptt.

Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST. 1 2 3 5 6 7

S. No.

Project Stakeholders

Total no. of persons

No. of persons to be trained during project period

No. of Training to be organized during project period

No. of person days to be trained during project period

I year

II year

III year

IV year

V year

Total I

year II

year III year

IV year

V year

Total I

year II year

III year

IV year

V year

Total

1 PIAs 4 3 3 2 5 2 0 2 0 0 4 18 0 12 0 0 30 2 WDTs 4 4 4 4 8 1 0 1 0 0 2 20 0 12 0 0 32 3 UGs 1000 300 300 400 1100 6 8 8 0 0 22 600 400 400 0 0 1400 4 SHGs 500 500 500 100 800 10 5 2 0 0 17 500 500 350 0 0 1350 5 WCs 60 60 60 60 60 60 300 2 2 2 2 2 10 120 60 60 60 60 360 6 GPs 50 50 50 50 50 150 1 0 1 0 1 3 150 0 0 0 50 200 7 Community 1200 1200 1200 1200 12 0 0 0 0 12 1200 0 0 0 0 1200 8 EXPOSURE

TOUR (INTER STATE)

150 150 0 1 0 0 0 1 900 0 0 0 0 900

9 EXPOSURE TOUR (INTRA STATE)

100 100 0 1 0 0 0 1 1000 0 0 0 0 `1000

10 PM/SLNA 10 5 3 2 10 1 1 1 0 3 15 8 4 0 27 11 TOTAL

PHYSICAL 3078 2117 915 619 62 110 3823 34 18 17 3 3 75 4508 975 842 64 110 6499

12 TOTAL FINANCIAL

27.96 3.50 13.98 5.24 2.44 2.80 27.96

Table-, Education & Communication (IEC) activities in the project area (1% of total Project cost.)

1 2 3 4 5 6

S. No. Activity Executing

agency

Allocatio

n out of

1% of

total

Project

cost

Allocation in lacs Expected Outcome (may quantify, wherever

possible)

I year II year III year

vI year

V year Total

1 ekWMy #QVkWi okVj gkjosZfVx LVªDplZ ¼iapk;r lfefr, jktho xkW/kh lsok dsUnz ;k vU; iapk;r lfefr Lrjh; utnhdh ljdkjh Hkou ½A

PIA. 1.40 0.00 1.40 0.00 0.00 0.00 1.40 Harvesting rain water

2 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk POP / CLAY / WOOD / PLASTIC ls cuk gqvk ekWMyA

PIA. 0.70 0.00

0.35

0.35

0.00

0.00

0.70

Awarness of various activities of watershed

3 MhLiys cksMZs@IysxDlh cksMZ@

4 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks PIA. 1.74 0.00 1.00 0.29 0.25 0.20 1.74 Awarness of various

activities of watershed

5 o izkfIr vkfn dks n’kkZrh gqbZ A

tyxzg.k fodkl laca/kh eqfnzr iEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA Ukkjk ys[ku

6

7 lQyrk dh dgkuh;ksa dh ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa d`"kdks ls lk{kjkrdkj @ okrkZ A

fucU/k o okn&fookn izfr;ksfxrk

jsfM;ksa@nwjn’kZu ij okrkZ o foKkiu

PIA.

1.05 0.00

0.00 0.35 0.35 0.35 1.05 Active Part icipation of

Beneficiaries and feedback

About programme

8

9

10 lkaLd`frd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh

PIA.

0.70 0.00 0.25 0.25 0.20 0.00 0.70 Deliverd the message of

Watershed programme in

entertaining way to a large

No. of people 11 uqDdM+ ukVd

12 dViqryh izn’kZu

13 jkf= xks"Bh PIA. 1.40 0.00 0.50 0.50 0.25 0.15 1.40 Active Part icipation of

14 Hkw laj{k.k lIrkg Beneficiaries and feedback

About programme

15 psruk jSyh

16 tyxzg.k fodkl dk lans’k nsus okys lkaLd`frd dk;ZØe

17 d`"kd fnol dk vk;kstu ,oa {ks= Hkze.k fnol dk vk;kstu bR;kfn

18 dqy 6.99 1.00 0.00 3.50 1.74 1.05 0.70 6.99

WAPCOS was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-

3 imageries for Creation, development and management of geo-spatial database depicting present

conditions of land (terrain), water and vegetation with respect to watershed under different

ownerships at village level

Various thematic layers provided by WAPCOS are :

• Delineation of Macro/Micro watershed boundaries.

• Digitised Khasara maps of the villages falling in project area.

• Network of Drainage lines, existing water bodies, falling in the project area.

• Base maps (transport network, village/boundaries, and settlements).

• Land Use / Land cover map.

• Contours at 1 meter interval, slope map

B)Livelihood Action Plan (LAP):

An awareness programme has been undertaken at Gram Sabha for communication &

sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the

funds under the livelihood component. LAP has been prepared by the PIA in consultation with

WDT, WC & the members of SHG,SC/ST, women, landless/ assetless households. Details of

funds available & their utilisation is as under :

(i) Total project cost Rs 699.12 Lacs.

(ii) Funds available under livelihood component is 9% of total project cost= Rs.62.92 Lacs.

(a) Seed money for SHGs as revolving fund = Rs.37.75 Lacs.

(minimum 60% of livelihood component)

- - No. Of SHG to be formed154N Nos.

--- No of persons (members) in SHGs1540 Nos.

(b) Seed money for enterprising individuals = Rs.6.29 Lacs

(maximum 10% of livelihood component)

-- No of persons identified as enterprising individuals 27 Nos.

S.

Item Numbers

Revolving

fund/Seed

money % of LAP

1 SHG 154 37.75 60%

a Existing 28 0 0

b New 126 0 0

Sub Total 0 0

2 Enterprising individuals 27 6.29 10%

3

Enterprising SHG/Federations

of SHG 15 18.88 30%

Total

Proposed Activities (On Farm)*

Name of activity* No of SHGs Revolving fund

Fisheries 0 0

Dairying 15 25000

Poultry 0 0

Piggery 0 0

Goatry 20 0

Bee keeping 5 0

Sericulture 0 0

Nursery 0 0

Maize dehusker 0 0

Dal mill 0 0

Oil mill 0 0

Others (specify) 0 0

Total

Proposed Major activities (Off Farm)**

Name of activity* No of SHGs Revolving fund

Artisans 0 0

Carpenter 2 0

Blacksmith 2 0

Leather Craft 3 0

Porter 10 0

Mason 10 0

Eco tourism 0 0

Agro processing 0 0

Blacksmith 0 0

Candle making 20 0

Dona Pattal 20 0

Sewing / Knitting 30 0

Tea Stall 1 0

General Store 6 0

Mobile repair 0 0

Mechanic / Misc. shop 0 0

Others (specify) 10 0

Total 154

List of persons & Proposed Activities. ( 10% of (9%)

S.

No.

Activity Proposed Name of Person Category

SC /ST

/Others

Project fund

Revolving

Contribution

0 0 0 25000 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

(c) Funds for Enterprising SHG/Federations of SHG

(Maximum 30 % of livelihood activities)= Rs.--------------Lacs

The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to

avail a composite loan for undertaking major livelihood activities or to upscale activities as

recommended by the WC & approved by WCDC in consultation with line departments.

Details of enterprising SHG/federation is given below :

S.No. Name of SHG/ SHG

federation

Project Name Project Cost in

lacs

Grant in aid

50% of project

cost or 2 lacs

whichever is

less

Bank loan

1

2

Total

* Details of project activities can be prepared in coming years after formation of SHG federation or

as the case may be.

C) Production Plan:

An awareness programme has been undertaken at Gram Sabha for communication &

sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is pre-

requisite for availing the funds under the Production System & micro enterprises component.

Production plan has been prepared by the PIA in consultation with WDT, WC & the members of

Users Group. Details of funds available & their utilisation is as under :

(iii) Total project cost Rs.----------Lacs.

(iv) Funds available under Production System & Micro enterprises component is 10% of total

project cost= Rs.------------Lacs.

Proposed Activities for production system & Micro enterprises

Name of activity*

No. of house

holds Cost of activity

WDF

A Production

System

0 0 0

1 Fisheries 0 0 0

2 Dairying 0 0 0

3 Poultry 0 0 0

4 Piggery 0 0 0

5 Goatry 0 0 0

6 Bee keeping 0 0 0

7 Sericulture 0 0 0

8 Bio fuel , Medicinal

plantation

0 0 0

B Others

1 Crop Demontration 0 0 0

a Integrated Nutrient

Management

0 0 20 to 40%

b Integrated

PestManagement

0 0

c Distribution of seed /

Mini kit of HYV

1228 24.55 20 to 40%

2 Introduction of

Innovative Agril

Activities

30 2.40 20 to 40%

3 Distribution of Seed

cum ferti. drill

0 0 0

4 Distribution of other

Agricultural & plant

0 0 0

protection

equipment

5 Fodder production 0 0 0

6 Agro forestry 0 0 0

7 Agro Horticulture 56 M 3.36 20 to 40%

8 Floriculture 20M/10M 2.40 20 to 40%

9 Vegetable cultivation 0 0 0

10 Organic farming

(Green Manuaring,

Vermicompost,

Nadep Compost)

50 12.00 0

11 Green House 0 0 0

12 Shed net 0 0 0

13 Nursery 0 0 0

Others (specify) 0 0 0

Total

C Microenterprises

1 Agro processing 0 0 0

2 Value Addition 0 0 0

3 Fruit preservation

( Chatni, Achar,

Murabba, Jam,

Jelly, Etc.)

0 0 0

4 Flour Mill 0 0 0

5 Dal mill 0 0 0

6 Oil mill 0 0 0

7 Maize dehusker 0 0 0

8 Animal camp 6 1.44 20 to 40%

Awareness Programme

-Slogan Wall Painting,

Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana Rally

Broadcasting / Telecasting Film Show

Visit- intra/ inter/ out of State/ Abroad

Fortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.

Creation Of Disease Free Zone: Livestock’s health coverage

Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)

Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)

Distribution of mineral mixture. (Convergence with peer department)

Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.

Ensure Hygienic measures to check Zonosis.(DAH/ IWMP)

Construction of Animal Sheds with Manger and Portable Manger With accessories

Provision of Cattle Water Troughs.

Infertility Management: To ensure Livestock’s Productivity

Expansion of AI Coverage/ reduction in no.of infertile females.

a AI 189 0.20 20 to 40%

b Castration 189 0.21 20 to 40%

c Demo. Urea

Molasis

0 0 0

9 Manger 950 19.00 0

10 Animal Shed 25 6.00 0

Others 5 0.75 0

PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENT

Breed Improvment: To ensure Livestock’s Productivity enhancement

A.I. (Convergence with peer department)

Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.

Registration of bulls (Convergence with peer department)

Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.

Financial Incentive to the Inseminator for Calf Borns.

Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva

An Assistance to control Malnutrition: Protein Supplementation

Feed & fodder production enhancement.

ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating

outgoing liabilities as well as new projects which they wish to take during next financial years & will

submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of

Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While

preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased

changed rates will be applicable for preparing AAP & the effect of same can be met by converging

the remaining works with other schemes.

CHAPTER-IV

PROJECT NAME : IWMP- 8 BLOCK : ATRU DISTT. BARAN

COST OF PROJECT : 699.12 Lacs

Activity wise Total Abstract of cost

Activity Unit Quantity Unit Cost

Total cost

Cost from Project Fund Convergence Fund

Beneficiary Contribution

Labour material Total

A Basic Activities Admn. 0.10 0.00 0.00 69.91 0.00 69.91 69.91 0.00 0.00

Monitoring 0.01 0.00 0.00 6.99 0.00 6.99 6.99 0.00 0.00

Evaluation 0.01 0.00 0.00 6.99 0.00 6.99 6.99 0.00 0.00

EPA 0.04 0.00 0.00 27.96 0.00 27.96 27.96 0.00 0.00

I & CB 0.05 0.00 0.00 34.96 0.00 34.96 34.96 0.00 0.00

DPR 0.01 0.00 0.00 6.99 0.00 6.99 6.99 0.00 0.00

Total (A) 22% 0.00 0.00 0.00 153.81 0.00 153.81 153.81 0.00 0.00

(B) Natural resource management(56%)

Conservation measures for arable land(private land) Earthen Field Bund RM 133507 80 106.81 96.13 10.68 106.81 0.00 5% FOR

SC/ST,10% FOR GENERAL Earthen Field Bund for SC /ST farmer by nrega RM 135000 80 108.00 0.00 0.00 0.00 108.00

Waste Weir No. 45 15000 6.75 1.35 5.40 6.75 0.00 Approx.

Khet talai No. 23 50000 11.50 0.00 0.00 0.00 11.50 5.47

Bank Stabilisation/ Peripheral Bunds RM 7880 168 13.24 11.91 1.32 13.24 0.00 lacs

Conservation measures for non arable land Ditch cum bund fencing RM 3550 381 13.53 12.17 1.35 13.53 0.00 0.00

V - ditch Ha 37 6000 2.22 2.00 0.22 2.22 0.00 0.00

Water Harvesting Structure No. 4 149000 5.96 1.19 4.77 5.96 0.00 0.00

Afforestation Ha 37 101180 37.44 7.49 29.95 37.44 0.00 0.00

Drainage line treatment MMS 8M No. 10 487000 48.70 9.74 38.96 48.70 0.00 0.00

MMS 10M No. 8 529000 42.32 8.46 33.86 42.32 0.00 0.00

MMS 15M No. 9 600000 54.00 10.80 43.20 54.00 0.00 0.00

MMS 20M No. 5 739000 36.95 7.39 29.56 36.95 0.00 0.00

LSCD No. 80 4315 3.45 0.69 2.77 3.46 0.00 0.00

Retaining wall No. 7 74000 5.18 1.04 4.14 5.18 0.00 0.00

WHS No. 0 149000 0.00 0.00 0.00 0.00 0.00 0.00

Gully Plugs(ECD) No. 110 13600 14.96 13.46 1.50 14.96 0.00 0.00

Total (B) 511.01 183.83 207.68 391.51 119.50 5.47

C Production measures for arable land


Total cost

Cost from Project Fund Convergence

Fund Beneficiary

Contribution

Labour material Total

Horticulture plantation No 28 12000 3.36 0.00 3.36 3.36 0.00

Sprinklers and Drip irrigation No 28 24000 6.72 0.00 0.00 6.72 0.00

Floriculture No 10 24000 2.40 0.00 2.40 2.40 0.00 0.00

Vegetables No 0 0 0.00 0.00 0.00 0.00 0.00 0.00

Medicinal plants No 0 0 0.00 0.00 0.00 0.00 0.00 0.00

Vermi compost No 50 24000 12.00 0.00 12.00 12.00 0.00 0.00

Crop Demonstration Ha 491 5000 24.55 0.00 24.55 24.55 0.00 0.00

Animal treatment camp No 6 24000 1.44 0.00 1.44 1.44 0.00 0.00

Distridution of Manger No 950 2000 19.00 0.00 19.00 19.00 0.00 0.00

Establishment of Travis At pashu seva Kendra No 5 15000 0.75 0.00 0.75 0.75 0.00 0.00

Incentive for AI and Castration No 789 50 0.41 0.00 0.41 0.41 0.00 0.00

Establishment of animal shed with manger No 25 24000 6.00 0.00 6.00 6.00 0.00 0.00

76.63 0.00 69.91 69.91 6.72 0.00

D Livelihood System 9% Revolving Fund to SHG ( minmun 60 % amt. ) No 154 25000 37.75 0.00 37.75 37.75 0.00 0.00 Revolving Fund to enterprising individual (maximum 10 % amount) No 27 25000 6.29 0.00 6.29 6.29 0.00 0.00

Grant in aid to enterprising SHG or Federation of No 8 0 18.88 0.00 18.88 18.88 0.00 0.00

SHG individual (maximum 30 % amount)

Total (D) 62.92 0.00 62.92 62.92 0.00 0.00

(E) Consolidation 3% 20.97 0.00 20.97 20.97 18.88 0.00

Grand Total 825.34 183.83 515.29 699.12 145.10 0.00

Assistant Engineer,

PIA Project Manager, WCDC Assistant Engineer, PIA Project Manager, WCDC

WD&SC P.S.Atru

WD&SC Distt. Baran

CHAPTER -V (A) PROJECT NAME :NANAWATA

IWMP- VIII

BLOCK: ATRU

DISTRICT :


ANNUAL ACTION PLAN THROUGH PROJECT FUND

AREA 5826

(A) Preparatory phase activities capacity building trainings & EPA

Activity Unit Quantity

Unit Cost

Total cost

1st year 2nd year 3rd year 4th year 5th year Total

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Admn. 10% 69.91 0 6.99 0 13.98 0 17.48 0 17.48 0 13.98 0 69.91

Monitoring 1% 6.99 0 1.40 0 1.40 0 1.40 0 1.40 0 1.40 0 6.99

Evaluation 1% 6.99 0 1.40 0 1.40 0 1.40 0 1.40 0 1.40 0 6.99

EPA 4% 27.96 0 13.98 0 13.98 0 0.00 0 0.00 0 0.00 0 27.96

I & CB 5% 34.96 0 10.49 0 10.49 0 6.99 0 3.50 0 3.50 0 34.96

DPR 1% 6.99 0 1.75 0 5.24 0 0.00 0 0.00 0 0.00 0 6.99

Total (A) 22% 153.81 36.00 46.49 27.27 23.77 20.27 153.81

(B) Natural resource management(56%)

Conservation measures for arable land(private land)

Earthen Field Bund RM 1335

07 80 106.81 0 0 0 0 5340

3 42.72 53403 42.72 2670

1 21.36

133507.00 106.81

Waste Weir No. 45 15000 6.75 18 2.70 18 2.70 9 1.35 45.00 6.75

Bank Stabilisation/ Peripheral Bunds RM 7880 168 13.24 0 0 0 0 3152 5.30 3152 5.30 1576 2.65

7880.00 13.24

Conservation measures for non arable land

Ditch cum bund fencing RM 3550 381 13.53 0 0 0 0 2500 9.53 1050 4.00 0 0.00

3550.00 13.53

V - ditch Ha 37 6000 2.22 0 0 0 0 22 1.32 15 0.90 0 0.00 37.00 2.22

Water Harvesting Structure No. 4 149000 5.96 0 0 0 0 2 2.98 2 2.98 0 0.00 4.00 5.96

Afforestation Ha 37 101180 37.44 0 0 0 0 22 22.26 15 15.18 0 0.00 37.00 37.44

Drainage line treatment

MMS 8M No. 10 487000 48.70 0 0 0 0 4 19.48 4 19.48 2 9.74 10.00 48.70

MMS 10M No. 8 529000 42.32 0 0 0 0 3 15.87 3 15.87 2 10.58 8.00 42.32

MMS 15M No. 9 600000 54.00 0 0 0 0 4 24.00 4 24.00 1 6.00 9.00 54.00

MMS 20M No. 5 739000 36.95 0 0 0 0 0 0.00 4 29.56 1 7.39 5.00 36.95

LSCD No. 80 4315 3.45 0 0 0 0 32 1.38 32 1.38 16 0.69 80.00 3.45

Retaining wall No. 7 74000 5.18 0 0 0 0 3 2.22 3 2.22 1 0.74 7.00 5.18

WHS No. 0 149000 0.00 0 0 0 0 0 0.00 0 0.00 0 0.00 0.00 0.00

Gully Plugs(ECD) No. 110 13600 14.96 44 5.98 44 5.98 22 2.99

110.00 14.96

Total (B) 391.51 0.00 0.00 155.74 172.27 63.49 391.51

( C ) Production System (10%)

Production measures for arable land

Activity Unit Quantity

Unit Cost

Total cost



Horticulture plantation 28 12000 3.36 0 0 0 0 11 1.32 11 1.32 6 0.72 28.00 3.36

Floriculture 10 24000 2.40 0 0 0 0 4 0.96 4 0.96 2 0.48 10.00 2.40

Vegetables 0 0 0.00 0 0 0 0 0 0.00 0 0.00 0 0.00 0.00 0.00

Medicinal plants 0 0 0.00 0 0 0 0 0 0.00 0 0.00 0 0.00 0.00 0.00

Vermi compost 50 24000 12.00 0 0 0 0 20 4.80 20 4.80 10 2.40 50.00 12.00

Crop Demonstration 491 5000 24.55 0 0 0 0 196 9.80 196 9.80 99 4.95

491.00 24.55

Animal treatment camp 6 24000 1.44 0 0 0 0 2 0.48 2 0.48 2 0.48 6.00 1.44

Distridution of Manger 950 2000 19.00 0 0 0 0 380 7.60 380 7.60 190 3.80

950.00 19.00

Establishment of Travis At pashu seva Kendra 5 15000 0.75 0 0 0 0 2 0.30 2 0.30 1 0.15 5.00 0.75

Incentive for AI and Castration 789 50 0.41 0 0 0 0 316 0.16 316 0.16 157 0.09

789.00 0.41

Establishment of animal shed with manger 25 24000 6.00 0 0 0 0 10 2.40 10 2.40 5 1.20 25.00 6.00

Total (C)

69.91 0.00 0.00 0.00 0.00 0.00 27.82 0.00 27.82 0.00 14.27 0.00 69.91

D Livelihood System 9%

Revolving Fund to SHG ( minmun 60 % amt. ) 154 25000 37.75 0 0 0 0 62 15.50 62 15.50 30 6.75

154.00 37.75

Revolving Fund to enterprising individual (maximum 10 % amount) 27 25000 6.29 0 0 0 0 11 2.75 11 2.75 5 0.79 27.00 6.29

Grant in aid to enterprising SHG or Federation of SHG individual (maximum 30 % amount) 8 18.88 0 0 0 0 6 9.00 6 9.88 0 0.00 12.00 18.88

Total (D) 62.92 0.00 0.00 27.25 28.13 7.54 62.92

(E) Consolidation 3% 20.97 0.00 0.00 0.00 0.00 20.97 20.97

Grand Total 699.12 36.00 46.49 238.07 251.99 126.5

5 699.12

% Targets NA NA NA NA NA

Assistant Engineer, PIA

Project Manager, WCDC WD&SC P.S. Baran WD&SC.Distt.Baran

CHAPTER-V(B) Annual Action Plan (Through Convergence)

NAME OF PROJECT :

IWMP-

BLOCK :

ATRU

DISTT. : BARAN


(A) Preparatory phase activities capacity building trainings & EPA


Total cost



Earthen Field Bund for SC /ST farmer by

nrega rm 135000 80 108 0 0 0 0 54000 43.20 54000 43.20 27000 21.60 135000.00 108.00

Sprinklers and Drip irrigation ha 28 24000 6.72 0 0 0 0 11 2.64 11 2.64 6 1.44 28.00 6.72

Khet talai No 23 50000 11.5 0 0 0 0 9 4.50 9 4.50 5 2.50 23.00 11.50

Financial assistance to federations

through bank No 18.88 0 0 0 0 0 9.00 0 9.88 0 0.00 0 18.88

126.22 59.34 60.22 25.54 145.10

Assistant Engineer, PIA Project Manager, WCDC

WD&SC P.S. Baran WD&SC.Distt.Baran

Proposed Development Plan

(A) Preparatory phase activities

AREA #REF! Cost #REF!

Total

Activity Unit

Unit

Cost

Rs Quantity Total Cost

Cost from Project Fund

Convergence Fund

Beneficiary

Contribution

1 Admn. 10% 0.00 69.91 69.91 0.00 0.00

2 Monitoring 1% 0.00 6.99 6.99 0.00 0.00

3 Evaluation 1% 0.00 6.99 6.99 0.00 0.00

4 EPA 4% 0.00 27.96 27.96 0.00 0.00

5 I & CB 5% 0.00 34.96 34.96 0.00 0.00

6 DPR 1% 0.00 6.99 6.99 0.00 0.00

Total (A) 0.00 153.81 153.81 0.00 0.00

(B) Natural resource management (56%)

391.5072

Conservation measures for arable land(private land)

5-10% towards WDF

Earthen Field Bund RM 80 133507 106.81 106.81 0

Earthen Field Bund for SC /ST farmer by nrega RM 80 135000 108 0 108

Waste Weir No. 15000 45 6.75 6.75 0

Khet talai No. 50000 23 11.5 0 11.5

Bank Stabilisation/ Peripheral Bunds RM 168 7880 13.24 13.24 0

Conservation measures for non arable land

0 0 0 0

Ditch cum bund fencing RM 381 3550 13.53 13.53 0 0

V - ditch Ha 6000 37 2.22 2.22 0 0

Water Harvesting Structure No. 149000 4 5.96 5.96 0 0

Afforestation Ha 101180 37 37.44 37.44 0

Drainage line treatment 0 0 0 0 0

MMS 8M No. 487000 10 48.7 48.7 0 0

MMS 10M No. 529000 8 42.32 42.32 0

MMS 15M No. 600000 9 54 54 0

MMS 20M No. 739000 5 36.95 36.95 0

LSCD No. 4315 80 3.45 3.45 0 0

Retaining wall No. 74000 7 5.18 5.18 0

WHS No. 149000 0 0 0 0

Gully Plugs(ECD) No. 13600 110 14.96 14.96 0

Total (B) 0 511.01 391.51 119.50 0.00

Activity Unit

Unit

Cost

Rs Total

Quantity Total Cost

Cost from Project Fund

Convergence Fund

Beneficiary

Contribution

( C ) Production System (10%) 69.912

( C ) Production System (10%)

Production measures for arable land

20-40% towards project cost

Horticulture plantation ha 12000 28 3.36 3.36 0

Sprinklers and Drip irrigation ha 24000 28 6.72 0 6.72

Floriculture ha 24000 10 2.4 2.4 0

Vegetables 0 0 0 0

Medicinal plants 0 0 0 0

Vermi compost No. 24000 50 12 12 0

Crop Demonstration ha 5000 491 24.55 24.55 0

Animal treatment camp No. 24000 6 1.44 1.44 0

Distridution of Manger No. 2000 950 19 19 0

Establishment of Travis At pashu seva Kendra No. 15000 5 0.75 0.75 0

Incentive for AI and Castration No. 50 789 0.41 0.41 0

Establishment of animal shed with manger No. 24000 25 6.00 6.00 0

Total Production System 76.63 69.91 6.72

.

CHAPTER – VI EXPECTED OUT COMES

1 2 3 4 5 6

S. No. Item Unit of

measurement Pre-project

Status Expected Post-project Status

Remarks

1 Status of water table (Depth to Ground water level)

Meters 110-120 100-110

2 Ground water structures repaired/ rejuvenated

No. 25

3 Quality of drinking water Description Drinkable Good quality of water

4 Availability of drinking water Description 9-11 month 10-12 months 5 Change in irrigated Area Ha 1211.00 1321 6 Change in cropping/ land use pattern Description 7 Area under agricultural crop Ha 4053.05 4163.05 I Area under single crop Ha 3245 3300 Ii Area under double crop Ha 1211 1321 Iii Area under multiple crop Ha - -

8 Change in cultivated Area Ha 808.05 450.00 9 yield of major crops of area

Wheat q/ha 38.00 46.00 Mustard q/ha 12.00 13.50 Corinder q/ha 4.80 6.50 Gram q/ha 5.60 7.60 Soyabeen q/ha 12.50 15.25

10 production of major crops of area

Wheat ton 1634 1925 Mustard ton 3888 3950 Maize ton 585.20 615.00

Gram ton 6.16 9.00

11 Area under Vegetable Ha 6.40 19.50 12 Area under Horticulture Ha 3.45 7.50

13 Area under fuel Ha 132.00 142.00 14 Area under Fodder Ha 59.00 70.00

15 Fodder production Q 115545.30 162165.80

16 Milk production Litres/day 1232.00 1950.00

17 SHGs Active No. 29 154 18 No. of enterprising individuals No. 82 109

19 Income per Capita Rs. 38272 42450

20 Migration No. 587 350.00 21 SHG Federations formed No. - 12

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.

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 provided by the Department is to be used & if not

vailable than rates of Agriculture/Horticulture/ Animal Husbandry should be used.

For Livelihood activities, project norms provided by the Department is to be used & if not available than cost norms of NABARD, NRLM etc can

be used.

PANCHAYAT SAMITI ATRU

Name of Work Construction of Anicut

BASIC DATA 1 Available Crest Length L 10 Meter 2 Total Catchment Area A 400 Hect. 3 Cofficient of Rational Formula C 0.30 4

Cofficient of Discharge for broad crested weir c 1.71 5

Unit weight of masonary s 2.3 Tonnes \ cum

6

Maximum allowable compressive stress in masonary 10 Kg \ sq.cm 7

Maximum allowable tensile stress in masonary 1 Kg \ sq.cm 8 N S L 100 M 9 Height of the Head Wall 1.0 M

10 Depth of Foundation 1.5 M 11 Length of Head Wall Extension Left 3.5 M 12 Length of Head wall extenssion Right 3.5 M

(A) Hydrologic Design

Peak rate of runoff (discharge) The Maximum probable Discharge ( Q ) has been calculated using Dicken formula as under:--

Q = CA3/4

C 11.4 Coefficient

A 4 Sq. Km

Q = 32.244 Cumecs

(B) Hydraulic Design

(i) Head over the crest

Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.89 meter

So h = 1.53 meter

Say h = 1.60 meter

( ii ) Free board

F = 1.5 hw , Where hw is the height of wave hw = 0.014 (Df)

1/2

Putting Df = 700.00 meter

hw = 0.37

so F= 0.56 meter

Or 0.60 meter

(C) Structural Design

N S L (Bed Level) = 100.00 meter

Ht of structure above N S L ( h ) = = 1.00 meter

Depth of foundation = 1.50 meter

Width of foundation bed = 2.60 meter

Depth of Concrete in foundation = 0.30 meter

Height of Head wall ( h ) = 1.00 meter

F T L = 101.00 meter

M W L = 102.60 meter

T B L = 102.60 meter

Total height =T.B.L. - N.S.L. = = 2.60 meter

Length of Bund = 10 meter

Height of Bund = 1.5 meter

Top Width of Bund (h/3)+1.5 = 2 meter

Bottom Width of Bund (5 x h )+ Tw = 9.5 meter

( i ) Top width of head wall Tw = h / ( s - c )1/2

putting h= 1.60 meter

Specific gravity of the material s= 2.3 for stone masonry in cement mortar

(for partly pervious &permeable foundation bed ) c = 1.00

we get, Tw = 1.40 meter

Or Tw = 1.50 meter

d = h + Fb 2.20

( ii ) Bottom width of head wall Bw = Tw + ( H x 0 .8) (H+h) / (s-c)1/2

Bw = 2.28 Mtr.

Width of Concerete bed (= Bw +0 .30) 2.58 Mtr.

Or 2.60 Mtr.

( iii ) Length of head wall extension = H +d+1

= 4.20 Mtr.

(iv) Height of head wall extention = H +d

= 3.20 Mtr.

(v) Bottom width of head wall extension 0.5(H+h)

= 1.30 Mtr.

1.30

1. HEAD WALL EXTENSION

( a ) Length (as per site condition ) Right side 4.20 meter

Left side 4.20 meter

( b ) Height above crest level =H+fb Right side 3.20 meter


( c ) Top width 0.60 meter

( d ) Bottom width 1.88 meter

or 1.90 meter

2. SIDE WALL

( a ) Length = (Bw of Hw + Appron width + 0.45) - 2.1 4.15 meter

or 4.20 meter

( b ) Top width ( minimum ) 0.60 meter

( c ) Bottom width

( at H. W. E. junction ) =0.60+((H+d )x0.40) = = 1.90 meter

( at wing wall junction ) =0.60 + ( 0.40 x 1.5 H ) = 1.50 meter

( d ) Height of side wall

( at H. W. E. junction ) = H + d = 3.20 meter

( at wing wall junction ) = 1.5 x h = 2.40 meter

3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter

( b ) Top width ( minimum ) = 0.60 meter

( c ) Bottom width = 0.60 + (0.4 x (1.5 x h )) = 1.56 meter

( d ) Height of wing wall =1.5 h = = 2.40 meter

4. APRON

Length = crest length = 10.00 meter

Width = H + d = 3.20 meter

Thickness of Apron = = 0.60 meter

(0.30 m c.c.(1:4:8)

+0.23 m RR stone khuranja in CM 1:6

5. TOE WALL


Width = 0.45 meter

Height ( above top of Apron ) = 0.30 meter

6. Depth of foundation = 1.50*0.473(Q/f).33 OR Say = 2.1019 meter

= 2.20 meter

Q = Discharge Cum / Sec 32.24406922

f = silt factor constant 1.2

But as per site condition taken as 1.50 Mtr.

CHECKS FOR AGAINST OVER TURNING , RUPTURE FROM TENSION , SLIDING &

CRUSHING

H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28 Kg \cum

Specific weight of masonary s = 2300.00 Kg \cum

Specific weight of water w = 1000.00 Kg \cum

Coefficient of uplift c = 0.50

Coefficient of friction f = 0.75

Weight of structure W = W1 + W2

W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg

Water pressure at depth H = P1

P1 = w x h = 1600.00 Kg \ sqm

Water pressure at depth (H+h)=P2

P2= w x ( H + h ) = 2600.00 Kg \ sqm

Net Horizontal water force =

( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm

Force due to water at the crest

F3 = w x h x Tw = 2400.00 Kg/m

Up lift pressure U1=c x w x (h+H)= 1300.00 Kg/sqm

Up lift Force =U = U1 x Bw / 2 = 1482.23 Kg/m

1. Safty against Over turning

Taking moment of all the forces about the toe of the Structure

Restoring Moment, RM = W1 x(Bw- Tw/2)+W2 x (Bw - Tw ) x 2 / 3 +F3 (Bw - Tw/2)

RM = 9419

Over turning Moment, OM=Fa x H/2 + Fb x H/3 + U x2 Bw/3

Where Fa = P1 x H = 1600

Fb = (P2- P1)/2 x H = 500

OM = 3220

RM / OM = 2.93

It is more than 1.30, so the structure is safe against overturning.

2. Safty against tension at the base

The excess moment , Em=( RM - OM) 6199

Total Vertical Force, V = W + F3 - U= 5265.18

X represents the position of the resultant force from top of the structure.

X = Excess moment / Total vertical force

X = 1.18

Which is more than Bw / 3 = 0.76 of the structure ,

& less than 2Bw/3= 1.52

i.e. Resultant is passing through the middle 1 / 3 of the base so there is no chance of developing any tension in maonary. Hence the structure is safe against Rupture from Tension.

3. Safty against Compression (Crushing)

Ecentricity e = Bw / 2-X

where x =(RM-OM)/ V 1.18

so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56

In order to avoid crushing of the masonary at the base Fmax. is maximum compressive stress acting normal to the base of the structure. It is less than the Max.allowable compressive stress for the masonary 20000 Kg / sqm. Hence Safe against Crushing.

4. Safty against sliding

Total Vertical Force, V =W+F3-U= 5265.18

Resisting forces, P = f V + ChA = 3949.79

Sliding forces = Fa + Fb = 2100

Factor of safety for sliding

= Restoring force / Sliding force P/V= 1.88

It is more than 1.3, so the structure is safe against Sliding.


Name of Work Construction of Anicut DETAILED ESTIMATE

S. Particular No. Length Width H / D Qty. unit 1 Excavation for foundation Head wall (over flow sec. ) 1 10.00 2.60 1.50 39.00 cu.m Head wall Ext ( a ) Right side from U \ S 1 4.20 1.90 2.00 15.96 ( b ) Left side from U \ S 1 4.20 1.90 2.00 15.96 Side wall 2 4.20 1.80 1.50 22.68 ,, Wing wall 2 3.60 1.80 2.00 25.92 ,, Toe wall 1 10.00 0.90 0.60 5.40 ,, Apron 1 10.00 3.20 0.60 19.20 ,,

Total Qty. 144.12 cu.m

Hard soil 40 % 57.65 cu.m Ordinary Rock 30 % 43.24 cu.m Hard Rock 30 % 43.24 cu.m

2 C .C . ( 1 : 3 : 6 ) with 20 mm stone crusher broken aggregate in foundation

Head wall (over flow sec. ) 1 10.00 2.60 0.30 7.80 cu.m Head wall Exe.Foundation ( a ) Right side from U \ S 1 4.20 1.90 0.30 2.39 ( b ) Left side from U \ S 1 4.20 1.90 0.30 2.39 Side wall 2 4.20 1.80 0.30 4.54 ,, Wing wall 2 3.60 1.80 0.30 3.89 ,, Toe wall 1 10.00 0.90 0.15 1.35 ,,

Apron 1 10.00 3.20 0.30 9.60

Total Qty. Item -

2 =

31.96 cu.m

3 A R.R.Stone Masonery in cement sand mortar ( 1:6 ) in foundation for

W.H.S Head wall (over flow sec. ) 1 10.00 2.60 1.20 31.20 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.20 1.90 1.20 9.58 ( b ) Left side from U \ S 1 4.20 1.90 1.20 9.58 Side wall 2 4.20 1.80 1.20 18.14 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 10.00 0.75 0.30 2.25 ,, 1 10.00 0.45 0.15 0.68 Total Item-- 3 A = 86.97 cu.m

3 B R.R.S.M. ( 1:6 ) for super structure above NSL

Head wall (over flow sec. ) 1 10.00 1.94 1.00 19.40 cu.m Head wall Exe.

( a ) Right side from U \ S 1 4.20 1.24 2.20 11.46 ,, ( b ) Left side from U \ S 1 4.20 1.24 2.20 11.46 Side wall 2 4.20 1.33 2.80 31.36 ,, Wing wall 2 3.60 1.08 2.40 18.66 ,, Toe wall 1 10.00 0.45 0.30 1.35 ,,

Total Item - 3 B = 93.69 cu.m

Total Item - 3 A + 3 B = 180.66 cu.m

4

RR stone khuranja in CM 1:6 of 23cm 1 10.00 3.20 32.00 Sqm

5 C . C . Coping in C.M. 1 : 2 : 4

Headwall Crest Head wall ( Nonover flow sec. )U\S 1 10.00 1.50 15.00 cu.m

( a ) Right side from U \ S 1 4.20 0.6 2.52 ,, ( b ) Left side from U \ S 1 4.20 0.6 2.52 ,, Side wall 2 4.20 0.6 5.04 ,,

Wing wall 2 3.60 0.6 4.32 ,, Toe wall 1 10.00 0.45 4.50 ,, Total Item :- 5 = 33.90 cu.m

6 25 Cement Plaster in C.M. (1:4)

Head wall (over flow sec. ) U \ S 1 10.00 1.00 10 sq.m

Toe wall ( ( 2 x height) + Top ) 1 10.00 1.05 10.50 ,, Total Item:-- 6 = 20.50 sq.m

7 Flush or ruled poinding in CM 1:3

Head wall (over flow sec. ) U \ S 1 10.00 1.27 12.68 sq.m Side wall 2 4.20 2.80 23.52 ,, Wing wall 2 3.60 2.40 17.28 ,, Total Item:-- 7 = 53.48 sq.m

8 Earth work for bunds including laying in 15 cm layers broken of loads etc complete

a) In Hard Soil 1 10 5.75 1.5 86.25 Total Item :- 8 = 86.25 cu.m



Abstract of Cost

S.No. Particular Qty Unit Complete Item Labour Charges Material

Charges Rate Amount Rate Amount

1 Excavation for foundation & trench for irrigation works

Hard soil 57.65 Cum 100.00 5764.80 100.00 5764.80 0.00

Ordinary Rock 43.24 Cum 194.00 8387.78 194.00 8387.78 0.00

Hard Rock 43.24 Cum 543.00 23477.15 110.00 4755.96 18721.19

2 Cement Concrete ( 1 :3 : 6 ) with 20 mm size stone broken gritt for W.H.S

31.96 Cum 2642.00 84443.60 343.11 10966.48 72518.26

3 R.R.Stone Masonary in cement sand mortar ( 1:6 ) for

W.H.S 180.66 Cum 1763.00 318507.73 418.00 75516.86 210471.64

4 RR stone khuranja in CM 1:6 of 23cm 32.00 Sqm 294.00 9408.00 418.00 13376.00 -5888.00

5 50 mm thick Cement Concreet Coping in 1 : 2 : 4 with

stone crusher broken gritt 12 mm size including curring

etc complete

33.90 Sqm 226.00 7661.40 78.80 2671.32 3464.58

6 25 MM thick Cement sand Plaster in C.M. (1:4)

including curing etc complete 20.50 Sqm 163.00 3341.50 66.63 1365.92 1176.09

7 Flush or ruled pointing in CM 1:3 53.48 Sqm 51.00 2727.71 39.10 2091.24 -647.16

8 Earth work for bunds including laying in 15 cm layers

breaking of clods etc complete 0.00

a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 471654.67 132831.37 299816.60

Add 3% charges for contengencies 14149.64 14149.64

Grand Total 485804.31

say 529000.00

Requirement of Material S.No.

Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm

Qty. Qty. Qty. Qty. Qty.

1 Cement Concrete ( 1 : 3 : 6 )

with 20 mm size stone gritt

for W.H.S

31.96 cum 129.45 13.74 0.00 27.49 0.00

2 R.R.Stone Masonary in

cement sand mortar ( 1:6 ) for W.H.S

180.66 cum 252.02 54.20 198.73 0.00 0.00

3 25 MM thick Cement sand

Plaster in C.M. (1:4)

including curing etc complete

20.50 sqm 4.59 0.66 0.00 0.00 0.00

4 RR stone khuranja in CM 1:6

of 23cm 32.00 sqm 6.72 1.44 8.10 0.00 0.00

5 Cement Concreet Coping in

C.C. 1 : 2 : 4 with stone

crusher broken gritt 12 mm

size including curring etc

complete

33.90 cum 10.58 0.75 0.00 0.00 1.53

6 Flush or ruled poinding in CM

1:3 53.48 sqm 1.50 0.16 0.00 0.00 0.00

Total 404.86 70.94 206.82 27.49 1.53

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

405 70.94 27.49 0






6






Q = CA3/4

C 11.4 Coefficient

A 3 Sq. Km

Q = 25.986 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.90 meter

So h = 1.53 meter

Say h = 1.60 meter

( ii ) Free board


1/2


hw = 0.37

so F= 0.56 meter

Or 0.60 meter


















Specific gravity of the material s= 2.3 for stone masonry in cement mortar (for partly pervious &permeable foundation bed ) c = 1.00


Or Tw = 1.50 meter

d = h + Fb 2.20


Bw = 2.28 Mtr.


Or 2.60 Mtr.


= 4.20 Mtr.


= 3.20 Mtr.


= 1.30 Mtr.

1.30








or 1.90 meter

2. SIDE WALL


or 4.20 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter


( c ) Bottom width = 0.60 + (0.4 x (1.5 x h ))

= 1.56 meter

( d ) Height of wing wall =1.5 h =

= 2.40 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.00 meter




CHECKS FOR AGAINST OVER TURNING , RUPTURE FROM

TENSION , SLIDING & CRUSHING

H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28

Kg \cum

Specific weight of masonary s = 2300.00

Kg \cum





W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg


P1 = w x h = 1600.00 Kg \ sqm


P2= w x ( H + h ) = 2600.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm


F3 = w x h x Tw = 2400.00 Kg/m






RM = 9419



Fb = (P2- P1)/2 x H = 500

OM = 3220 RM / OM = 2.93







X = 1.18







so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56











S. Particular No. Length Width H / D Qty. unit 1 Excavation for foundation Head wall (over flow sec. ) 1 8.00 2.60 1.50 31.20 cu.m Head wall Ext ( a ) Right side from U \ S 1 4.20 1.90 2.00 15.96 ( b ) Left side from U \ S 1 4.20 1.90 2.00 15.96 Side wall 2 4.20 1.80 1.50 22.68 ,, Wing wall 2 3.60 1.80 2.00 25.92 ,, Toe wall 1 8.00 0.90 0.60 4.32 ,, Apron 1 8.00 3.20 0.60 15.36 ,,

Total Qty. 131.40 cu.m

Hard soil 40 % 52.56 cu.m Ordinary Rock 30 % 39.42 cu.m Hard Rock 30 % 39.42 cu.m

2 C .C . ( 1 : 3 : 6 ) with 20 mm stone crusher broken aggregate in foundation

Head wall (over flow sec. ) 1 8.00 2.60 0.30 6.24 cu.m Head wall Exe.Foundation ( a ) Right side from U \ S 1 4.20 1.90 0.30 2.39 ( b ) Left side from U \ S 1 4.20 1.90 0.30 2.39 Side wall 2 4.20 1.80 0.30 4.54 ,, Wing wall 2 3.60 1.80 0.30 3.89 ,, Toe wall 1 8.00 0.90 0.30 2.16 ,,

Apron 1 8.00 3.20 0.30 7.68

Total Qty. Item -

2 =

29.29 cu.m


W.H.S Head wall (over flow sec. ) 1 8.00 2.60 1.20 24.96 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.20 1.90 1.20 9.58 ( b ) Left side from U \ S 1 4.20 1.90 1.20 9.58 Side wall 2 4.20 1.80 1.20 18.14 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 8.00 0.90 0.30 2.16 ,, Total Item-- 3 A = 79.97 cu.m

3 B R.R.S.M. ( 1:6 ) for super structure above NSL Head wall (over flow sec. ) 1 8.00 3.08 1.00 24.64 cu.m

Head wall Exe. ( a ) Right side from U \ S 1 4.20 1.24 3.20 16.67 ,,

( b ) Left side from U \ S 1 4.20 1.24 3.20 16.67

Side wall 2 4.20 1.33 2.80 31.36 ,, Wing wall 2 3.60 1.08 2.40 18.66 ,, Toe wall 1 8.00 0.45 0.30 1.08 ,, Total Item - 3 B = 109.08 cu.m

Total Item - 3 A + 3 B = 189.04 cu.m

4


5 C . C . Coping in C.M. 1 : 2 : 4 Headwall Crest

Head wall ( Nonover flow sec. )U\S 1 8.00 1.50 12.00 cu.m ( a ) Right side from U \ S 1 4.20 0.6 2.52 ,,

( b ) Left side from U \ S 1 4.20 0.6 2.52 ,, Side wall 2 4.20 0.6 5.04 ,, Wing wall 2 3.60 0.6 4.32 ,,

Toe wall 1 8.00 0.45 3.60 ,, Total Item :- 5 = 30.00 cu.m


Head wall (over flow sec. ) U \ S 1 8.00 1.00 8 sq.m Toe wall ( ( 2 x height) + Top ) 1 8.00 1.05 8.40 ,, Total Item:-- 6 = 16.40 sq.m


Head wall (over flow sec. ) U \ S 1 8.00 1.27 10.15 sq.m Side wall 2 4.20 2.80 23.52 ,, Wing wall 2 3.60 2.40 17.28 ,, Total Item:-- 7 = 50.95 sq.m


a) In Hard Soil 1 10 5.75 1.5 86.25 Total Item :- 8 = 86.25 cu.m



Abstract of Cost




Hard soil 52.56 Cum 100.00 5256.00 100.00 5256.00 0.00


Hard Rock 39.42 Cum 543.00 21405.06 110.00 4336.20 17068.86


29.29 Cum 2642.00 77389.46 343.11 10050.38 66460.33

3 R.R.Stone Masonary in cement sand mortar ( 1:6 ) for W.H.S 189.04 Cum 1763.00 333285.29 418.00 79020.56 220236.73


5 50 mm thick Cement Concreet Coping in 1 : 2 : 4 with stone

crusher broken gritt 12 mm size including curring etc complete 30.00 Sqm 226.00 6780.00 78.80 2364.00 3066.00

6 25 MM thick Cement sand Plaster in C.M. (1:4) including

curing etc complete 16.40 Sqm 163.00 2673.20 66.63 1092.73 940.87


8 Earth work for bunds including laying in 15 cm layers breaking

of clods etc complete 0.00

a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 472496.22 130395.20 302445.92

Add 3% charges for contingencies 14174.89 14174.89


say 487000.00


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

29.29 cum 118.63 12.60 0.00 25.19 0.00



189.04 cum 263.72 56.71 207.95 0.00 0.00




16.40 sqm 3.67 0.52 0.00 0.00 0.00


of 23cm 25.60 sqm 5.38 1.15 6.48 0.00 0.00





complete

30.00 cum 9.36 0.66 0.00 0.00 1.35


1:3 50.95 sqm 1.43 0.15 0.00 0.00 0.00

Total 402.19 71.80 214.43 25.19 1.35

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

402 71.80 25.19 #REF!






6






Q = CA3/4

C 11.4 Coefficient

A 6 Sq. Km

Q = 43.704 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.70 meter

So h = 1.43 meter

Say h = 1.50 meter

( ii ) Free board


1/2


hw = 0.37

so F= 0.56 meter

Or 0.60 meter




















Or Tw = 1.40 meter

d = h + Fb 2.10


Bw = 2.19 Mtr.


Or 2.50 Mtr.


= 4.10 Mtr.


= 3.10 Mtr.


= 1.25 Mtr.

1.30








or 1.90 meter

2. SIDE WALL


or 4.00 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.38 meter



= 1.50 meter


= 2.25 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.40 meter




CHECKS FOR AGAINST OVER TURNING , RUPTURE FROM TENSION , SLIDING &

CRUSHING

H = 1.00 meter

h = 1.50 meter

Tw = 1.40 meter

Bw = 2.19 Kg \cum






W1 = s x Tw x H = 3220.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 911.54 Kg

W = W1 + W2 = 4131.54 Kg


P1 = w x h = 1500.00 Kg \ sqm


P2= w x ( H + h ) = 2500.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2000.00 Kg \ sqm


F3 = w x h x Tw = 2100.00 Kg/m






RM = 8423



Fb = (P2- P1)/2 x H = 500

OM = 2920

RM / OM = 2.88







X = 1.13 Which is more than Bw / 3 = 0.73 of the structure ,






so e = -0.04

Fmax = V(1+6e/Bw)/A = 2000.73











S. Particular

No.

Length Width H / D Qty. unit

1 Excavation for foundation Head wall (over flow sec. ) 1 15.00 2.50 1.50 56.25 cu.m Head wall Ext ( a ) Right side from U \ S 1 4.10 1.90 2.00 15.58 ( b ) Left side from U \ S 1 4.10 1.90 2.00 15.58 Side wall 2 4.00 1.80 1.50 21.60 ,, Wing wall 2 3.38 1.80 2.00 24.30 ,, Toe wall 1 15.00 0.90 0.60 8.10 ,, Apron 1 15.00 3.10 0.60 27.90 ,,

Total Qty.

169.31

cu.m

Hard soil 40 % 67.72 cu.m Ordinary Rock 30 % 50.79 cu.m Hard Rock 30 % 50.79 cu.m 2 C .C . ( 1 : 3 : 6 ) with 20 mm stone crusher broken aggregate in

foundation Head wall (over flow sec. ) 1 15.00 2.50 0.30 11.25 cu.m Head wall Exe.Foundation ( a ) Right side from U \ S 1 4.10 1.90 0.30 2.34 ( b ) Left side from U \ S 1 4.10 1.90 0.30 2.34 Side wall 2 4.00 1.80 0.30 4.32 ,, Wing wall 2 3.38 1.80 0.30 3.65 ,, Toe wall 1 15.00 0.90 0.30 4.05 ,,

Apron 1 15.00 3.10 0.30 13.95

Total Qty. Item -

2 =

41.89 cu.m


W.H.S Head wall (over flow sec. ) 1 15.00 2.50 1.20 45.00 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.10 1.90 1.20 9.35 ( b ) Left side from U \ S 1 4.10 1.90 1.20 9.35 Side wall 2 4.00 1.80 1.20 17.28 ,, Wing wall 2 3.38 1.80 1.20 14.58 ,, Toe wall 1 15.00 0.90 0.30 4.05 ,,

Total Item-- 3 A = 99.61 cu.m

3 B R.R.S.M. ( 1:6 ) for super structure above NSL Head wall (over flow sec. ) 1 15.00 2.94 1.00 44.14 cu.m Head wall Exe.


Total Item - 3 B = 120.9

4 cu.m

Total Item - 3 A + 3 B =

220.55

cu.m

4


5 C . C . Coping in C.M. 1 : 2 : 4



Wing wall 2 3.38 0.6 4.05 ,, Toe wall 1 15.00 0.45 6.75 ,,

Total Item :- 5 = 41.52 cu.m


Head wall (over flow sec. ) U \ S 1 15.00 1.00 15 sq.m Toe wall ( ( 2 x height) + Top ) 1 15.00 1.05 15.75 ,,

Total Item:-- 6 = 30.75 sq.m


Head wall (over flow sec. ) U \ S 1 15.00 1.28 19.14 sq.m

Side wall 2 4.00 2.68 21.40 ,, Wing wall 2 3.38 2.25 15.19 ,,



a) In Hard Soil 1 10 5.75 1.5 86.25




Abstract of Cost




Hard soil 67.72 Cum 100.00 6772.40 100.00 6772.40 0.00


Hard Rock 50.79 Cum 543.00 27580.60 110.00 5587.23 21993.37

2 Cement Concrete ( 1 :3 : 6 ) with 20 mm size stone broken gritt

for W.H.S 41.89 Cum 2642.00 110670.74 343.11 14372.53 95041.53





6 25 MM thick Cement sand Plaster in C.M. (1:4) including curing etc complete

30.75 Sqm 163.00 5012.25 66.63 2048.87 1764.13




a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 582551.05 163647.51 370752.76



say 600000.00


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

41.89 cum 169.65 18.01 0.00 36.02 0.00



220.55 cum 307.67 66.16 242.60 0.00 0.00




30.75 sqm 6.89 0.98 0.00 0.00 0.00


of 23cm 46.50 sqm 9.77 2.09 11.76 0.00 0.00





complete

41.52 cum 12.95 0.91 0.00 0.00 1.87


1:3 55.73 sqm 1.56 0.17 0.00 0.00 0.00

Total 508.49 88.33 254.37 36.02 1.87

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

508 88.33 36.02 #REF!






6






Q = CA3/4

C 11.4 Coefficient

A 10 Sq. Km

Q = 64.107 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.87 meter

So h = 1.52 meter

Say h = 1.60 meter

( ii ) Free board


1/2


hw = 0.37

so F= 0.56 meter

Or 0.60 meter




















Or Tw = 1.50 meter

d = h + Fb 2.20


Bw = 2.28 Mtr.


Or 2.60 Mtr.


= 4.20 Mtr.


= 3.20 Mtr.


= 1.30 Mtr.

1.30








or 1.90 meter

2. SIDE WALL


or 4.20 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter



= 1.56 meter


= 2.40 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.70 meter




CHECKS FOR AGAINST OVER

TURNING , RUPTURE FROM TENSION ,

SLIDING & CRUSHING

H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28

Kg \cum


Kg \cum





W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg


P1 = w x h = 1600.00 Kg \ sqm


P2= w x ( H + h ) = 2600.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm


F3 = w x h x Tw = 2400.00 Kg/m






RM = 9419



Fb = (P2- P1)/2 x H = 500

OM = 3220 RM / OM = 2.93







X = 1.18







so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56











S. Particular

No.



Total Qty.

207.72

cu.m



Apron 1 20.00 3.20 0.30 19.20

Total Qty. Item -

2 =

53.41 cu.m


W.H.S Head wall (over flow sec. ) 1 20.00 2.60 1.20 62.40 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.20 1.90 1.20 9.58 ( b ) Left side from U \ S 1 4.20 1.90 1.20 9.58 Side wall 2 4.20 1.80 1.20 18.14 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 20.00 0.90 0.30 5.40 ,,

Total Item-- 3 A = 120.6

5 cu.m

3 B R.R.S.M. ( 1:6 ) for super structure above NSL Head wall (over flow sec. ) 1 20.00 3.08 1.00 61.61 cu.m Head wall Exe.



6 cu.m


268.31

cu.m

4


5 C . C . Coping in C.M. 1 : 2 : 4



Wing wall 2 3.60 0.6 4.32 ,, Toe wall 1 20.00 0.45 9.00 ,,



Head wall (over flow sec. ) U \ S 1 20.00 1.00 20 sq.m Toe wall ( ( 2 x height) + Top ) 1 20.00 1.05 21.00 ,,



Head wall (over flow sec. ) U \ S 1 20.00 1.27 25.37 sq.m

Side wall 2 4.20 2.80 23.52 ,, Wing wall 2 3.60 2.40 17.28 ,,



a) In Hard Soil 1 10 5.75 1.5 86.25




Abstract of Cost




Hard soil 83.09 Cum 100.00 8308.80 100.00 8308.80 0.00


Hard Rock 62.32 Cum 543.00 33837.59 110.00 6854.76 26982.83

2 Cement Concrete ( 1 :3 : 6 ) with 20 mm size stone broken gritt for

W.H.S 53.41 Cum 2642.00 141114.50 343.11 18326.19 121185.95



5 50 mm thick Cement Concreet Coping in 1 : 2 : 4 with stone crusher

broken gritt 12 mm size including curring etc complete 53.40 Sqm 226.00 12068.40 78.80 4207.92 5457.48

6 25 MM thick Cement sand Plaster in C.M. (1:4) including curing

etc complete 41.00 Sqm 163.00 6683.00 66.63 2731.83 2352.17


8 Earth work for bunds including laying in 15 cm layers breaking of

clods etc complete 0.00

a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 717255.30 201946.01 455981.33



say 739000.00


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

53.41 cum 216.32 22.97 0.00 45.93 0.00



268.31 cum 374.29 80.49 295.14 0.00 0.00




41.00 sqm 9.18 1.31 0.00 0.00 0.00


of 23cm 64.00 sqm 13.44 2.88 16.19 0.00 0.00





complete

53.40 cum 16.66 1.17 0.00 0.00 2.40


1:3 66.17 sqm 1.85 0.20 0.00 0.00 0.00

Total 631.75 109.03 311.33 45.93 2.40

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

632 109.03 45.93 #REF!






6






Q = CA3/4

C 11.4 Coefficient

A 4 Sq. Km

Q = 32.244 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.89 meter

So h = 1.53 meter

Say h = 1.60 meter

( ii ) Free board


1/2


hw = 0.28

so F= 0.42 meter

Or 0.40 meter




















Or Tw = 1.50 meter

d = h + Fb 2.00


Bw = 2.28 Mtr.


Or 2.60 Mtr.


= 4.00 Mtr.


= 3.00 Mtr.


= 1.30 Mtr.

1.30








or 1.80 meter

2. SIDE WALL


or 4.00 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter



= 1.56 meter


= 2.40 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.20 meter




CHECKS FOR AGAINST OVER TURNING , RUPTURE FROM TENSION , SLIDING

& CRUSHING

H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28 Kg \cum






W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg


P1 = w x h = 1600.00 Kg \ sqm


P2= w x ( H + h ) = 2600.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm


F3 = w x h x Tw = 2400.00 Kg/m






RM = 9419



Fb = (P2- P1)/2 x H = 500

OM = 3220

RM / OM = 2.93







X = 1.18 Which is more than Bw / 3 = 0.76 of the structure ,






so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56











S. Particular

No.



Total Qty.

138.72

cu.m



Apron 1 10.00 3.00 0.30 9.00

Total Qty. Item -

2 =

30.68 cu.m


W.H.S Head wall (over flow sec. ) 1 10.00 2.60 1.20 31.20 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.00 1.80 1.20 8.64 ( b ) Left side from U \ S 1 4.00 1.80 1.20 8.64 Side wall 2 4.00 1.80 1.20 17.28 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 10.00 0.75 0.30 2.25 ,, 1 10.00 0.45 0.15 0.68



Head wall (over flow sec. ) 1 10.00 1.94 1.00 19.40 cu.m

Head wall Exe. ( a ) Right side from U \ S 1 4.00 1.20 2.00 9.60 ,, ( b ) Left side from U \ S 1 4.00 1.20 2.00 9.60 Side wall 2 4.00 1.30 2.70 28.08 ,, Wing wall 2 3.60 1.08 2.40 18.66 ,, Toe wall 1 10.00 0.45 0.30 1.35 ,,



170.93

cu.m

4



Head wall ( Nonover flow sec. )U\S 1 10.00 1.50 15.00 cu.m ( a ) Right side from U \ S 1 4.00 0.6 2.40 ,, ( b ) Left side from U \ S 1 4.00 0.6 2.40 ,,

Side wall 2 4.00 0.6 4.80 ,, Wing wall 2 3.60 0.6 4.32 ,, Toe wall 1 10.00 0.45 4.50 ,,




Toe wall ( ( 2 x height) + Top ) 1 10.00 1.05 10.50 ,,



Head wall (over flow sec. ) U \ S 1 10.00 1.27 12.68 sq.m Side wall 2 4.00 2.70 21.60 ,, Wing wall 2 3.60 2.40 17.28 ,,

Total Item:-- 7 = 51.56

sq.m


a) In Hard Soil 1 10 5.75 1.5 86.25




Abstract of Cost




Hard soil 55.49 Cum 100.00 5548.80 100.00 5548.80 0.00


Hard Rock 41.62 Cum 543.00 22597.49 110.00 4577.76 18019.73


for W.H.S 30.68 Cum 2642.00 81051.28 343.11 10525.93 69605.01






etc complete 20.50 Sqm 163.00 3341.50 66.63 1365.92 1176.09




a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 448901.90 126665.80 285207.21



say 4.63


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

30.68 cum 124.25 13.19 0.00 26.38 0.00


cement sand mortar ( 1:6 ) for

W.H.S

170.93 cum 238.45 51.28 188.02 0.00 0.00




20.50 sqm 4.59 0.66 0.00 0.00 0.00

4 RR stone khuranja in CM 1:6 of 23cm

30.00 sqm 6.30 1.35 7.59 0.00 0.00

5 Cement Concreet Coping in C.C. 1 : 2 : 4 with stone

crusher broken gritt 12 mm size including curring etc

complete

33.42 cum 10.43 0.74 0.00 0.00 1.50


1:3 51.56 sqm 1.44 0.15 0.00 0.00 0.00

Total 385.46 67.37 195.61 26.38 1.50

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

385 67.37 26.38 0






6






Q = CA3/4

C 11.4 Coefficient

A 3 Sq. Km

Q = 25.986 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.90 meter

So h = 1.53 meter

Say h = 1.60 meter

( ii ) Free board


1/2


hw = 0.28

so F= 0.42 meter

Or 0.40 meter




















Or Tw = 1.50 meter

d = h + Fb 2.00


Bw = 2.28 Mtr.


Or 2.60 Mtr.


= 4.00 Mtr.


= 3.00 Mtr.


= 1.30 Mtr.

1.30








or 1.80 meter

2. SIDE WALL


or 4.00 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter



= 1.56 meter


= 2.40 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.00 meter




CHECKS FOR AGAINST OVER TURNING , RUPTURE FROM


H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28

Kg \cum


Kg \cum





W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg


P1 = w x h = 1600.00 Kg \ sqm


P2= w x ( H + h ) = 2600.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm


F3 = w x h x Tw = 2400.00 Kg/m






RM = 9419



Fb = (P2- P1)/2 x H = 500

OM = 3220 RM / OM = 2.93







X = 1.18







so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56











S. Particular

No.



Total Qty.

126.24

cu.m



Apron 1 8.00 3.00 0.15 3.60

Total Qty. Item -

2 =

24.53 cu.m


W.H.S Head wall (over flow sec. ) 1 8.00 2.60 1.20 24.96 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.00 1.80 1.20 8.64 ( b ) Left side from U \ S 1 4.00 1.80 1.20 8.64 Side wall 2 4.00 1.80 1.20 17.28 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 8.00 0.75 0.30 1.80 ,, 1 8.00 0.60 0.15 0.72







160.14

cu.m

4












Total Item:-- 7 = 49.03

sq.m


a) In Hard Soil 1 10 5.75 1.5 86.25




Abstract of Cost




Hard soil 50.50 Cum 100.00 5049.60 100.00 5049.60 0.00


Hard Rock 37.87 Cum 543.00 20564.50 110.00 4165.92 16398.58


24.53 Cum 2642.00 64802.98 343.11 8415.80 55651.33






etc complete 16.40 Sqm 163.00 2673.20 66.63 1092.73 940.87




a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 406919.79 115218.14 257556.70



say 4.20


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

24.53 cum 99.34 10.55 0.00 21.09 0.00



W.H.S

160.14 cum 223.39 48.04 176.15 0.00 0.00




16.40 sqm 3.67 0.52 0.00 0.00 0.00

4 RR stone khuranja in CM 1:6 of 23cm

24.00 sqm 5.04 1.08 6.07 0.00 0.00

5 Cement Concreet Coping in C.C. 1 : 2 : 4 with stone

crusher broken gritt 12 mm size including curring etc

complete

29.52 cum 9.21 0.65 0.00 0.00 1.33


1:3 49.03 sqm 1.37 0.15 0.00 0.00 0.00

Total 342.02 60.99 182.22 21.09 1.33

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

342 60.99 21.09 #REF!






6






Q = CA3/4

C 11.4 Coefficient

A 6 Sq. Km

Q = 43.704 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.70 meter

So h = 1.43 meter

Say h = 1.50 meter

( ii ) Free board


1/2


hw = 0.28

so F= 0.42 meter

Or 0.40 meter




















Or Tw = 1.40 meter

d = h + Fb 1.90


Bw = 2.19 Mtr.


Or 2.50 Mtr.


= 3.90 Mtr.


= 2.90 Mtr.


= 1.25 Mtr.

1.30








or 1.80 meter

2. SIDE WALL


or 3.80 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.38 meter



= 1.50 meter


= 2.25 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.40 meter





TURNING , RUPTURE FROM


H = 1.00 meter

h = 1.50 meter

Tw = 1.40 meter

Bw = 2.19 Kg \cum


Specific weight of water w = 1000.00

Kg \cum




W1 = s x Tw x H = 3220.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 911.54 Kg

W = W1 + W2 = 4131.54 Kg


P1 = w x h = 1500.00 Kg \ sqm


P2= w x ( H + h ) = 2500.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2000.00 Kg \ sqm


F3 = w x h x Tw = 2100.00 Kg/m






RM = 8423



Fb = (P2- P1)/2 x H = 500

OM = 2920 RM / OM = 2.88







X = 1.13







so e = -0.04

Fmax = V(1+6e/Bw)/A = 2000.73











S. Particular

No.



Total Qty.

163.35

cu.m



Apron 1 15.00 2.90 0.30 13.05

Total Qty. Item -

2 =

38.29 cu.m


W.H.S Head wall (over flow sec. ) 1 15.00 2.50 1.20 45.00 cu.m Head wall Exe. ( a ) Right side from U \ S 1 3.90 1.80 1.20 8.42 ( b ) Left side from U \ S 1 3.90 1.80 1.20 8.42 Side wall 2 3.80 1.80 1.20 16.42 ,, Wing wall 2 3.38 1.80 1.20 14.58 ,, Toe wall 1 15.00 0.75 0.30 3.38 ,, Toe wall 1 15.00 0.60 0.15 1.35 ,,







186.16

cu.m

4












Total Item:-- 7 = 53.90

sq.m


a) In Hard Soil 1 10 5.75 1.5 86.25




Abstract of Cost




Hard soil 65.34 Cum 100.00 6534.00 100.00 6534.00 0.00


Hard Rock 49.01 Cum 543.00 26609.72 110.00 5390.55 21219.17


for W.H.S 38.29 Cum 2642.00 101151.61 343.11 13136.31 86866.72



5 50 mm thick Cement Concreet Coping in 1 : 2 : 4 with stone crusher broken gritt 12 mm size including curring etc complete

41.04 Sqm 226.00 9275.04 78.80 3233.95 4194.29


etc complete 30.75 Sqm 163.00 5012.25 66.63 2048.87 1764.13


8 Earth work for bunds including laying in 15 cm layers breaking of clods etc complete

0.00

a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 509770.08 145892.75 322269.56



say 5.26


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

38.29 cum 155.06 16.46 0.00 32.93 0.00



W.H.S

186.16 cum 259.70 55.85 204.78 0.00 0.00




30.75 sqm 6.89 0.98 0.00 0.00 0.00


of 23cm 43.50 sqm 9.14 1.96 11.01 0.00 0.00


C.C. 1 : 2 : 4 with stone crusher broken gritt 12 mm


complete

41.04 cum 12.80 0.90 0.00 0.00 1.85


1:3 53.90 sqm 1.51 0.16 0.00 0.00 0.00

Total 445.09 76.32 215.79 32.93 1.85

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

445 76.32 32.93 #REF!






6






Q = CA3/4

C 11.4 Coefficient

A 10 Sq. Km

Q = 64.107 Cumecs



Q = c x L x h 3/2

h3/2 = Q / (c xL ) 1.87 meter

So h = 1.52 meter

Say h = 1.60 meter

( ii ) Free board


1/2


hw = 0.28

so F= 0.42 meter

Or 0.40 meter




















Or Tw = 1.50 meter

d = h + Fb 2.00


Bw = 2.28 Mtr.


Or 2.60 Mtr.


= 4.00 Mtr.


= 3.00 Mtr.


= 1.30 Mtr.

1.30








or 1.80 meter

2. SIDE WALL


or 4.00 meter


( c ) Bottom width






3. WING WALL

( a ) Length = 2.25 x h = 3.60 meter



= 1.56 meter


= 2.40 meter

4. APRON




(0.30 m c.c.(1:4:8)


5. TOE WALL


Width = 0.45 meter



= 2.70 meter





TURNING , RUPTURE FROM TENSION ,

SLIDING & CRUSHING

H = 1.00 meter

h = 1.60 meter

Tw = 1.50 meter

Bw = 2.28 Kg \cum


Specific weight of water w = 1000.00

Kg \cum




W1 = s x Tw x H = 3450.00 Kg

W2 = s x H( Bw - Tw ) / 2 = 897.40 Kg

W = W1 + W2 = 4347.40 Kg


P1 = w x h = 1600.00 Kg \ sqm


P2= w x ( H + h ) = 2600.00 Kg \ sqm


( P1 + P2 ) / 2 x H = 2100.00 Kg \ sqm


F3 = w x h x Tw = 2400.00 Kg/m






RM = 9419



Fb = (P2- P1)/2 x H = 500

OM = 3220 RM / OM = 2.93







X = 1.18







so e = -0.04

Fmax = V(1+6e/Bw)/A = 2082.56











S. Particular

No.



Total Qty.

201.12

cu.m



Apron 1 20.00 3.00 0.30 18.00

Total Qty. Item -

2 =

48.83 cu.m


W.H.S Head wall (over flow sec. ) 1 20.00 2.60 1.20 62.40 cu.m Head wall Exe. ( a ) Right side from U \ S 1 4.00 1.80 1.20 8.64 ( b ) Left side from U \ S 1 4.00 1.80 1.20 8.64 Side wall 2 4.00 1.80 1.20 17.28 ,, Wing wall 2 3.60 1.80 1.20 15.55 ,, Toe wall 1 20.00 0.75 0.30 4.50 ,, 1 20.00 0.60 0.15 1.80 ,,

Total Item-- 3 A = 118.8

1 cu.m





5 cu.m


226.26

cu.m

4












Total Item:-- 7 = 64.25

sq.m


a) In Hard Soil 1 10 5.75 1.5 86.25


Abstract of Cost




Hard soil 80.45 Cum 100.00 8044.80 100.00 8044.80 0.00


Hard Rock 60.34 Cum 543.00 32762.45 110.00 6636.96 26125.49


48.83 Cum 2642.00 129003.58 343.11 16753.38 110785.36






etc complete 41.00 Sqm 163.00 6683.00 66.63 2731.83 2352.17




a) In Hard Soil 86.25 Cum 92.00 7935.00 92.00 7935.00 0.00

Total 627903.31 180145.18 396444.50



say 6.47


Particular Qty Unit

Cement in

Bags

Sand in

Cum

Stone

Cum

Aggregate 20

mm

Aggregate 12

mm




for W.H.S

48.83 cum 197.75 21.00 0.00 41.99 0.00



W.H.S

226.26 cum 315.63 67.88 248.88 0.00 0.00




41.00 sqm 9.18 1.31 0.00 0.00 0.00


of 23cm 60.00 sqm 12.60 2.70 15.18 0.00 0.00


C.C. 1 : 2 : 4 with stone crusher broken gritt 12 mm


complete

52.92 cum 16.51 1.16 0.00 0.00 2.38


1:3 64.25 sqm 1.80 0.19 0.00 0.00 0.00

Total 553.48 94.24 264.06 41.99 2.38

Cement

(Begs)

Sand

(cum)

Agg. 20 mm

(cum)

TOR Bars

Kgs

553 94.24 41.99 #REF!

Abstract of cost and detailed Estimate (Model)

Name of Work - Construction of Retaining wall at Agriculture Land/Non arable land/DLT

Length of headwall 4 mtr

S.No Particulars No L B H Quantity Unit Rate Amount

Rs

1 E/W in excavation for foundation in hard soil

HW 1 4.00 1.20 1.20 5.76

HW Ex 2 3.00 0.90 0.90 4.86

SW 2 3.00 0.90 0.90 4.86

Apron 1 4.00 3.00 0.30 3.60

TW 1 4.00 0.60 0.60 1.44

20.52 cum 100.00 2052.00

2 P/L C.C (1:3:6) with 40 MM. grit including curing etc

HW 1 4.00 1.20 0.30 1.44

HW Ex 2 3.00 0.90 0.30 1.62

SW 2 3.00 0.90 0.30 1.62

Apron 1 4.00 3.00 0.10 1.20

TW 1 4.00 0.60 0.15 0.36

6.24 cum 2642.00 16486.08

4 RR stone masonary in CM 1:6 for foundation &

plinth

HW 1 4.00 1.20 0.90 4.32

HW Ex 2 3.00 0.90 0.60 3.24

SW 2 3.00 0.90 0.60 3.24

Apron 1 4.00 0.60 0.20 0.48

TW 1 4.00 0.45 0.30 0.54

11.82 cum 1763.00 20838.66

5 RR stone masonary in superstructure CM (1:6)

HW 1 4.00 (1.20+0.60)/2 0.90 3.24

HW Ex 2 3.00 (0.90+0.45)/2 1.20 4.86

SW 2 3.00 (1.20+0.60)/2 0.90 4.86

12.96 cum 1763.00 22848.48

6 RR Stone Kharanja with C M(1:6)

Apron 1 4.00 3.00 12.00 sqm 294.00 3528.00

7 50 MM thick Cement Concret 1:2:4 mixed with

12 MM aggregate size in coping

HW 1 4.00 0.60 2.40

HW Ex 2 3.00 0.45 2.70

SW 2 3.00 0.45 2.70

TW 1 4.00 0.32 1.28

9.08 sqm 226.00 2052.08

8 25 MM thick Cement plaster in CM (1:4)

HW 2 4.00 0.90 7.20

HW Ex 4 3.00 1.20 14.40

SW 4 3.00 1.20 14.40

TW 2 4.00 0.30 2.40

38.40 sqm 163.00 6259.20

Total 74064.50

Say 74000.00

Abstract of Cost and Detailed Estimate (Model)

Name of Work - Construction of Ditch cum bund fencing

S. No

Particulars No Length (m)

Bottam width

(m)

Top width

(m)

Height ( m)

X-section

(sqm)

Quantity Unit

Rate

Amount Rs

1 Dagbelling 5 cm to 7.5 cm 4 100.00 400.00 rm 0.84 336.00

2 Eathwork in excavetion in with

compation in 15 Cm layers etc. lift up to 1.5 m and lead 50

m

1 100.00 0.90 1.70 1.5 1.95 292.50 cum

In hard soil 50% 146.25 cum 100.00 14625.00

In disintegrated rock 40% 117.00 cum 146.00 17082.00

In soft rock 10% 29.25 cum 194.00 5674.50

3 Seeding of Ratanjot on the bund 3 100.00 0.00 0.00 - - 300.00 rm 0.65 195.00

4 Overseeding of Grass stylo Hameta 3 100.00 0.00 0.00 - - 300.00 rm 0.65 195.00

5 Cost of Ratanjot Seed (0.2 Kg /100 m) 0 0.00 0.00 0.00 - - 0.60 kg. 35.00 21.00

6 Cost of Stylo Hameta Seed (0.2 Kg /100 m) 0 0.00 0.00 0.00 - - 0.60 kg. 60.00 36.00

Total 38164.50

Say

Rs.

381

1.7 mtr

X Sectional Digram

1.50

Mtr

0.90 m

Abstract of cost and detailed Estimate (Model)

Name of Work - Construction of Waste Weir at Agriculture Land

Length of headwall 4 mtr

S.No Particulars No L B H Quantity Unit Rate Amount

Rs

1 E/W in excavation for foundation in hard

soil

HW 1 2.40 0.75 0.45 0.81

HW Ex 2 1.00 0.60 0.45 0.54

SW 2 1.50 0.60 0.45 0.81

Apron 1 2.40 0.75 0.30 0.54

TW 1 2.40 0.30 0.45 0.32

3.02 cum 100.00 302.40

2 P/L C.C (1:4:8) with 40 MM. grit including curing etc

HW 1 2.40 0.75 0.15 0.27

HW Ex 2 1.00 0.60 0.15 0.18

SW 2 1.50 0.60 0.15 0.27

Apron 1 2.40 0.75 0.15 0.27

TW 1 2.40 0.30 0.15 0.11

1.10 cum 2279.00 2502.34

4 RR stone masonary in CM 1:6 for

foundation & plinth

HW 1 2.40 0.75 0.30 0.54

HW Ex 2 1.00 0.60 0.30 0.36

SW 2 1.50 0.60 0.30 0.54

Apron 1 2.40 0.60 0.15 0.22

TW 1 2.40 0.45 0.30 0.32

1.98 cum 1763.00 3490.74

5 RR stone masonary in superstructure CM (1:6)

HW 1 2.40 (.75+0.45)/2 0.30 0.43

HW Ex 2 1.00 0.60 0.75 1.01

SW 2 1.50 0.60 0.75 2.03

3.47 cum 1763.00 6116.73

7 50 MM thick Cement Concret 1:2:4 mixed with 12 MM aggregate size in coping

HW 1 2.40 0.45 1.08

HW Ex 2 1.00 0.60 1.20

SW 2 1.50 0.60 1.80

TW 1 2.40 0.30 0.72

4.80 sqm 226.00 1084.80

8 20 MM thick Cement plaster in CM (1:4)

HW 2 2.40 0.70 3.36

HW Ex 2 1.00 0.75 1.50

SW 2 1.50 0.75 2.25

TW 2 2.40 0.30 1.44

8.55 sqm 163.00 1393.65

Total 14890.66

Say 15000.00

Abstract of Cost and Detailed Estimate (Model)

Name of Work - Construction of (CVH)

S.No Particulars No Length Width, m Height, m Quantity Unit Rate * Amount

Rs

1 Eathwork excavetion in hard Soil with

compation in 15 Cm layera etc.

1 800.00 0.30 0.20 48.00 cum. 100.00 4800.00

2 Overseding of Grass stylo Hameta 2 800.00 0.00 0.00 1600.00 rm. 0.65 1040.00

3 Cost of Stylo Hameta Seed 0 0.00 0.00 0.00 2.00 Kg. 60.00 120.00

Sub Total 5960.00

Say 6000.00

CHAPTER - VIII Enclosures -

1.Location –District, block, village, watershed location map

2.Map of NANAWATA IWMP Project (Watershed Boundary demarcation in cadastral

& Topo Sheet)

3.PRA Map (along with photos & paper drawing)

4.Treatment map (Indicate proposed works)

5.Cadastral Map on watershed boundary

6.Information on Soils, Soil fertility, Land capability, Soil chemical problems like salinity,

alkalinity

7.Land Use Land Cover map

8.Information on existing water harvesting structures & well inventory along with GPS

co-ordinates.

9.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

Proceeding of Standing Committee of P.S. for DPR approval.

Proceeding of Standing Committee of Z.P. for DPR approval.

To be entered at WCDC Level Financial Target

Projectwise

No. Head

Amount (Rs. in Lakh)

Financial year

2011-12 2012-13 2013-14 2014-15 2015-16

1 Administrative 0 0 0 0 0

2 Capacity building 2.73 2.73 1.82 0.91 0.91

3 Monitoring 0.28 0.28 0.28 0.28 0.28

4 Preparation Of

DPR 0 0 0 0 0

5 Any Other 0 0 0 0 0

To be entered at WCDC Level Capacity building plan Projectwise

No. Head

Financial year

2011-12 2012-13 2013-14 2014-15 2015-16

1 No of trainings planned 3 1 4 1 0

2 No of persons to be trained 7 12 9 2 0

To be entered at PIA Level Financial Target Projectwise

No. Head

Amount (Rs. in Lakh)

Financial year

2011-12 2012-13 2013-14 2014-15 2015-16

1 Administrative 4.89 9.79 12.23 12.23 9.79

2 Capacity building 7.66 7.66 5.1 2.55 2.55

3 Monitoring 0.84 0.84 0.84 0.84 0.84

4 Preparation Of

DPR 1.75 5.24 0 0 0

5 EPA 0 0 0 0 0

6 Any Other 0 0 0 0 0

To be entered at PIA Level Capacity building plan Projectwise

No. Head

Financial year

2011-12 2012-13 2013-14 2014-15 2015-16

1 No of trainings planned 31 17 13 2 3

2 No of persons to be

trained 2110 2110 610 60 110

To be entered at PIA Level

Financial Target (Watershed works) Name of Project :

Name of Head Name of Activity Name of Subactivity

2011-

12

2012-

13

2013-

14

2014-

15

2015-

16

1.Watershed Development Works

1.1 Land Development (Productive use)

1.1.1 Afforestation 0 0 0 0 0

1.1.2 Horticulture 0 0 1.32 1.32 0.72

1.1.3 Agriculture 0 0 9.8 9.8 4.95

1.1.4 Pasture 0 0 33.11 20.08 0

1.1.5 Others 0 0 0 0 0

1.2 Soil & Moisture

Conservation

1.2.1 Staggered trenching

0 0 0 0 0

1.2.2 Countour

Bunding 0 0 42.72 42.72 21.36

1.2.3 Graded

Bunding 0 0 0 0 0

1.2.4 Bench

Terracing 0 0 0 0 0

1.2.5 Others 0 0 0 0 0

1.3 Vegetative and

Engineering Structure 1.3.1 Earthen

Checks 0 0 0 0 0

1.3.2 Brushwood

Checks 0 0 0 0 0

1.3.3 Gully plugs 0 0 5.3 5.3 2.65

1.3.4 Loose bolder 0 0 1.38 1.38 0.69

1.3.5 Gabion

structure 0 0 0 0 0

1.3.6 Others 0 0 2.7 2.7 1.35

1.4 Water Harvesting Structure (New Created)

1.4.1 Farm ponds 0 0 0 0 0

1.4.2 Check dams 0 0 0 0 0

1.4.3 Nallah Bunds 0 0 5.98 5.98 2.99

1.4.4 Percolation

tanks 0 0 2.98 2.98

1.4.5 Ground Water

recharge structure 0 0 59.35 88.93 33.71

1.4.6 Others 0 0 2.22 2.22 0.74

1.5 Water Harvesting Structure (Renovated)

1.5.1 Farm ponds 0 0 0 0 0

1.5.2 Check dams 0 0 0 0 0

1.5.3 Nallah Bunds 0 0 0 0 0

1.5.4 Percolation

tanks 0 0 0 0 0

1.5.5 Ground Water

recharge structure 0 0 0 0 0

1.5.6 Others 0 0 0 0 0

2.Administrative Cost 2.1 Salary 2.1 4.19 5 5.24 4.19

2.2 Others 0 0 0.24

3.Monitoring 3.1 Monitoring of Projects

0 0 0 0 0

4.Entry Point Activity 4.1 Plan for EPA 13.98 13.98 0 0 0

5.Institution & Capacity Building

5.1 SHG Formation 0 0 0 0 0

5.2 UG Formation 0 0 0 0 0

5.3 Formation of Federation

0 0 0 0 0

5.4 Capacity building 0 0 0 0 0

5.5 Others 0 0 0 0 0

6.DPR 6.1 Preparation Of DPR

0 0 0 0 0

7.Livelihood activities for the asset-less persons

7.1 Plan for Livelihood activities

0 0 27.25 28.13 7.54

8.Production system & micro-enterprises

8.1 Sericulture 0 0 0 0 0

8.2 Beekeeping 0 0 0 0 0

8.3 Poultry 0 0 0 0 0

8.4 Fisheries 0 0 0 0 0

8.5 Bio-fuel Plantation 0 0 0 0 0

8.6 Others 0 0 16.7 16.7 8.6

To be entered at PIA Level

Physical Target (Watershed Works)

Name of Project :

Name of Head Name of Activity Name of Subactivity Unit

(ha/nos/Rmt/Cubic meter)

2011-

12

2012-

13

2013-

14

2014-

15

2015-

16

1.Watershed Development Works

1.1 Land Development (Productive use)

1.1.1 Afforestation (on wasteland)

ha 0 0 0 0 0

1.1.2 Afforestation (on total land

including wasteland) ha 0 0 0 0 0

1.1.3 Horticulture(on wasteland) ha 0 0 11 11 6

1.1.4 Horticulture(on total land


1.1.5 Agriculture (on wasteland) ha 0 0 0 0 0

1.1.6 Agriculture(on total land


1.1.7 Pasture (on wasteland) ha 0 0 22 15 0

1.1.8 Pasture(on total land


1.1.9 Others (on wasteland) ha 0 0 0 0 0

1.1.10 Others (on total land


1.2 Soil & Moisture Conservation

1.2.1 Staggered trenching ha 0 0

1.2.2 Countour Bunding ha 0 0 427 427 214

1.2.3 Graded Bunding ha 0 0 0 0 0

1.2.4 Bench Terracing ha 0 0 0 0 0

1.2.5 Others ha 0 0 0 0 0

1.3 Vegetative and Engineering Structure

1.3.1 Earthen Checks Cubic meter 0 0 0 0 0

1.3.2 Brushwood Checks Rmt 0 0 0 0 0

1.3.3 Gully plugs Cubic meter 0 0 5516 5516 2758

1.3.4 Loose bolder Cubic meter 0 0 144 144 72

1.3.5 Gabion structure Cubic meter 0 0 0 0 0

1.3.6 Others nos 0 0 18 18 9

1.4 Water Harvesting Structure (New created)

1.4.1 Farm ponds nos 0 0 9 9 5

1.4.2 Check dams nos 0 0 0 0 0

1.4.3 Nallah Bunds nos 0 0 44 44 22

1.4.4 Percolation tanks nos 0 0 2 2 0

1.4.5 Ground Water recharge

structure nos 0 0 11 15 6

1.4.6 Others nos 0 0 3 3 1

1.5 Water Harvesting Structure (Renovated)

1.5.1 Farm ponds nos 0 0 0 0 0

1.5.2 Check dams nos 0 0 0 0 0

1.5.3 Nallah Bunds nos 0 0 0 0 0

1.5.4 Percolation tanks nos 0 0 0 0 0


structure nos 0 0 0 0 0

1.5.6 Others nos 0 0 0 0 0

1.6 Water Harvesting Structure ( Storage capacity of New structures)

1.6.1 Farm ponds Cubic meter 0 0 32085 32085 17830

1.6.2 Check dams Cubic meter 0 0 0 0 0

1.6.3 Nallah Bunds Cubic meter 0 0 31988 31988 16024

1.6.4 Percolation tanks Cubic meter 0 0 0 0 0


structure Cubic meter 0 0 105270 143550 57440

1.6.6 Others Cubic meter 0 0 0 0 0

1.7 Water Harvesting Structure ( Storage capacity of Renovated structures)

1.7.1 Farm ponds Cubic meter 0 0 0 0 0

1.7.2 Check dams Cubic meter 0 0 0 0 0

1.7.3 Nallah Bunds Cubic meter 0 0 0 0 0

1.7.4 Percolation tanks Cubic meter 0 0 0 0 0


structure Cubic meter 0 0 0 0 0

1.7.6 Others Cubic meter 0 0 0 0 0

2.EPA 2.1 No. of EPA activities nos 30 22 0 0 0

2.2 No. of water extracting unit created

nos 0 0 0 0 0

3.Institution & Capacity Building

3.1 SHG Formation (Newly created)

3.1.1 No. of SHG nos 30 20 33 33 38

3.1.2 Total No. of SHGs

members nos 300 200 330 330 380

3.2.1 No. of SHG assisted nos 30 20 33 33 38

3.2.2 Total No. of SHGs

members nos 300 200 330 330 380

3.3 UG Formation 3.3.1 No. of UG nos 10 10 20 20 20

3.3.2 Total No. of members of

UGs nos 50 50 100 100 100

3.4 Formation of Federation

3.4.1 No. of Federation nos 0 0 4 4 4

3.4.2 Total No. of members of

Federation nos 0 0 50 50 50

3.5 Capacity building 3.5.1 No. of Training nos 0 0 0 0 0

3.5.2 No. of Persons trained nos 0 0 0 0 0

4.Livelihood activities for the asset-less persons

4.1 No. of activities nos 0 0 79 79 34

4.2 No. of Beneficiaries nos 0 0 631 631 305

5.Production system &micro-enterprises

5.1 Sericulture 5.1.1 No. of activities nos 0 0 0 0 0

5.1.2 No. of Beneficiaries nos 0 0 0 0 0

5.2 Beekeeping 5.2.1 No. of activities nos 0 0 0 0 0


5.3 Poultry 5.3.1 No. of activities nos 0 0 0 0 0


5.4 Fisheries 5.4.1 No. of activities nos 0 0 0 0 0


5.5 Bio-fuel Plantation 5.5.1 Area Covered ha 0 0 0 0 0


5.6 Others 5.6.1 No. of activities nos 0 0 6 6 6
