Government of Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed... · 2019-12-27 ·...

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Government of Rajasthan Department of Watershed Development & Soil

Conservation

Watershed Cell Cum Data Centre , Zila Parishad, Jhalawar

Detailed Project Report IWMP V (2010-11) MANGALPURA

Block: Bakani District :-Jhalawar

Project Area :- 5159 ha. Project Cost :- 619.08 Lacs

ASSSISTANT ENGINEER, PANCHYAT SAMITI

BAKANI

PROJECT MANAGER, WATERSHED CELL CUM DATA CENTRE ,

ZILA PARISHAD JHALAWAR

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1 Chapter Location General Features of watershed (Cost and Area details) Climatic and Hydrological information Other Development Schemes in the project area Details of infrastructure in the project areas Institutional arrangements (,DWDU,PIA,WDT,WC)

2 Chapter Basic Data ,Analysis and Scope

2.1 Demography Details 2.2 Development Indicators 2.3 Land use 2.4 Agriculture status and Productivity Gap Analysis 2.5 Horticulture/Vegetable/Floriculture status 2.6 Land holding pattern 2.7 Livestock status 2.8 Fodder status 2.9 Farm Implements 2.10 NREGS Status 2.11 Migration details 2.12 Livelihood Details. 2.13 Existing SHG 2.14 Ground Water details 2.15 Drinking Water Status 2.16 Water use efficiency 2.17 Slope details 2.18 Water Budgeting 2.19 Soil Details 2.20 Soil erosion status

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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 a. Location –District, block, village, watershed location map b. Map of Project with Watershed Boundary demarcation in cadastral map c. Land Use Land Cover map d. Existing water bodies, DLT e. PRA Map (along with photos & paper drawing) f. GIS based intervention map g. Treatment map ie proposed works on revenue map

8.2 Documents of Agreements:

Proceedings of gram sabha for EPA approval

Proceedings of gram sabha Resolution for committee constitution

Documents related to PRA exercise

Proceedings of gram sabha for DPR approval

Proceedings of Panchayat Samiti General body for DPR approval

Watershed Committee Registration certificate

MoU – PIA – DWMA, PIA – WC(in case of NGO as PIA)

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CHAPTER – I INTRODUCTION

Location :- Rajasthan has become geographically the largest state in India acquiring almost 11% of the total

Geographical area of India the geographical area of Rajasthan is 342239 square kilomter. Located at 23º30´

and 30º 11’ North latitude and 69º 29’ and 78º 17’ East longitude. Adjacent to west and northwest to the

boundaries of Pakistan, Rajasthan is surrounded by the states of Punjab, Haryana and Uttar Pradesh in north

and north east, Uttar Pradesh and Madhya Pradesh, in its east and south east, and by the state of Gujarat in

south west.

The Jhalawar district is situated between 23º-45´-20” to 24º-52´-17” latitude and 75º-27´-35” to

76º-56´-48” longitude. It is situated at the South portion of Rajasthan and 330 Km from Jaipur.

Bakani block is situated 42 Kms from Jhalawar. This Block is surrounded by other Bolcks of

district & some portion of MP. In Bakani Block IWMP Jhalawar Vth 2010-11 Project cover the four gram

panchayat area. These gram panchayat are Bhalta, Bhorkhedi Gugran, Asalpur, & Banskheri Lodan.

There are 16 villages comes under these 4 gram panchayat villages are Bhalta, Bherikala, Bheri

Khurd, Pachan Kheri, Bhrokhedi Gugran, Ram Bhalti, Bhel Bhalti, Bheel Khera, Amlawda, Mangalpura,

Rojya, Napaniya, Kharkheda, Kharkhedi, Bakar & Garda.

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General features of watershed

S.No. Name of Project(as per GOI) Bakani - IWMP-5th2010-11

(a) Name of Catchment Chaapi

(b) Name of watershed area(local name) Mangalpura

© Project Area 5159 ha.

(d) Net treatable Area 5159 ha.

e) Cost of Project 619.08 Lack

f) Cost/hectare 12000/-

g) Year of Sanction 2010-11

h) Watershed Code 16/091816, 27/091827,

29/091829

i) No. of Gram Panchayats in project

area

4

j) No. of villages in project area 16

k) Type of Project other

l) Elevation (metres) 269

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m) Major streams Chapi rever

n) Slope range (%) 0 to 10 percent

Macro/micro

Name of Gram

Panchayat

Name of Villages

Covered

Census code of

villages

Area in

hactiar

16/1,2,3 Bhalta Bhalta , Bahedi kalan , Bahedi

khurd, Panchankhedi ,

Baherikalan 04052700

Baheri khurd 04052800

Borkhedi gujran

04057300 Rambhalti

04053300 Bheelbhalti

04053400 Bheelkheda

04058000 Amlawda

04057400 Rojya

04058300 Mangalpura

04057200 , Nipaniya

04057100 , Kharkhedi

04057900 , Kharkheda

04057500 Bankar

04058500 ,

915.09

27/1,2,3,4,5,6,7,8

Borkhedi

gujran

Borkhedi gujran , Bheelbhalti,

Rambhalti , Bhilkheda ,

Amlawda, Nipaniya , Rojya,

Mangalura , Kharkheda ,

Kharkhedi ,

3125.71

29/1,2,3,4,5 Asalpur Garda 717.45

Banskhedi

lodan

Bakar 400.75

Total

5159

ha.

The watershed area is characterized as semi & arid climatic zone .The soil texture is clay loamThe average rainfall

is 717.95 mm . The temperatures in the area are in the range between 48 dgree centigrade during summer and 4

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dgree centigrade during winter. The major crops in the area are 3013ha , 1345 ha. Single crop.1668 ha. Double crop

land is under cultivation3013haland fallow, 37ha land is wasteland. 2109ha land is irrigated through well and tubewell

385No of households are BPL(24.07% households) 330are landless households(20.63% households) and827

household are small and marginal farmers(51.71%household) .Average land holding in the area is 3013ha. 32.33%

area is single cropped area and 26.07% is double cropped. The main source of irrigation is weel,nadi,anger. The

average annual rainfall (5 years) in the area is 749.3mm. The Major streams in the Watershed are Chapi, Dandi, The

major festivals in the village are Deepawali, holi, rakshsa bandan,, & Eid. At present this village is having 7571

population with Communities like hindu, and muslim

Climatic and Hydrological information 1 Average Annual Rainfall(mm) 717.95 mm

Year Annual Rainfall(mm) 1 2002 408.5 2 2003 750.0 3 2004 719.0 4 2005 664.0 5 2006 1205.0 6 2007 798.0 7 2008 659.0 8 2009 748.0 9 2010 662.0

10 2011 1473.0 2 Average Monthly rainfall (last years)

Month Rainfall(mm) i) June 557 ii) July 293 iii) August 475 iv) September 148

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3 Maximum rainfall intensity (mm) Duration rainfall intensity(mm) i) 15 minute duration 40 ii) 30 minute duration 70 iii) 60 minute duration 120

4 Temperature (Degree C) Season Max Min i) Summer Season 48 33 ii) Winter Season 24 5 iii) Rainy Season 32 17

5 Potential Evaporation Transpiration (PET) (mm/day) Season PET i) Summer 6.25 ii) Winter 1.20 iii) Rainy 5.30

6 Runoff i) Peak Rate (cum/hr) 500 ii) Total run off volume of rainy season

(ha.m.) 873.5119

iii) Time of return of maximum flood 5 years

10 years

In-Year 2002-03&2007-08 (5 years)

iv)Periodicity of Drought in village area 1 3 10 years

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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

Mnagement of village Secretariat

Gram panchayat Zila Parishad

Sort-out the problem in our area under this scheme

More than 14 dept- & villagers

To take Benefit of all villagers under this scheme

2

Mother& Child Health Day

Health & I.C.D.S

Awareness about the vaccination time to time for good health

Girls (o to 6/ 15 to 45 yrs.) / Pergnant Women Vaccianation every Thursday

3 Mid-day Meal

Panchati raj Yojna

Awareness about the education

Children’s (1 to 8) & 1768 schools Mid-day-Meal Under Provision

4 Pension Yojna

Samajik Kalyan Dept.

Old age Male& Female/ Hand./Window/Help through Pension yojna

Old age male & Female/ hand/ Widow / Pensioner

Old age Female ( upto 54 yrs) Rs 500/- male ps 400/- & (54 to 75 yrs Rs.) Rs 1500 H.P. Rs . 500/-

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Pannadhay Jeevan Yojna

Panchayati Raj Yojna

Support in economic condition after death

Compensation to BPL Family Support to dependent BPL family

6 Gopal yojna

Animal Dept

Awareness about the animal policy

Natural/ Accidenatal policy Help through the Gopal Yojna

7 MGNREGA

Central Govt.

To generate employment 100 days employment

Provides 100 days guaranteed employee to every enrolled rural family

8 SGSY Zila Parishad

To generate employment in BPL families

Employment opportunity & Loan Facility to 130 group of BPL Family

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

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MP-MLA Vikas Yojana

State govt Policy Village Development

100 Lacs. Rupee for Development work

Devlopment work (costing not more than 10 lacs upto 2 croces)

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Indra awas & CM awas yojna

Zila parishad

Provid 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

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Other infrastructure facility available :- IWMP Jhalawar - Vth watershed is well connected with Sub-tahasil Bakani. All villages connected with tar / Gravel roads & electricity. All villages have primary & middle schools. Other infra Sturctured facilities are as under.

Other infrastructure facility available Facilities available

Bhalta Bheedi kala

Bhedi Khurd

Pahchan Kheri

Bokheri Gugran

Ram Bhalti

Bheel Bhalti

Bheel Khera

Amlavda

Mangalpura

Rozya Napaniya

Kharkhera

Kharkheri

Bankar

Garda

Connected to the main road by an all-weather road

Yes Yes Yes Yes Yes Yes Yes No No No No No No No Yes Yes

Villages provided with electricity

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

No. of households without access to drinking water

All All All All All All All All All All All All All All All All

No. of educational institutions : Primary (P) / Secondary (S) / Higher Secondary (HS) /

HS-1, M-1. P-1

P-1 P-1 P-1 S-1 P-1 P-1 P-1 P-1 P-1 P-1 NiL P-1 P-1 P-1 M-1

Vocational institution (VI)

NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL

No. of villages with access to Primary Health centre

P.H.C.-1

NiL NiL NiL Sub. C.

NiL NiL Sub. C.

NiL NiL Sub. C.

NiL NiL NiL Sub. C.

Sub. C.

No. of villages with access to

Yes No No No No No No No No No No No No No No No

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Veterinary Dispensary No. of villages with access to Post Office

Yes No No No Yes No No No No No No No No No No Yes

No. of villages with access to Banks

No No No No No No No No No No No No No No No No

No. of villages with access to Markets/ mandis


No. of villages with access to Agro-industries


Total quantity of surplus milk No. of milk collection centers


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


No. of villages with access to Anganwadi Centre

Yes No No No Yes Yes No Yes No No Yes No Yes No No Yes

Any other facilities with no. of


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villages (please specify) Nearest KVK

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar

Jhalawar Jhalawar

Jhalawar

Jhalawar Jhalawar Jhalawar

Jhalawar

cooperative society


NGOs NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL Credit institutions


(i) Bank NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL (ii) Cooperative Society

Yes NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL

Agro Service Centre's


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Institutional Arrangements :-

State leval nodal agency (SLNA) :- As per guide line pera no.- 4.4 state Govt. of Rajasthan constituted. State level Nodal agency

(SLNA). chairman of SLNA is Additional chief Secretary (development) & member Secretary is Director watershed (CEO).

SLNA Member secretary Post :- CEO

Designation & Address :- Director watershed development & Soil conservation

Telephone No. :- 0141 - 2227189

Fax No. :- 0141 - 2227858

E - mail :- dir_ wdsc @ dataone.in.

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District watershed development unit (DWDU) :-

As per guide line pear no. 4.5 / 29 SLNA appointed District watershed development unit at District level. Project manager of DWDU is XEn watershed at district level.

DETAILS OF DWDU Designation & Address Project manager DWDU X En. Watershed Jhalawar

Telephone 07432-232130 07432-232130 Fax 07432-230434 07432-230434

E-mail [email protected]. 1.8.3 Project Implementing Agency (PIA) :-

DETAILS OF PIA

Names of project Details of PIA

IWMP

Jhalawar - VTH

Designation & Address AEn watershed development & soil conservation Bakani (Jhalawar).

Telephone 07432-245058 Fax 07432-245058

E-mail [email protected]

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Watershed Development Team (WDT) :- The WDT is an integral part of PIA and was been set up by the PIA.

S.No. Name Age Sex Designation Qualification Experience in watershed(Yrs) Specialization Job assigned Monthly

remuneration

1 Bhanwar Lal 28 Male W.D.T. Vetrinary

L.S.A. (Diploma)

4 Vetrinary Vetrinary Develpoment 8000

2 Smt. Nisha Sharma 32 Female W.D.T. (S.S.) M.A. 2 Social Communtity

Devlopment 8000

3 Jagdish parshad dangi 30 Male WDT (Agri) B.Sc. 3 Agriculture Agriculture

Dev. 8000

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Watershed Committee (WC) :-

Total area of the watershed 5159 ha. Comprise of Four Gram Panchayat namely Bhalta, Bhor Kheri Gugran, Asalpur and Banskheri Lodan separate watershed committee constituted for each Gram Panchayat. As per circular F 18 (I 38) IWMP / WC 2010-11 / 78-248 Dated 28-4-10 Watershed dept. Directed that watershed committee will be formed on basis of gram panchayat not village level. Gram sabha of each Garam Panchayat constituted users groups, self-help groups and watershed committee.

Sr.No. Gram Panchayat Date of Gram Sabha 1 BHALTA 03.07.2011 2 BORKHERIGUJRAN 04.07.2011 3 ASALPUR 08.07.2011 4 BANSKHERI LOADAN 08.08.2011

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Details of sub Watershed Committees (WS) BHALTA Gram Panchayat – BHALTA Name of

the District

Name of

projects

Name of WCs

Date of Registr

ation as a Society

(dd/mm/yy)

Designation Name M/F Category Edu. qualific

ation

Jhalawar IWMP Jhalawar

-VTH

BHALTA Presidant Ratan bai / Kishan lal F ST V

Secratary Anware Husain/Mwhaboob Shah M OBC XII

Member Nand lal / Kishan lal Bheel M ST III

Member Indra bai / Nandlal Bheel F ST VIII

Member Sujan / Prabhu lal Bheel M ST V

Member Bapu lal / Kishan lal Gurjer M OBC IX

Member Santosh bai / Ramesh Chand Mali F OBC VIII

Member Bhagwan Singh / Jagnnath Ruhela M OBC X

Member Fakir Mohammad / Ghansi khan Pinjara M OBC V

Member Najir Mohammad/ Daud Khan F SC VIII

Member Sourabh Bai / Ram lal F OBC V

Member Ishwar chand / Hari ram M OBC X

Member Ram prasad / Balchand M SC VIII

Member Ramesh Chandra M S C BEagri

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1.8.5.2 Details of sub Watershed Committees (ws) BORKHERIGUJRAN Gram Panchayat - S.No Name of

the Districts

Name of projects

Name of WCs Date of Registration as a Society

(dd/mm/yyyy

Designation Name M/F Category Educational qualification

1 Jhalawar IWMP Jhalawar - VTH

BORKHERIGUJRAN Presidant Prahalad singh / Badri lal gurjer M OBC XII

Secratary Sujan singh / devi singh gurjer M OBC X

Member Sugan bai / Devi sign gurjer F OBC V

Member Ratan lal / Bhona gurjer M ST V

Member Chamma bai / Mangilal F SC V

Member Devi singh/ Vijay singh gurjer M OBC VIII

Member Klyan singh / Devi lal Bheel M ST IX

Member Mohan lal / Kanhiram M OBC V

Member Mangi lal / Uda ji gurjer M OBC V

Member Ramesh chand verma (AEN) M SC BEE Ag.

Member Ramkanya bai / Bheru lal F SC V

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1.8.5.3 Details of sub Watershed Committees (ws) ASALPUR:- Gram Panchayat :ASALPUR S.No Name of

the Districts

Name of projects

Name of WCs Date of Registration as a

Society (dd/mm/yyyy

Designation Name M/F Cate gory

Educational qualification

1 Jhalawar IWMP Jhalawar

VTH

ASALPUR Presidant Gnaga bai / Puri lal gurjer F OBC V

Secratary Ray signh / Amar singh M OBC XII

Member Ram Gopal / Dola Lodha M OBC V

Member Salagram / Bapu lal Chamar M SC VII

Member Om Prakash/ Badrilal Bheel M ST VIII

Member Jatan Bai/ Ram charan Mehra F SC V

Member Puri bai / Ratta Lodha M OBC X

Member Sardar bai/ Amarlal Gurjar F OBC VIII

Member Mohan lal/ Kalu lal Gurjar M OBC X

Member Karan Singh / Jagannath Gahalot M OBC VIII

Member Narayan Singh mehar garda M SC V

Member Bal chandra / khema M SC VII


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1.8.5.4 Details of SUB Watershed Committees (ws) BANSKHRILOADAN :- Gram Panchayat BANSKHRILOADAN S.No Name of the

Districts Name of projects

Name of WCs Date of Registration as a Society (dd/mm/yyyy

Designation Name M/F Category Educational qualification

1 Jhalawar IWMP Jhalawar –

VTH

BANSKHRILOADAN Presidant Kamal singh / Devi singh M OBC VII

Secratary Manohar singh / Devi singh M OBC XII

Member Kailash / Shiv Narayan Sutar M OBC XII

Member Nathi Ram / Raghunath Gurjar M OBC VIII

Member Balchand / Lal Singh Gurjar M OBC V

Member Rajesh / Ramkaran Sutar M OBC XII

Member Bhagu bai / Nathi Ram F OBC V

Member Sohan Lal / Devi lal M SC VIII

Member Kela bai / Manohar Singh M SC IX

Member Kailash / Bheru lal Tanwar M OBC XII

Member Banwari / Devi lal Sutar M OBC XII


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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 3013 ha land is arable wasteland and 37ha is fallow can be brought under cultivation.

1668 ha is only irrigated and with efforts this can be increased to 1345 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)

10793.31 M.Ton fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the

productivity of livestock. 652 no of persons migrate due to 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.

Problem & scope of improvement :– Occupation The main occupation of the area is farming which mainly depend on rains. Day by day rainfall is decreasing. Mostly farmers

are growing single crop so villager’s are engaged about four months in a year in agriculture work and they have to migrate to city.

However due to NREGA migration has been come down.

Mostly landless families survive through unauthorized mining at forest land. The forest department punish them too. In this

area most of the youths are also addicted to Alcohol, Tobacco, Gutakas, Smoking. Due to these addiction their work efficiency has

been decreased.

Scope of Improvement -

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Following works have been proposed through watershed programme so that village community get regular employment after

completion of Project. During program every work will be done by user group & they will get labour so that they will have employment.

Farmers who have sufficient source of water in their field and are marginal will be motivated work as for Horticulture

plantation & Kitchen garden so that they can have extra income through cash crop along with agriculture crops.

Farmers having no source of water in their fields Agro forestry plants will be provided to them Free of cost to raise there

income.

Land less families have been identified according to their interest SHG will be formed & training will be provided. After

training they will get revolving funds from watershed for self employment to raise the Socio economic condition.

Formation of self help group. Get them trained are linkage with banks for self employment.

Un encroachment of available pasture land and developed with the horticulture plantation such as Awala, Boor, Karonda

through National Horticulture Mission. It will Increase the income of Gram Panchayat.

. Land Problem related to Land -

1. Soil erosion due to excessive rainfall in short duration. 2. Reducing yield due to loss of top soil


Bunding in field and construction of checkdams, wastweir for safe disposal of excessive water & to check the soil erosion . To

motiviate the farmers for organic manunnring & Vermi compost.

Problem related to Crop Loss of production due to improper cultivation. Less moisture content in soil. Farmers are not in practice to use improved

variety of seed. Excessive use of chemical fertilizer. Unawareness of crop rotation practices.

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Farmer will trained for proper cultivation practices. Construction of farm ponds and bunding in their fields. Crop demonstration

through improved varity of seeds. To trained farmer for organic farming & agro forestry, Kitchen gardening, along with agriculture

.

Livestock Indigenous breeding.

Lack of pasture development.

Unawareness about health problem.

Uncontrolled Grazing.


Improve breed by high breed program.

To develop pasture land according to their demand.

To organize animal camps regularly for health checkup.

To provide them Gross Cutting Machine & Manger.

To arrange the training for animal betterment.

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. Water Average rainfall of this block 717.95 mm Rainfall is irregular insufficient. There is no management to store rain water. Due to

black cotton soil has more water holding capacity. So runoff water drained out side the area through Nalla & rivers. Most of the state

time water bodies such as Talav, Anicuts have been encroched by local people or it has been silted. Nobody can take care of these water

bodies. There is no source of ground water table recharge in this area so water go down day by day.

Due to pressure of increas population & increase agriculture production farmers used tube well drastically due to which water

level go down and whole area comes under dark zone. Presently whole area from March to June every year faces the scarcity of drinking

water. During these month water supplied through tankers for villages & animals. In entry point activities each gram sabha has proposed

water related works.

Proposed for solving problem –

To P.R.A. with villages and survey the area proposed the water harvesting structures at appropriate place with the of consent local

farmers. To planning for rain harvesting at areable & non areable lands.

Main activities for water harvesting are as follows :- Areable Land bunding with West weir farm ponds.

Non areable land dugout ponds gabion structure.

Drainage line Nalla bunding anicuts.

Project Objectives :- The objectives of the watershed development project will be :

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Conservation, development and sustainable management of natural resources including their use.

Enhancement of agriculture productivity and production in sustainable manner.

Restoration of ecological balance in the degraded and fragile rained eco-system by greening these areas through appropriate mix of trees and shrubs and

grasses.

Reduction in regional disparity between irrigated and rainfed areas.

Creation of sustained employment opportunities for the rural community including the landless.

27

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST 4026 3545 7571 1438 1115

Household Details

BPL household L. Less Small Farmer M. Farmer Total household SC household ST household 385 330 559 268 1599 262 241

Table 2.2 Development indicators

S. No. Development Indicators State Project Area 1 Per capita income (Rs.) 16260 12620 2 Poverty ratio 0.22 0.17 3 Literacy (%) 0.604 0.51 4 Sex Ratio 921 918 5 infant mortality rate 0.4

6 maternal mortality ratio 0.4

The table indicates poor socio economic conditions.

28

Table 2.3 Land Use

Land Use & Land Classification

IWMP

Jhalawar – V Bakani

Arabel Land Non arable land (community Land)

Well Irrigated Un Irrigated Temporary Fellow Govt. Panchayat land

DLT Pasture Nadi Angor Community Land

1667.53 1345.7 37 387.04 1517.28 126 78.24

Out of the project area 5159 ha cultivable wasteland is 37 ha which can be brought under cultivation if some irrigation source can be provided

through Construction of WHS like Nadi, Anicut, Open well etc. and also through demonstration of rainfed varieties of crops. Construction of

WHS can also increase in area under irrigation which is only 5%.

Under non arable land 592 ha. (11 % 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 is1517.28 hectare pasture land (12%)This emphasizes the need for taking up

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

29

Table 2.4 .a Agriculture and Horticulture status and fuel availability.

Crop Shown

Rain fed lrrigate Total

Varieties

Area (ha)

Production (Ton)

Productivity

(Kg/Ha)

Varieties

Area(ha)

Production

(Ton)

Productivity (Kg/ha

)

Area(ha)

Producion(ton

)

Soyabeen

Js -335

1942 3259.4 1600 - - - - 1942 3259.4

Maize Ganga-2

730 1460.4 1900 - - - - 730 1460.4

Black Gram

Nirmal-7

242.5 228.3 900 - - - - 242.5 228.3

Wheat - - - - Raj 3765

827.58

3177.85 3703 827.58 3177.85

Coriander

- - - - Rcr-41 604.9

781.36 1100 604.9 781.36

Musterd

- - - - T-59 , Pusab

old,

131.25

181.35 1350 131.25 181.35

** Brief Description of Crops :-

Table 2.4.b Abstract of cropped Area(ha)

Area under Single crop 1668 Area under Double crop 1345 Area under Multiple crop

30

Loss of Agricultural Production due to improper cultivation. Farmer have not in practice to use improved varity ot seeds. They are using excess quantity of

chemical fertilizers. They are unaware of Crop Roation practises. Only few farmers are producing horticultural plantation.

To train the farmer for proper cultivation practises. Crop demonstration through improve varity of seeds. In wheat they are using varities Lockwan / 3077 and

proposed to use improved varity of Wheat Raj4037 / Raj3765 / GW177 / GW190. In Soyabean they are using Varities GS335 / PK472 & proposed to used

improve varity of Soyabean JS9560 / JS93-05 / Pratap Soya 1 / NRC7. In Mustared they are using Pusa Bold / Pusa Jaikisan / RS30 & proposed to used

improved varity of Mustared DMH-1/ Vasundhara / RN-393 (Aravali). In Gram they are using varities Desi / Daud Yellow & prposed to used improved varity

of gram GNG 149 / C235 / BG-256. In Corriander they are using varities Desi & proposed to used improved varity of coriander RCR-436 / RCR-41 / RCR-

684 / RCR-20. In Maize they are using varities Desi Ganga-2 & Ganga -5 & proposed to used improved of Maize Mahi Kanchan / Mahi Dhanan / Navjot. To

train farmers for organic manurring and associate with horticultural department for drip irrigation in horticultural plantation.

Crop Rotation:-

Maize - Fallow

Fallow - Mustered

Maize - Coriander

Maize - Gram

Soyabeen - Wheat

Soyabeen - Gram

Soyabeen - Coriander

Soyabeen - Fallow

Til - Fallow

31

The table 2.4(B) shows that only 1345 ha is (26.07%) is double cropped area. Also the crop rotation shows that fallow lands are there. This

indicates that there is scope for change in crop rotation in fields where there are fallow lands through Soil and Water conservation measures,

crop demonstration and diversification in agriculture.

Soil and Water conservation measures besides putting fallow lands under cultivation can change the area under single cropping to double

and multiple cropping.

Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)

References of the sources data collect through the revenue department Analysis of the above table indicate that besides national gap there is wide gap in productivity within state and even within same

agro climatic zones.

The reasons for this variation are

The farmers are using varieties of Maize ,whereas varieties like Ganga -2 Ganga-5 Ageti-76 can increase the production .

Name of the crop

Productivity kg/ha

India

Highest Average in Rajasthan

Highest Average of Agro climatic zone District

Project Area

Wheat 4200 4000 3750 3700 3703

Coriander 1089 1103 1300 1150 1100

Mustured 1400 1350 1350 1315 1300

Soyabeen 2100 1815 1750 1700 1600

Maize 1910 1980 1950 1925 1900

Black gram 1000 950 900 925 900

32

The farmers are using mostly js 335 varieties of soyabean, whereas varieties like JS- 9305, JS -9041 , JS -9560 , Soya 1 can increase the

production .

The farmers are using mostly Lok-1 varieties of Wheat, whereas varities like Raj 3765, Raj 3077 can increase the production.

The farmers are using mostly local varietries of Coriader, Whereas varieties like RCR 41, UD 20 , RC 6 can increase the production .

The farmers are using mostly Varuna (T-59) varieties of Mustered , whereas varieties like Pusa Bold , Vasudhara, RH – 30 & Bio 902 can

increase the production .

The farmers are using mostly Local varieties of Gram , Whereas varieties like Dohad Yelow C 235 , Phule GI – 1 can increase3 the

production .

:Lack of availability of good quality seeds of desired crop & Variety in adequate quantises & time to the farmers .

Availability of water for cultivation ( 32.33% is irrigated table 2.14 )

33

The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration .Crop demonstrations would be

carried out on improved crops/ varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit.

Demonstration of improved methods and economics of fodder crops cultivation and also distribution foundation seeds of Forage Crops for further

multiplication, introduction of fodder crops in the existing crop rotations.

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

Activity Area(ha.) Species Varieties Recommended varieties Production

Horticulture Orange 12 - Nagpuri Nagpuri 7200 Qts

Lemon 1 -

Kagji Panth lemon, Brah masi 120 Qts

Mango 1 - Local

Variety Amrapali, Mallika 630 Qts Vegetables

Onion 2 - Pusa Red

Nasik Red L-53 Agri Camfaund , Prashant 800 Qts

Bhindi (Lady Finger) 1 -

Pusa Sa wni

Pusa sawani , Arka Basant Arka Anamika 400 Qts

Coriander - - -

RCr – 41, UD-20, CS-6, Pant Haritma , Sadhna

Medicinal Plants - - -

Alovera , Ashwagandha Tulsi Kalmegh .

Note :- Floriculture is not in practice & Medicinal plants are not grown in watershed Area.

34

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/ OBC

SC ST BPL

(i)Large farmer 360 1028 982 2010 1768 161 270

(ii) Small farmer 559 284 142 426 284 46 53 82 (iii) Marginal farmer 268 327 206 533

320 41 70

(iv) Landless person 330 - - - - - - - (V)No. of BPL households 82 29 15 44 - - - - Total 1599 1668 1345 3013 2372 248 393 82

35

Land Holding Details:-

S.NO. VILLAGE

SC ST OBC/GENERAL

BPL

Marginal small large Marginal small large Marginal small large

No. area

No. area

NO.

AREA

No. area

No. area

NO.

AREA

No. area

No. area

NO. AREA

1 Bhalta 5 12.5 26 15.5 3 10 4 8.5 21 17.5 5 25 68 124

209 162 36 169

2 Bhedi Kala 0 0 1 1.25 1 2.75 0 0 0 0 0 0 6 9 13 8 6 19.78

3 Bhedi Khurd 0 0 2 1.75 1 3.25 0 0 0 0 0 0 3 5 9 5.75 7 18.25

4 Pachan Khedi 0 0 5 2 1 3 0 0 0 0 0 0 4 5.5 8 3.5 4 22

5

Borkhedi Gugran 0 0 1 1 4 6.25 11 13 16

10.75 7 24.25 29 49.25 69 26 39 296.75

6 Ram Bhalti 0 0 0 0 0 0 13

20.75 9 6.75 15 54.50 0 0 0 0 0 0

7 Bhel Bhati 0 0 3 2 0 0 17

27.25 27

16.75 29 161 0 0 0 0 0 0

8 Bheel Khada 4 7.25 8 3.25 5 25.5 0 0 0 0 0 0 12 11.25 16 10.5 29 140.25

9 Amlawada 1 1 9 5.75 4 16.25 0 0 0 0 1 2 15 17.75 11 9.25 18 92

10 Mangalpura 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1.25 11 72.75

11 Rojya 3 5 6 3 5 28 0 0 0 0 0 0 16 27.75 26 15 44 345.25

12 Napaniya 0 0 0 0 0 0 0 0 0 0 0 0 5 11.75 2 1.25 5 42

13 Kharkheda 0 0 1 .5 2 8.5 0 0 0 0 0 0 1 1.25 4 1.75 14 74

14 KharKhedi 0 0 0 0 0 0 0 0 0 0 0 0 2 4.25 4 1.5 13 71.25

15 Bakar 3 3.75 1 .25 4 16 0 0 0 0 0 0 8 13.5 16

11.55 31 132.75

16 Garda 7

11.75 21

10.25 12 41.45 0 0 1 1 1 3 22 40.5 49 27 56 272.05

TOTAL 23

41.25 84 46.5 42

160.95 45 69.5 74

52.75 58

269.75

191

320.75

439

284.3 313

1768.08

36

51.71% land holdings belong to small and marginal farmers who own 31.82% 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 in

area.

Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like mushroom cultivation, floriculture, etc which are

in negligible existence at present, can be implemented by individual farmers / private companies.

Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green houses and in nurseries for rational use of

irrigation higher yields and quality produce.

37

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 Indigenous 2020 770 liter/day 5161100 kg 5161.1 Hybrid No

2 Buffaloes 2037 1740 liter/day 5204535 kg 5204.535 3 Goat 1535 131 liter /day ,

1000 kg/year mutton . 767.5 1960962.5 kg 1960.9625

4 Sheep 188 56 kg/year Wool 94 240170 kg 240.17 5 Camel &

Horse 11

28105 kg 28.105 6 Bulls 736 1880480 kg 1880.48

Total 7009 2641 liter/day milk 861.5

14475352.5 kg/year

14475.3525 M.T./Year

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

reduce production of unproductive cattle and improve the productivity by improving the breeds by breeding management following activities

will be taken up

Castration

Artificial insemination

Distribution of superior Breeding bulls for use in Cattle and Buffalo

Breeding distribution crossbred rams

38

Besides breed improvement other animal husbandry practices like better health, hygiene and feeding practices can increase productivity of

livestock. Hence Activities like Animal health camps ,Urea-Molasses treatment demonstration ,demonstration of improved methods of

conservation and utilization of Forage crops are proposed.

39

Table 2.8 Existing area under fodder (ha) S.No Item Unit Area/Quantity

1 Existing Cultivable area under Fodder Ha 4550 2 Production of Green fodder Tonns/year 202.61

3 Production of Dry fodder Tonns/ Year 12200.20

4 Area under Pastures Ha 1517

5 Production of fodder Tonns/year 10793.31

6 Existing area under Fuel wood Ha 119

7 Supplementary feed Kgs/ day 208

8 Silage Pits No 0

9 Availability of fodder (M.t.) 10793.31

10 Gap in

Availability & Production (M.t.)

(M.t.) 3681.99

The table above shows there is fodder deficiency (Requirement is 14475.352 M.T.and availability 10793.31M.T.)

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

40

Table 2.9 Agriculture implements

Farm mechanization and seed banks: As discussed earlier 23% land holdings belong to small and marginal farmers who own only 25

% 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

1 2 3 S. No Implements Nos. 1 Tractor 32 2 Sprayers-manual/ power 170 3 Cultivators/Harrows 24 4 Seed drill 13 5 Any Other Thresher and Bund Farmer 15

41

Table 2.1 NREGA Status - No. of Card Holder, activities taken so far, employment status. Name of Village No. of

Total Family

No. of Male

No. of Female

Population SC ST Others Available Empoyee Family

No.Members

Works under MG NREGA

No.Family No.Members No.Family No.Members No.Family No.Members

Bhalta 818 1294 1260 2554 60 183 111 353 647 2018 0 2554 Excavation of Talai , G/R road & kharanja etc.

Bhedi Kala 42 56 43 99 0 0 1 1 41 98 0 99 Excavation of Talai , G/R road & kharanja etc.

Bhedi Khurd 42 75 59 134 0 0 3 9 39 125 0 134 Excavation of Talai , G/R road & kharanja etc.

Pachan Khedi 24 32 34 66 0 0 2 4 22 62 0 66 Excavation of Talai , G/R road & kharanja etc.

Borkhedi Gugran 794 1015 840 1855 165 405 79 210 550 1240 0 1855 Excavation of Talai , G/R road & kharanja etc.

Ram Bhalti 280 311 208 519 86 160 131 266 63 93 0 519 Excavation of Talai , G/R road & kharanja etc.

Bhel Bhati 467 578 376 954 204 370 208 497 55 87 0 954 Excavation of Talai , G/R road & kharanja etc.

Bheel Khada 646 829 547 1376 38 99 38 101 570 1176 0 1376 Excavation of Talai , G/R road & kharanja etc.

Amlawada 234 304 177 481 69 131 24 65 141 285 0 481 Excavation of Talai , G/R road & kharanja etc.

Mangalpura 200 246 164 410 0 0 0 0 200 410 0 410 Excavation of Talai , G/R road & kharanja etc.

Rojya 597 723 436 1159 38 81 29 53 530 1025 0 1159 Excavation of Talai , G/R road & kharanja etc.

Napaniya 141 150 128 278 0 0 2 2 139 276 0 278 Excavation of Talai , G/R road & kharanja etc.

Kharkheda 188 219 127 346 16 31 19 33 153 282 0 346 Excavation of Talai , G/R road & kharanja etc.

KharKhedi 201 227 141 369 0 0 0 0 201 369 0 369 Excavation of Talai , G/R road & kharanja etc.

Bakar 117 179 142 321 1 2 34 89 82 230 0 321 Excavation of Talai , G/R road & kharanja etc.

Garda 569 807 742 1549 16 34 109 302 444 1213 0 1549 Excavation of Talai , G/R road & kharanja etc.

42

Table 2.11 Migration Details

Name of village

No. of persons migrating

No. of days per year of migration Major reason(s)

Distance of destination of migration from the village (km)

Occupation during migration

Income from such occupation (Rs. in

lakh) Per Person/Year (Lakhs)

Bhalta 65 45 For Proffesional Works 180-195 Agri Labour 0.20

Bhedi Kala 20 50 For Proffesional Works 180-195 Agri Labour 0.25

Bhedi Khurd 17 60 For Proffesional Works 160-165 Labour 0.25

Pachan Khedi 12 75 For Proffesional Works 170-175 Agri Labour 0.28

Borkhedi Gugran 115 90 For Proffesional Works 165-170 Agri Labour 0.35

Ram Bhalti 30 80 For Proffesional Works 180-185 Agri Labour 0.32

Bhel Bhati 25 70 For Proffesional Works 165-170 Labour 0.28

Bheel Khada 15 45 For Proffesional Works 150-160 Labour 0.22

Amlawada 8 55 For Proffesional Works 150-160 Labour 0.24

Mangalpura 10 65 For Proffesional Works 160-170 Agri Labour 0.25

Rojya 12 120 For Proffesional Works 100-110 Labour 0.45

Napaniya 4 45 For Proffesional Works 70-80 Agri Labour 0.24

Kharkheda 5 60 For Proffesional Works 70-80 Labour 0.30

KharKhedi 5 60 For Proffesional Works 70-80 Labour 0.30

Bakar 20 50 For Proffesional Works 180-195 Agri Labour 0.27

Garda 45 55 For Proffesional Works 180-185 Agri Labour 0.27 The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods .

The existing livelihoods Village are given below

43

Table 2.12 (a)Major activities (On Farm)

Name of activity No of House holds Average annual income from the (in lacs)

cultivators 1269 456.84

Dairying - - Poultry - - Piggery - - Landless Agri. Labourers 330 52.80

Table 2.12(b)Major activities (Off Farm) Name of activity Households/individuals Average annual income from the (in lacs)

Artisans 12 4.08 Carpenter 28 11.76 Blacksmith 14 5.32 Leather Craft 16 4.35 Porter 18 3.60 Mason 20 7.20 Others specify (Cycle Repair ,STD,Craft etc)

18 7.56

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

44

Table 2.13( a ) Status of Existing SHG SR.N

O. NAME OF

SHG MEMBER

ACTIVITY INVOLVED

MONTHLY INCOME

FUND AVAILABLE CONNECTVITY BANK SOURCE OF ASSISTANCE TRAINING

RECEIVED.

1 JAI SHIV SHANKAR 10 - 500 6500 CBI GATOLI IWMP JHALAWAR 5 TH- Nill

2 JAI NARAIN 10 - 200 2600 CBI GATOLI IWMP JHALAWAR 5 TH Nill

3 JAI BALAJI 10 - 100 1100 CBI GATOLI IWMP JHALAWAR 5 TH Nill

4 RATADEVI 10 AGRICULTURE 1000 1200 CBI GATOLI IWMP JHALAWAR 5 TH Nill

5 BABA RAMDEV 10 AGRICULTURE 500 6600 CBI GATOLI IWMP JHALAWAR 5 TH Nill

6 JAI LAXMI 12 AGRICULTURE 600 7200 CBI GATOLI IWMP JHALAWAR 5 TH Nill

7 DEV NARAIN 11 - 220 2860 CBI GATOLI IWMP JHALAWAR 5 TH Nill

8 JAI

BAJRANGBALI

12 - 240 2640 CBI GATOLI IWMP JHALAWAR 5 TH

Nill

9 SHRI GANESH 10 - 1000 10000 CBI GATOLI IWMP JHALAWAR 5 TH Nill

10 BABA RAMDEV 10 - 100 1300 CBI GATOLI IWMP JHALAWAR 5 TH Nill

11 JAI SHARDA

12 - 600 7800 CBI GATOLI IWMP JHALAWAR 5 TH Nill

12 JAI MAA FALODI

10 - 200 2200 CBI GATOLI IWMP JHALAWAR 5 TH Nill

13 SHRI

GURUDEV

10 - 500 4500 CBI GATOLI IWMP JHALAWAR 5 TH

Nill

14 JAN JAGRITI 10 - 300 3600 CBI GATOLI IWMP JHALAWAR 5 TH Nill

15 INDRAGANDI 10 - 500 4000 CBI GATOLI IWMP JHALAWAR 5 TH Nill

45

Table 2.13( a ) Status of Existing SHG

SR.NO.

NAME OF SHG MEMBER ACTIVITY

INVOLVED MONTHLY

INCOME FUND

AVAILABLE CONNECTVITY

BANK SOURCE OF

ASSISTANCE

TRAINING

RECEIVED.

1 JAI MAA FALODI 10 SMALL

SAVING 500 0 CBI GATOLI IWMP JLW VTH - Nill

2 SHRI SUKDEV

10 SMALL SAVING 300 0 CBI GATOLI IWMP JLW VTH Nill

3 JAN JAGRITI


4 ASTHA 10 SMALL SAVING 300 0 CBI GATOLI IWMP JLW VTH Nill

5 INDRAGANDI


6 JAI MAA GAYTRI


7 KAMKHERA


8 PRITI 10 SMALL SAVING 150 0 CBI GATOLI IWMP JLW VTH Nill

9 JAI MAA JALPHA


10 MERTHWAL


11 VEER TEJAJI


12 RANA PRATAP


13 MAHADEV


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

46

II. Technical Features Table 2.14 Ground Water S.No Source No. Functional

depth (fit) Dry Area

irrigated (ha) Water availability(days)

i) Dug wells 248 45-50 22 1120 275 ii) Shallow tube wells 7 300-350 2 140 285 days iii) Pumping sets 255 - - - - iv) Deep Tube Wells 4 350-450 1 85 Every days Total 514 25 1345

47

Table 2.15 Availability of drinking water

S.no. Name of the village Drinking

water requirement

Ltrs/day

Present availability of drinking water

Ltrs/day

No. of drinking water

sources available

No. functional

No. requires repairs

No. defunct

1 Bhalta 85500 82855 13 6 7 5

2 Bhedi Kala 3845 3634 2 1 1 1 3 Bhedi Khurd 3750 3576 2 1 1 1 4 Pachan Khedi 1976 932 4 2 2 2 5 Borkhedi Gugran 21660 18530 11 5 6 6 6 Ram Bhalti 7790 6300 3 1 2 2 7 Bhel Bhati 13680 11530 5 3 2 2 8 Bheel Khada 21185 19828 3 1 2 2 9 Amlawada 8075 6230 4 2 2 2 10 Mangalpura 5400 4650 2 1 1 1 11 Rojya 17290 15300 3 2 1 1 12 Napaniya 3420 3015 2 1 1 1 13 Kharkheda 5035 4225 3 1 2 2 14 KharKhedi 5420 4950 3 1 2 2 15 Bakar 6365 3530 5 2 3 3 16 Garda 29450 24250 8 3 5 4

48

table 2.16 Water Use efficiency

Name of major crop

Area (Hectare)

through water saving devices(Drip/Sprinklers)

(ha.)

through water conserving agronomic practices#

Any other (pl. specify) Total

Wheat 2 ha. 825 ha. NiL 827 ha. Coriander NIL 604 ha. NIL 604 ha. Mustard NIL 131.25 NIL 131.25

Gram NIL 27.5 NIL 27.5 Total 2 ha. 1587.75 ha. NIL 1589.75 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% 4385 2 3 to 8% 516 3 8 to 10% 258 4 > 10% 0

As most of the area has slope less than 3% construction of contour bunds can solve the problem of water erosion in agriculture fields and protect

washing of top soil and manures/fertilisers

49

2.II.5 Available surface runoff :- Available surface runoff Based on average rainfall :- It has been calculated on the basis of Strange's table . Maximum rain fall intensity of area is 12 cm/hr. Total monsoon rainfall 720 mm. per year.Runoff

Table 2.II.5.1 Total runoff available

Macro/ Micro no. 16/1,2,3 , 27/1,2,3,4,5,6,7,8 & 29/1,2,3,4,5. Type of W/S Area of W/S Factor Cum/ha Expected Yeild Cum

Good 3510 1748.16 6136041

Average 1649 1311.12 2162036

Bad 0 0

Total 5159 8298077

Table 2.II.5.2 Total runoff trapped in existing structures

S.N. Gram Panchyat No of Talai Capacity of Talai (cum) No. of Anicut Capacity of Anicuts. Total Runoff Stored

1 BORKHERI GUJRAN 18 63000 3 13500 76500

2 BHALTA 6 21000 2 9000 30000

3 ASALPUR 3 10500 0 0 10500

4 BANSKHERI LODHAN 4 14000 1 4500 18500

TOTAL 31 108500 6 27000 135500 Table 2.II.5.2 Total runoff to be stored in proposed structures

proposed structure in Arable land

50

S.No WHS No Storage Capacity (Cum) 1 Earhen Check dam 400 300000 2 Field bunding 32 Km 399 ha 16000 Total

316000

Proposed structure in non arable land

1 Talai with westeware 6 6000

Proposed structure in DLT S.No Nala Bunding 10 km 10000

1 Retaining Wall 6 12000 2 Anicut 5 30000 Total

52000

Total storage capacity of proposed Structures 374000 Cum

Water trapped in existing structures 135500 Cum

Total Runoff trapped 509500 Cum

% Runoff Trapped = 509500/8298077*100 6.14%

51

Table 2.19 Soil details 1 Soil Profile S.No Soil Classes Area (Ha) 1 Clay Loam 1908 2 Black Cotton 656 3 Loam with Mouram 2598 2 Soil Depth (CM)

1 0 to 7.5 1908 2 7.5 to 45 656 3 above 45 2598 Total 5162 3 Soil Fertility Status (Kg/ha) N 0.52 to 0.55 P 25 to 30 K 336 above 4 Micro Nutrient Range Zn 1.60 to 1.66 Fe 13.55 to 13.65 Cu 3.90 to 3.95 Mn 37.5 to 37.55

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

52

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 516 400 2.5 b Rill 1805 400 2.8 c Gully 2838 400 3.5

Sub-Total 5159 8.8 Wind erosion 0 Total for project 5159 400 8.8

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.

54

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 Village of 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 Grama Sabha approved EPA

1 Bhalta 04/04/2012

2 Borkhedi gujran 05/04/2012

3 Asalpur 07/04/2012

Banskhedi lodan 09/04/2012

55

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56

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57

The PRA exercise was carried out in all the villages on the dates shown below:

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 Agust 2011 to May 2012 (dates) period covering all the households and primary data on

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

59

ABSTRACT OF COST ACTIVITY WISE S.NO. ACTIVITY COST

A Preparatory phase activities capacity building trainings & EPA 136.19

B Natural resource managemant 346.68

C Production system and micro enterprises 117.65

D Consolidation Phase 18.57

TOTAL 619.09

E Convergence with NREGA & Agriculture ext. department 137.82

TOTAL 756.91

60

Annual Action Plan (Through Convergence)

convergence with NREGA & Agriculture ext. & Horticulture Department

Activity Unit Quantit

y

Unit

Cost

Total

cost

PROJEC

T FUND

CONVERENGE

S

TOTAL REMARKS

Admn. 0.1 61.91 61.91 0 61.91

Monitoring 0.01 6.19 6.19 0 6.19

Evaluation 0.01 6.19 6.19 0 6.19

EPA 4% 24.76 24.76 0 24.76

I & CB 0.05 30.95 30.95 0 30.95

DPR 1% 6.19 6.19 0 6.19

Total (A) 0.22 136.19 136.19 0 136.19

(B) Natural resource

management(56%)

Conservation

measures for arable

land(private land)

Earthen Check dam no 400 0.28 112 112 0 112

61

Field bunding 100m 399 0.1 39.9 39.9 0 39.9

LSCD no 80 0.12 9.6 9.6 0 9.6

FARM POND No. 8 0.4 3.2 0 3.2 3.2 AGRICULTURE

DEPTT.

DRIP IRRIGATION No. 25 0.7 17.5 0 17.5 17.5 AGRICULTURE

DEPTT.

182.2 161.5 20.7 182.2

Conservation

measures for non

arable land

Pasture Development 5ha 18 5.56 100.08 100.08 0 100.08

Diversion channel 100m 19 0.16 3.04 3.04 0 3.04

Staggered Tranches ha 20 0.22 4.4 4.4 0 4.4

Talai with waste weir no 6 3.61 21.66 21.66 0 21.66

Nadi Excavation &

Pitching

25 4 100 0 100 100 NREGA

CATEGORY iv 32 0.5 16 0 16 16 NREGA

245.18 129.18 116 245.18

Drainage line

treatment

62

LSCD no 30 0.12 3.6 3.6 0 3.6

Nala bunding(km) km 10 1.54 15.4 15.4 0 15.4

Reating wall no 6 2 12 12 0 12

Anicut 10m no 5 5 25 25 0 25

56 56 0 56

Total (B) 483.38 346.68 136.7 483.38

(C) Production

System and micro

enterprise(10%)

Production measures

for arable land

Vermi Compost no 59 0.06 3.54 3.54 0 3.54

Crop Demonstration 0 0 0

(a) Maize no 200 0.021 4.2 4.2 0 4.2

(b) Soyabean no 150 0.02 3 3 0 3

(c) Urd + Maize no 150 0.02 3 3 0 3

(d) Mustard no 200 0.01 2 2 0 2

(e) Coriander no 200 0.01 2 2 0 2

(f) Mustard+ Wheat no 200 0.02 4 4 0 4

(g) Barseam no 161 0.02 3.22 3.22 0 3.22

63

Kitchen kit no 200 0.01 2 2 0 2

Horticulture

Plantation

0 0 0 0

(a) Anar no 62 0.04 2.48 2.48 0 2.48

(b) Lemon no 64 0.03 1.92 1.92 0 1.92

(c) Papaya no 48 0.04 1.92 1.92 0 1.92

d) Horticulturture

plantation

ha 16 0.07 1.12 0 1.12 1.12

Forestry Flantation no 548 0.02 10.96 10.96 0 10.96

(ii) Live stock 0 0 0

Live stock camp no 69 0.1 6.9 6.9 0 6.9

Breed improvement 0 0 0 0

(i) Cow bull no 20 0.16 3.2 3.2 0 3.2

(ii) Baffelo Bull no 14 0.18 2.52 2.52 0 2.52

(iii) Buck no 22 0.07 1.54 1.54 0 1.54

(iv) B. Castrator no 10 0.05 0.5 0.5 0 0.5

Manger/ etc no 60 0.05 3 3 0 3

63.02 61.9 1.12 63.02

(iii) Micro Enterprise

(9%)

64

(A ) Revolving fund

to SHG (60%)

no 134 0.25 33.5 33.5 0 33.5

(B) Revolving fund to

enterprising involed

(10%)

no 25 0.25 6.25 6.25 0 6.25

(C) Grant in add to

federation to SHG

(30%)

no 8 2 16 16 0 16

55.75 55.75 0 55.75

(D) Consolidation 3% 18.57 18.57 0 18.57

Grand Total 756.91 619.09 137.82 756.91

67

CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Project Fund Component Wise I Yearwise Breakup of watershed Activities

Area Unit cost Total cost 5159 0.12 619.08 Through Project Fund ( A) Preparatory phase activities capacity building trainings & EPA Activity Unit Quantity Unit

Cost Total cost

bhalta borkheri gujran aasalpur banskheri lodhan

Total

915 109.8 3126 375.12 717 86.04 401 48.12 5159 619.08 Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Admn. 10% 61.91 10.98 37.512 8.604 4.812 61.91 Monitoring 1% 6.19 1.098 3.7512 0.8604 0.4812 6.19 Evaluation 1% 6.19 1.098 3.7512 0.8604 0.4812 6.19 EPA 4% 24.76 4.392 15.005 3.4416 1.9248 24.76 I & CB 5% 30.95 5.49 18.756 4.302 2.406 30.95 DPR 1% 6.19 1.098 3.7512 0.8604 0.4812 6.19 Total (A) 22% 136.19 24.156 82.526 18.9288 10.5864 136.2 (B) Natural resource management(56%) Conservation measures for arable land(private land)

68

Earthen Check dam

no 400 0.28 112 75 21.00 300 84.00 15 4.20 10 2.80 400 112.00

Field bunding ha 399 0.10 39.90 70 7.00 304 30.40 15 1.50 10 1.00 399 39.90

LSCD no 80 0.12 9.6 10 1.20 52 6.24 15 1.80 3 0.36 80 9.60 161.50 29.20 120.64 7.50 4.16 161.50 Conservation measures for non arable land Pasture Development

ha 18 5.56 100.08 3 16.68 10 55.60 4 22.24 1 5.56 18 100.08

Diversion channel

mt 19 0.16 3.04 2 0.32 13 2.08 3 0.48 1 0.16 19 3.04

Staggered Tranches

no 20 0.22 4.40 2 0.44 12 2.64 5 1.10 1 0.22 20 4.40

Talai with waste weir

no 6 3.61 21.66 2 7.22 2 7.22 1 3.61 1 3.61 6 21.66

sub total 129.18 24.66 67.54 27.43 9.55 129.18

Drainage line treatment LSCD no 30 0.12 3.60 5 0.60 22 2.64 2 0.24 1 0.12 30 3.60 Nala bunding(km)

km 10 1.54 15.40 2 3.08 6 9.24 1 1.54 1 1.54 10 15.40

Reating wall no 6 2.00 12.00 1 2.00 3 6.00 1 2.00 1 2.00 6 12.00

Anicut 10m no 5 5.00 25.00 1 5.00 2 10.00 1 5.00 1 5.00 5 25.00

sub total 56.00 0 10.68 0 27.88 8.78 8.66 0 56.00 TOTAL B 346.68 64.54 216.06 43.71 22.37 346.68

69

cost from project head

346.68 0 64.54 0 216.06 43.71 22.37 346.68

(C) Production System and micro enterprise(10%) Vermi Compost no 59 0.06 3.54 10 0.60 37 2.22 8 0.48 4 0.24 59 3.54

Crop Demonstration

(a) Maize no 200 0.021 4.20 25 0.53 160 3.36 10 0.21 5 0.11 200 4.20

(b) Soyabean no 150 0.02 3.00 25 0.50 110 2.20 10 0.20 5 0.10 150 3.00

(c) Urd + Maize no 150 0.02 3.00 25 0.50 110 2.20 10 0.20 5 0.10 150 3.00

(d) Mustard no 200 0.01 2.00 25 0.25 160 1.60 10 0.10 5 0.05 200 2.00

(e) Coriander no 200 0.01 2.00 25 0.25 160 1.60 10 0.10 5 0.05 200 2.00

(f) Mustard+ Wheat

no 200 0.02 4.00 25 0.50 160 3.20 10 0.20 5 0.10 200 4.00

(g) Barseam no 161 0.02 3.22 25 0.50 121 2.42 10 0.20 5 0.10 161 3.22

Kitchen kit no 200 0.01 2.00 26 0.26 155 1.55 11 0.11 8 0.08 200 2.00

Horticulture Plantation

(a) Anar no 62 0.04 2.48 15 0.60 32 1.28 10 0.40 5 0.20 62 2.48

70

(b) Lemon no 64 0.03 1.92 15 0.45 34 1.02 10 0.30 5 0.15 64 1.92

(c) Papaya no 48 0.04 1.92 8 0.32 25 1.00 10 0.40 5 0.20 48 1.92

Forestry Flantation

no 548 0.02 10.96 100 2.00 266 5.32 95 1.90 87 1.74 548 10.96

(ii) Live stock 0.00 0.00 0.00 0.00 0 0.00

Live stock camp

no 69 0.10 6.90 15 1.50 43 4.30 6 0.60 5 0.50 69 6.90

Breed improvement

0.00 0.00 0.00 0.00 0.00 0 0.00

(i) Cow bull no 20 0.16 3.20 5 0.80 10 1.60 2 0.32 3 0.48 20 3.20

(ii) Baffelo Bull no 14 0.18 2.52 3 0.54 6 1.08 3 0.54 2 0.36 14 2.52

(iii) Buck no 22 0.07 1.54 3 0.21 14 0.98 3 0.21 2 0.14 22 1.54 (iv) B. Castrator

no 10 0.05 0.50 2 0.10 5 0.25 2 0.10 1 0.05 10 0.50

Manger/ etc no 60 0.05 3.00 8 0.40 42 2.10 5 0.25 5 0.25 60 3.00

TOTAL C 61.90 10.81 39.28 4694 6.82 4456 5.00 9150 61.90 (iii) Micro Enterprise (9%)

(A ) Revolving fund to SHG (60%)

no 134 0.25 33.50 10 2.50 75 18.75 25 6.25 24 6.00 134 33.50

71

(B) Revolving fund to enterprising involed (10%)

no 25 0.25 6.25 2 0.50 13 3.25 7 1.75 3 0.75 25 6.25

(C) Grant in add to federation to SHG (30%)

no 8 2.00 16 2 4.00 2 4.00 3 6.00 1 2.00 8 16.00

55.75 7 26 14 8.75 0 55.75 (D) Consolidation 3% 18.57 3.30 11.25 2.58 1.44 0.00 18.57 Grand Total 619.09 109.80 375.12 86.04 48.14 619.09

72

CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Component Wise I Yearwise Breakup of watershed Activities

Area Unit cost Total cost 5159 0.12 619.08 Through Project Fund ( A) Preparatory phase activities capacity building trainings & EPA Activity Unit Quantit

y 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% 61.91 12.38

12.38 12.38 12.38 12.39 0 61.91

Monitoring 1% 6.19 0 0.62 1.86 1.86 1.85 0 6.19 Evaluation 1% 6.19 0 0.62 1.86 1.86 1.85 0 6.19 EPA 4% 24.76 24.7

6 0.00 0.00 0.00 0.00 0 24.76

I & CB 5% 30.95 3.1 6.19 9.29 6.19 6.18 0 30.95 DPR 1% 6.19 6.19 0.00 0.00 0.00 0.00 0 6.19 Total (A) 22% 136.1

9 46.4

3 19.81 25.39 22.29 22.27 136.1

9 (B) Natural resource management(56%) Conservation measures for arable land(private land) Earthen Check dam

no 400 0.28 112 100 28.00 100 28.00 100 28.00 100 28.00 400 112

73

Field bunding 100m

399 0.10 39.90 100 10.00 100 10.00 100 10.00 99 9.90 399 39.90

LSCD no 80 0.12 9.6 20 2.40 20 2.40 20 2.40 20 2.40 80 9.6 161.5 40.40 40.40 40.40 40.30 161.5

0 Conservation measures for non arable land

Pasture Development

5ha 18 5.56 100.08

5 27.80 5 27.80 5 27.80 3 16.68 18 100.08

Diversion channel

100m

19 0.16 3.04 6 0.96 6 0.96 6 0.96 1 0.16 19 3.04

Staggered Tranches

ha 20 0.22 4.40 5 1.10 5 1.10 5 1.10 5 1.10 20 4.40

Talai with waste weir

no 6 3.61 21.66 2 7.22 2 7.22 1 3.61 1 3.61 6 21.66

129.18

37.08 37.08 33.47 21.55 129.18

Drainage line treatment

LSCD no 30 0.12 3.60 7 0.84 7 0.84 7 0.84 9 1.08 30 3.60 Nala bunding(km)

km 10 1.54 15.40 2 3.08 2 3.08 2 3.08 4 6.16 10 15.40

Reating wall no 6 2.00 12.00 2 4.00 2 4.00 1 2.00 1 2.00 6 12.00 Anicut 10m no 5 5.00 25.00 1 5.00 2 10.00 1 5.00 1 5.00 5 25.00 56.00 12.92 17.92 10.92 14.24 56.00 Total (B) 346.6

8 90.40 95.40 84.79 76.09 346.6

8 (C) Production System and micro enterprise(10%) Production measures for arable land

Vermi Compost

no 59 0.06 3.54 15 0.90 15 0.90 15 0.90 14 0.84 59 3.54

74

Crop Demonstration

(a) Maize no 200 0.021

4.20 50 1.05 50 1.05 50 1.05 50 1.05 200 4.20

(b) Soyabean no 150 0.02 3.00 38 0.76 38 0.76 38 0.76 36 0.72 150 3.00

(c) Urd + Maize

no 150 0.02 3.00 38 0.76 38 0.76 38 0.76 36 0.72 150 3.00

(d) Mustard no 200 0.01 2.00 50 0.50 50 0.50 50 0.50 50 0.50 200 2.00 (e) Coriander no 200 0.01 2.00 50 0.50 50 0.50 50 0.50 50 0.50 200 2.00 (f) Mustard+ Wheat

no 200 0.02 4.00 50 1.00 50 1.00 50 1.00 50 1.00 200 4.00

(g) Barseam no 161 0.02 3.22 40 0.80 40 0.80 40 0.80 41 0.82 161 3.22 Kitchen kit no 200 0.01 2.00 50 0.50 50 0.50 50 0.50 50 0.50 200 2.00 Horticulture Plantation

0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

(a) Anar no 62 0.04 2.48 15 0.60 15 0.60 15 0.60 17 0.68 62 2.48 (b) Lemon no 64 0.03 1.92 16 0.48 16 0.48 16 0.48 16 0.48 64 1.92 (c) Papaya no 48 0.04 1.92 12 0.48 12 0.48 12 0.48 12 0.48 48 1.92 Forestry Flantation

no 548 0.02 10.96 137 2.74 137 2.74 137 2.74 137 2.74 548 10.96

(ii) Live stock Live stock camp

no 69 0.10 6.90 17 1.70 17 1.70 17 1.70 18 1.80 69 6.90

Breed improvement

0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00

(i) Cow bull no 20 0.16 3.20 5 0.80 5 0.80 5 0.80 5 0.80 20 3.20 (ii) Baffelo Bull

no 14 0.18 2.52 3 0.54 3 0.54 3 0.54 5 0.90 14 2.52

(iii) Buck no 22 0.07 1.54 5 0.35 5 0.35 5 0.35 7 0.49 22 1.54 (iv) B. Castrator

no 10 0.05 0.50 2 0.10 2 0.10 2 0.10 4 0.20 10 0.50

75

Manger/ etc no 60 0.05 3.00 15 0.75 15 0.75 15 0.75 15 0.75 60 3.00 61.90 15.31 15.31 15.31 15.97 61.90 (iii) Micro Enterprise (9%)

(A ) Revolving fund to SHG (60%)

no 134 0.25 33.50 44 11.00 44 11.00 46 11.50 134 33.50

(B) Revolving fund to enterprising involed (10%)

no 25 0.25 6.25 8 2.00 8 2.00 9 2.25 25 6.25

(C) Grant in add to federation to SHG (30%)

no 8 2.00 16 3 6.00 3 6.00 2 4.00 8 16.00

55.75 55.75 (D) Consolidation 3% 18.57 0 0.00 0.00 18.57 18.57 Grand Total 619.0

9 46.4

3 129.7

8 136.1

7 248 131.3

5 372 148.3

4 619.0

9

77

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)

Fit 50-60 Fit 30-40 Fit

2 Ground water structures repaired/ rejuvenated

No. 12 26

3 Quality of drinking water Description Good Very good 4 Availability of drinking water Description 8 month 12 month Availibility only for 240 days&

try to meet out the demond 5 Change in irrigated Area Ha 1668 2020 6 Change in cropping/ land use pattern Description Single crop will be double ceop

& also try to make under multiple croping

7 Area under agricultural crop Ha 3013 3133 I Area under single crop Ha 1345 1035 Ii Area under double crop Ha 1668 2098 8 Change in cultivated Area Ha - 400 9 yield of major crops of area

Yield of soyabeen q/ha 32.59 33.00 Yield of Wheat q/ha 31.78 32.00 Yield of Black gram q/ha 2.28 2.50 Yield of Mustard q/ha 1.81 1.90

10 production of major crops of area

Production of Maize ton 1460.4 1510 Production of Wheat ton 3177.85 3200 Production of Gram ton 228.3 235 Production of Mustard ton 181.35 190

11 Area under vegetation Ha - 12 12 Area under horticulture Ha 18 40 13 Area under fuel Ha 119 150 14 Area under Fodder Ha 250 400 15 Fodder production Q 10793.31 14475.3

78

16 Milk production Litres/day 2641 3000 17 SHGs Active No. 28 50 18 No. of livelihoods No. 330 120 19 Income Rs.in la 456.84 486.00 20 Migration No. 408 110 21 SHG Federations formed No. - 10

Critical Assumption

No severe droughts/ unexpected floods/ natural disasters

Adequate funds are allocated for the same and released on time.

There is no significant pest/ disease attack, and if so, then it will have been contained before irreversible damage is done.

Adverse market conditions do not persist long.

Sound macro-economic and growth conditions continue and the benefits are widely distributed particularly in the rural areas.

Facilitating agencies and resource providers have the required competent staff so that timely and appropriate technical advice and services

are provided to farmers whenever required.

The Capacity Building Plan is implemented, monitored and modified to address evolving needs and feedback from participants.

The execution of the Women’s Empowerment Pedagogy is regularly monitored by the District and State level Implementing Agencies

Means of Verification of indicators

Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning, mid-term and end of the project period

Annual participatory assessment by communities during project period.

Regular project monitoring reports prepared by project monitoring teams/ agencies.

Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/ Individual beneficiaries/project-related village and local

bodies/PRIs.

External review missions

Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation, Animal Husbandry

80

CHAPTER VII TECHNICAL DESIGNS AND ESTIMATES

Technical designs and estimates for proposed activities.

For Estimates GKN of the districts should be used. For Production System activities, rates of Agriculture/Horticulture/Animal Husbandry should be

used.

A- Technical Design & Estimante for Proposed Activities

B- Convergence

81

Estimate no. 01

Name of Work - Construction of Earthen Checkdame Cost per 100mtr length

S.No Particulars No Length Width, m

Height, m

Quantity M3

Rate * Rs. Per

M3

Amount Rs

1 Dag Belling 5 Cm to 7.5 Cm 2 100.00 200.00 5.18 1036.00

2 Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.

1 100.00 2.40 1.20 288.00 92.00 26496.00

3 Seeding of Ratan Jot on the Bund 3 100.00 0.00 0.00 300.00 54.80 16440.00

4 Overseding of Grass stylo Ameta 3 100.00 0.00 0.00 300.00 0.59 177.00

5 Cost of Ratan Jot Seed (0.2 Kg/100 Mtr.) 0 0.00 0.00 0.00 0.60 26.00 15.60

6 Cost of Stylo Ameta Seed 0 0.00 0.00 0.00 0.60 30.00 18.00

Sub Total 44182.60 Add 3 % Contigency 748.00 Total 44930.60 Say 25700.00

82

Name of Work - Construction of Earthen Checkdame

0.60mtr

1:1.5 1.20

Mtr

4.8 mtr

X Sectional Digram

Estimate no. 02

83

Name of Work - Construction of Field bunding on Arable Land

S.No Particulars No Length Width, m Height, m Quantity M3

Rate * Rs. Per M3

Amount Rs



1 100.00 1.43 0.75 106.88 92.00 9832.50





Sub Total 27519.10

Add 3 % Contigency 286.14 Total 27805.

24 Say 9800.0

0

Name of Work - Construction of Madebandi on Arable

84

Land

0.30Mt

1:1.5 0.75 Mtr

2.55 Mtr

X Sectional Digram

Estimate no. 03

85

Name of Work - Construction of Loose stone Checkdam (Arable) S.No Particulars No Length Width, m Height, m Quantity Rate Unit Amoun

t Rs

1 Earthwork excavetion in hard Soil with compation in 15 Cm layera etc.

1 10.00 1.80 0.30 5.40 92.00 cum 496.80

2 Dry Stone mesonery in Foundation & upto Plinth 1 10.00 1.80 0.30 5.40

1 10.00 1.20 0.30 3.60

1 10.00 0.90 0.30 2.70

11.70 970.00

cum 11349.00

Sub Total 11845.80

Add 3% Contigency 355.37

Total 12201.17

Say 12200.00

Estimate no. 04

Estimate

86

Name of Work - CONSTRUCTION OF STAGGERED TRENCHES IN NON ARABLE LAND FOR HILLY AREAS

Assumptions:

C. I. =5 MTS No. of trenches per ha = 500 Nos Size of trenches = 2x0.60x0.37m = 0.44 Cum

S.No. Item Quantity Uni

t R

ate Amo

unt

1 Lay out of trenches 2*500*2*2 4000 Mtr 0.

17 7

80

2 Dag belling 2.5 to 5 cm deep 2*500*2 2000 Mtr 0 0

3 Excavation in dry or moist including disposal of excavated material within initial lead of 50mtr and lift 1.5 mtrincluding dressing etc complete in hard Soil

220 Cum

85 18700

4 Labour charges of sowing of Dhaman / Stylo-Hameta / Karad grass seed on contour furrow in three rows

3000 Rmt 0.

59 1

770

5 Cost of Dhaman / Stylo-Hameta / Karad grass seed @4kg/ha 4 50 2

00

Per Kg/Ha Sub Total 21

450

6 Contingency @ 3 % 643.5

TOTAL 22100

mailto:@4kg

87

NAME OF WORK: CONSTRUCTION OF DIVERSION Chanel CUM BUND S.no. Item Quantity Unit Rate Amount

1 Earth work in hard soil for construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m

1.50+0.9/02*1.5 1.8 Cum

92 165.60

2 Sowing of seed on bunds 5 Rm 0.38

1.90

3 Grass seed Dhaman/Stylohemat

a 0.01 LS 30 0.30

Sub Total 167.80 4 Contingency @ 3 % 5.03

Grand Total 167.80 Say 168.00

ESTIMATE No. 05.2

NAME OF WORK: CONSTRUCTION OF ditch CUM BUND S.no. Item Quantity Unit Rate Amount

88

1 Earth work in hard soil for construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m

1.50+0.9/02*1.5 1.8 Cum

92 165.60

2 Sowing of seed on bunds 5 Rm 0.38

1.90

3 Grass seed Dhaman/Stylohemata 0.01 LS 30 0.30 Sub Total 167.80

4 Contingency @ 3 % 5.03 Grand Total 167.80 Say 168.00

ESTIMATE No. 06 Name of work :Construction of new talai with wasteweir

A Earthwork in excavation in hard soil for bund with initial lead&lift Length 100 TW 2 S. No. ITEM Detail Unit RATE Amount

Length Top Width Bottom width Ht/Depth Qty

1 Excavation of earth 100 2.00 11.00 3.00 1950.00 cum 85.00 165750.00 2 Lift (50%) 1 975.00 cum 11.00 10725.00

89

3 Lead (50%) 1 487.50 cum 33.75 16453.13 Total 192928.13 Total A 192928.13 B Construction of west weir at side S. No. ITEM Detail Qty. Unit RATE Amount

No. L B Ht/Depth 1 Excavation of

earth Head wall

1 10.00 0.90 2.00 18.00

Sidewall 2 4.50 0.60 2.00 10.80 Wingwall 2*2 3.00 0.60 1.20 8.64 Toewall 1 10.00 0.60 0.90 5.40 Apron 1 10.00 3.00 0.75 22.50 65.34 cum 92.00 6011.28

2 CC 1:4:8 Headwall 1 10.00 0.90 0.15 1.35 Sidewall 2 4.50 0.60 0.15 0.81 Wingwall 2*2 3.00 0.60 0.15 1.08 Toewall 1 10.00 0.60 0.15 0.90 Apron 1 10.00 3.00 0.15 4.50 69 8.64 cum 2048.00 17694.72

8 Plaster 1*8*0.6+1*8*0.30 7.20 Sqm 145.00 1044.00 Total 24750.00 Total C TOTAL A+B 217678.13

Add 3% cont. 6530.34375 Grand Total 224208.47

Say 361000

Estimate no. 07

Name of Work - Construction of Loose stone Checkdam (Non arable)

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

1 Earthwork excavetion in hard Soil 1 10.00 1.80 0.30 5.40 92.00 cum 496.80

90

with compation in 15 Cm layera etc.

2 Dry Stone mesonery in Foundation & upto Plinth

1 10.00 1.80 0.30 5.40

1 10.00 1.20 0.30 3.60 1 10.00 0.90 0.30 2.70 11.70 970.00 cum 11349.00

Sub Total 11845.80 Add 3% Contigency 355.37 Total 12201.17 Say 12200.00

Estimate No. 08

Name of Work - Construction of Bank Stablization of Existing Nala

S.No Particulars No Length Width, m Height, m Quantity M3

Rate * Rs. Per M3

Amount Rs


91


1 100.00 1.95 0.90 175.50 92.00 16146.00





Sub Total 33832.60

Say 15400.00

Name of Work - Construction of Bank Stablization of Existing Nala

0.60 Mt

1:1.5

92

0.90 Mtr

3.30Mtr

93

Estimate No. 09

1-

2- ;kstuk dk uke&

Je-NREGS

Je-Other dqy

1 Mkx csfyax 5&7-5 lseh- Mhi 2 81.5 163 Rmt 0.25 0.25 0.25 40.75 0 40.752 E/W in foundation for Wall 1 81.5 0.9 1 73.35 cum

73.35 cum 62 68 68 4987.8 0 4987.83 P & LCC 1:5:10 40mm Nominal Size

1 81.5 0.9 0.15 11 cum 213 231 1336 2541.58 12157.76 14699.344 RR Stone Masonary of stone in cement mortor

1:6Foundation 1 81.5 0.9 0.85 62.35 cum

Super Structure 1 81.5 (0.45+0.9)/2 0.675 1.66 91.32 cumTotal 153.7 cum 140 267.8 1047 41152.36 119738.3 160890.66

5 Cement Plaster 20mm - CM 1:6 1 81.5 1.66 135.3 sqm 10 26.8 62 3625.77 4762.21 8387.986 P&LCC Copping 1:2:4 50mm thick 20mm

nominal size1 81.5 0.45 36.68 sqm 23 50 151 1833.75 3704.18 5537.93

Total 54182.01 140362.45 194544.46 Contengency 3% 1625.46 4210.87 5836.3338 Grand Total 55807.47 200380.7938

0.00

55807.00 144573.00200380.00

Note : if embakement height is more than 1.8 mtr then inrest sloping width pitching should be laid.

Add 30% reduction in task as per order of govt.Total Labour CostTotal Cost

fjVsfuax okWy fuekZ.k

IWMP Location- pjkxkg

94

Please do not disturb the white Cells & Black Fonts

FORM PS-

NOW- fjVsfuax okWy fuekZ.k

Work CODE-

Gram- AS No.- 0 COST

GP- Date- 0 200000.00

Location- pjkxkg Amount- 0

Scheme- IWMP Time of Comp.-

TASK Red % 30

Wall No. L Fd.-W Fd.-D T-W H

1 81.5 0.9 1.00 0.45 1.66

Diagram Retaining Wall LENGTH

0.45 81.50

Filling

Coping-1:2:4 50mm thick

1.66

NSL

95

RRM-CM-1:6 1.00

0.15

0.90

Estimate No. 10

DETAILED - ESTIMATE (Anicut)

Work CODE

yEckbZ & 10.00 ehVj ÅapkbZ & 1.67 ehVj 0

Location - & Item No. Of GKN-06 S.No. Item No. L B H Qty. Amount Labour

Component 2¼n½ 1 Earth work in excavation in foundation

trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

(a) Ordinary Rock

NREGS-L

125 HW 1x10x(2.6+0.45)x1.8 54.900 cu.m

Other-L 131 COT 0.000 cu.m

Total- 131 SideWall with US 2x7.5x1.2x1.8 32.400 cu.m WW-US-1 1x3.03x1.2x1.8 6.545 cu.m WW-US-2

1x3.03x1.2x1.8 6.545 cu.m

96

WW-DS-1 1x3.03x0.9x1.2 3.272 cu.m

WW-DS-2 1x3.03x0.9x1.2 3.272 cu.m HWE 2x3.573x1.4919x(3+1.673) 49.819 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x10x4.5x0 0.000 cu.m TW 1x10x0.6x0.96 5.760 cu.m Hard soil + Hard Rock Total 162.513 cu.m Labour @ Rs. 132 Cu.m. Labour 21451.72 @Rs. 132 Cu.m. Rs. 21451.72 Note : Add Extra Lift qt.@8/- cum 122¼v½ 2 Providing and laying cement concrete

including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

(a) 1 cement : 4sand : 8aggregate NREGS-L

213 HW 1x10x2.6x0.3 7.800 cu.m

Other-L 231 COT 0.000 cu.m Total- 1482 SideWall with US 2x7.5x1.2x0.15 2.700 cu.m WW-US-1 1x3.03x1.2x0.15 0.545 cu.m WW-US-2 1x3.03x1.2x0.15 0.545 cu.m WW-DS-1 1x3.03x0.9x0.15 0.409 cu.m WW-DS-2 1x3.03x0.9x0.15 0.409 cu.m HWE 2x3.573x1.4919x0.15 1.599 cu.m HWE-2 0x2.1x0.9x0.15 0.000 cu.m Apron 1x10x4.5x 0.000 cu.m TW 1x10x0.6x0.15 0.900 cu.m

Total 14.907 cu.m. Labour @ Rs. 188 Cu.m. Labour 2802.52 @Rs. 1793 Cu.m. Rs. 26728.25

97

121 3 Random Rubble stone masonry for foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

NREGS-L

120 HW 1x10x2.3x(1.8-0.3) 34.500 cu.m

Other-L 228 HW-plinth 1x10x2.3x0.3 6.900 cu.m Total- 1007 SideWall with US

2x7.5x1.2x(1.8-0.15) 29.700 cu.m WW-US-1 1x3.03x1.2x(1.8-0.15) 5.999 cu.m WW-US-2 1x3.03x1.2x(1.8-0.15) 5.999 cu.m WW-DS-1 1x3.03x0.9x(1.2-0.15) 2.863 cu.m WW-DS-2 1x3.03x0.9x(1.2-0.15) 2.863 cu.m HWE 2x3.573x1.4919x(3-0.15) 30.384 cu.m HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m TW 1x10x0.6x(0.96-0.15) 4.860 cu.m Total 124.068 cu.m. Labour @ Rs. 270.00 Cu.m. Labour 33498.36 @Rs. 1469 Cu.m. Rs. 182255.89 4 Random rubble stone masonry in

superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm

NREGS-L

120 HW 1x10x[(0.7+2.3)/2]x1.673 25.095 cu.m.

Other-L 228 SideWall with US 2x7.5x[(0.45+1.2)/2]x3.423 42.360 cu.m. Total- 1007 WW-US-1

1x3.03x[(0.45+1.2)/2]x[(3.423+3.423)/2] 8.557 cu.m.

WW-US-2

1x3.03x[(0.45+1.2)/2]x[(3.423+3.423)/2] 8.557 cu.m.

WW-DS-1

1x3.03x[(0.45+0.9)/2]x[(3.423+1.2)/2] 4.728 cu.m WW-DS-2 1x3.03x[(0.45+0.9)/2]x[(3.423+1.2)/2] 4.728 cu.m HWE 2x3.573x[(0.45+1.4919)/2]x3.423 23.750 cu.m

HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m TW 1x10x[(0.45+0.6)/2]x0.45 2.363 cu.m

Total 120.138 cu.m

Labour @ Rs. 270.00 Cu.m. Labour 32437.26

98

@Rs. 1469 Cu.m. Rs. 176482.72 68¼v½ 5 Plaster on new surface on walls in

cement sand mortar 1:6 including racking of joint etc. complete fine finished :

(a) 25mm Thick

(a) 25mm Thick

HW 1x10x[(1.8-0.3+0.3)+1.673+[Sqrt{(1.673^2)+((2.3-0.7)^2)}]] 57.879 Sq.m. NREGS-L

13 SideWall with US 2x7.5x[(1.8-0.15)+3.423] 76.095 Sq.m.

Other-L 42.4 WW-US-1 1x3.03x[(3.423+3.423)/2] 10.372 Sq.m. Total- 89 WW-US-2 1x3.03x[(3.423+3.423)/2] 10.372 Sq.m.

WW-DS-1 1x3.03x[(3.423+1.2)/2] 7.004 Sq.m. WW-DS-2 1x3.03x[(3.423+1.2)/2] 7.004 Sq.m. TW 2x10x0.45 9.000 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 177.726 Sq.m. Labour @ Rs. 51.50 Sq.m. Labour 9152.89 @Rs. 111.00 Sq.m. Rs. 19727.59 119¼v½ 6 Earth Filling including watering

ramming consolidation and dressing complete including all.

NREGS-L

50

Other-L 56 Deduction as per item No.1

-162.513 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[7.5+(7.5+3.03)]/2x2.62398x3.423 161.943 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total 100.212 Cu.m. Labour @ Rs. 57.00 Cu.m. Labour 5712.08 @Rs. 57.00 Cu.m. Rs. 5712.08

99

123 7 Providing and laying cement concrete including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.


183 HW 10x0.7x0.1 0.700 cu.m

Other-L 223.6 Coping [3.03+3.03+3.03+3.03]x0.45x0.05 0.273 cu.m Total- 2147 SideWall with US 2x7.5x0.45x0.05 0.338 cu.m Apron 10x4.5x0.1 4.500 cu.m TW 10x0.45x0.1 0.450 cu.m HWE 2x3.573x0.45x0.05 0.161 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m Total 6.422 cu.m. Labour @ Rs. 236.2 Cu.m. Labour 1516.88 @Rs. 2436 Cu.m. Rs. 15643.99 85 8 Supply & Spreading quary rubbish

under pitching (Item No.-85) NREGS-L

45

Other-L 59.4 25x2.019x0.10 5.048 cu.m Total- 157 25x2.019x0.10 5.048 cu.m Total 10.095 cu.m Labour @ Rs. 65.00 Cu.m. Labour 656.18 @Rs. 235.00 Cu.m. Rs. 2372.33 100¼c½ 9 Random rubble stone kharanja under

floor in CM 1:6 as per GKN Rates NREGS-L

32 Apron 10x4.5 45.000 Sqm

Other-L 68 Total 45.000 Sqm Total- 194 Labour @ Rs. 82.00 sqm Labour 3690.00 @Rs. 304.00 sqm Rs. 13680.00

100

10 Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S Side with all lead & lift

NREGS-L

100 1x10x0.45x1.8 8.100 cum

Other-L 100 Total- 200 Total 8.100 cum Labour @ Rs. 100.00 Cu.m. Labour 810.00

@Rs. 200.00 Cu.m. Rs. 1620.00 124 11 RR Dry Stone Pitching of Course

Rubble NREGS-L

50 25x2.02 x 0.23 11.615 cum

Other-L 109.4 25x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum

Labour @ Rs. 132.50 Cu.m. Labour 3077.98 @Rs. 852.00 Cu.m. Rs. 19791.96

46 12 S/F Anchor Bars of Dia.16mm 1.20

Mtr C/C in zig-zag way from foundation to upto top of Super Structure

NREGS-L

1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 Kgs Total- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs Total 0.000 Kgs Labour @ Rs. 3.50 Cu.m. Labour 0.00 @Rs. 49.60 Cu.m. Rs. 0.00 1.428571429 TOTAL Rs. 485466.53 Add. 3% Cont. Rs. 14564.00 A- Grand Total Rs. 500030.53 B- Labour Rs. 114806.00

101

C- Add 30% reduction in task as per order of

govt. Rs. 0.00 D-

Total Cost ( A+ C ) 500030.53

Say Rs. 500000.00

LABOUR (B+C) Rs. 114806.00 MATERIAL . Rs. 385194.00 Note - 1-Foundation depth should not be more than 1.80 Mtr.

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 500000.00 Name of Work - ,fudV fuekZ.k 10 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh

Gram- AS No.- GP- Date- PS- >kykokM+ Amount-

102

Work CODE - Time of Completetion-

Location- & River/Nala/W.Weir NALA Scheme- IWMP TASK Red % COT Required Y/N - N 30 B H 0.6 0.6 AREA in Hact. 150 Hact. Over Burden 1.2 Crest Length 10 Mtr. D/S Wing Wall

Additional Length 1 Designed Length 2.03

Height of Anicut 1.673 Mtr. U/S Wing Wall Additional Length 1 Designed Length 2.03

Plinth Ht. Of HW 0.3 Mtr. Top Width of Side Wall & W.Wall 0.45

Fetch Length 0.5 Km TW - Top Width 0.45 Density of Masonary-p 2.3 t/cum TW Ht 0.45 Depth of Foundation 1.8 Mtr. Note - Please do not disturb the white Cells & Black Fonts Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2 HW 1 10 2.6 1.8 0.3 2.3 0.7 1.673 SideWall with US 2 7.5 1.2 1.8 0.15 1.2 0.45 3.423 WW-US-1 1 3.03 1.2 1.8 0.15 1.2 0.45 3.423 3.423

WW-US-2 1 3.03 1.2 1.8 0.15 1.2 0.45 3.423 3.423

WW-DS-1 1 3.03 0.9 1.2 0.15 0.9 0.45 3.423 1.2 WW-DS-2 1 3.03 0.9 1.2 0.15 0.9 0.45 3.423 1.2 HWE 2 3.573 1.4919 3 0.15 1.4919 0.45 3.423 3.423 HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6 Apron 1 10 4.5 0 TW 1 10 0.6 0.96 0.15 0.6 0.45 0.45 Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0 Embk-2 25 1.875 4.375 1 1.5 0 Pitching Y/N y COST 500000.00 Pitching Thick. 0.23

103

Coping on WW 0.05 Note - Coping on HW 0.1 Please do not disturb the white Cells & Black Fonts CC in Apron 0.1

HYDAULIC DESIGN

Q = CIA/36

C - Runoff Coffieient 0.3 Runoff Coffieient for SOIL

Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1 A - Area in Hact. 150 Alluvial 0.4 0.35 0.3 Black Cotton 0.5 0.45 0.4 Q= 11.25 Cum/Sec Q = CA3/4 C = 11.4 11.4 A - Area in SqKm 1.5

Q= 15.452 Cum/Sec

Discharge Max.of both Q= 15.452 Cum/Sec Depth of Flow(Flood Lift) Q=CdLh3/2 Cd -Cofficient of discharge for broad crested weir 1.71 L - Crest Length 10 hf=(Q/CdL)3/2 hf= 0.935 Mtr. Say 0.9 Mtr. Free Board - Hf fb=hw hw=0.384(F)1/2+0.763-0.217(F)1/4 F - Fetch Length in Km 0.5

104

hw= 0.852 Mtr.

Say 0.85 Mtr. Hf = h + hw 1.75 Mtr. Say 1.8 Mtr.

STRUCTURAL DESIGN Head Wall

Bottom Width b = (H+hf)/(p-1)1/2 2.26 Mtr. Say 2.3 Mtr.

Top Width a = b - ( 0.80 x H) 0.9616 Mtr. a = 0.55 x (H)1/2 0.71

Say 0.7 Mtr. Width of Concrete Bed = b + 0.3 2.6 Mtr.

Head Wall Extenion

Length = H + h + 1.00 3.573 Mtr.

Top Width 0.45 Mtr. Bottom Width = 0.45+0.30( H + FreeBoard) 1.4919 Mtr.

Depth of Foundation =1.8+Over Burden 3 Mtr.

Length of Apron = 0.696 x C x (H)1/2

C- Bligh's Cofficient=5 4.5 Mtr. Say 4.5 Mtr.

Thickness of Apron

t = (H/1.811)1/2 0.96 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.

Side Wall Length= 1.75H+0.75h+0.45 4.05275 Mtr.

Adopt Length of Side Wall=Apron 4.5 Mtr. Height at Head Wall extenion Junction

H+Flood Lift+FreeBoard 3.423 Mtr. Height at Wing Wall Junction

1.50 x Flood Lift 1.35 Mtr.

Top Width 0.45 Mtr.

105

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.17 Mtr. Say 1.2 Mtr. D/S Wing Wall

Length =2.25 x Flood Lift 2.03 Mtr. Length 3.03 Mtr. Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.86 Mtr. Adopt 0.9 Mtr.

Height= 1.50 x Flood Lift 1.35 Mtr. U/S Wing Wall



Height = H+ Flood Lift+ Free Board 3.423 Mtr.

Toe Wall Top Width 0.45 Mtr. Height 0.45 Mtr.

Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr. Adopt 0.6 Mtr. Depth of Foundation= Thickness of Apron Calculated 0.96 Mtr.

FORCES Vertical Forces Horizontal Forces Lever arm

from Toe Moment at Toe

V H Mr Mo W1=axHxLxp 0.7x1.673x1x2.3 2.69 1.95 5.25

W2=1/2(b-a)xHxLxp 1/2x(2.3-0.7)x1.673x1x2.3 3.07832 1.07 3.29

W3=aXhxLxw 0.7x0.9x1x1 0.63 1.95 1.23 P1=wxh X H 1x0.9x2.3 2.07 0.8365 1.73 P2=wx(H x H)/2 1x(1.673x1.673)/2 1.3994645 0.56 0.78

U=CxwHxb/2 0.50x1x1.673x2.3/2 -0.961975 1.53 1.47

TOTAL 5.44 3.47 9.77 3.98

CHECK FORMULA VALUES LIMITS REMARK

106

Over Turning ∑Mr / ∑Mo 9.77 / 3.98 2.45 >1.5 SAFE Sliding µ∑V / ∑H 0.65x5.439875 / 3.4694645 1.02 >1 SAFE Stress at Toe (∑V/b)x(1+6e/b) (5.439875/2.3)x{1+(6x0.09/2.3)} 2.92 <10 SAFE Stress at Heel (∑V/b)x(1-6e/b) (5.439875/2.3)x{1-(6x0.09/2.3)} 1.81 >0 >0 SAFE Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.3/2)-(5.79/5.439875) 0.09 <0.38 <b/6 SAFE

Location - &

U/S WW PLAN

3.03

3.00

10.00

0.70 2.30

7.50 3.57

Side Wall

HWE APRON 4.50

0.45

D/S WW 3.03

107

0.70

0.45

69

0.45 Work CODE

0 3.423

1.20 1.80

0.15 CC J.En. A.En./ Ex.En. X-Side Wall

108

Estimate No. 11 DETAILED - ESTIMATE (Anicut)

Work CODE





(a) Ordinary Rock

NREGS-L

125 HW 1x15x(2.7+0.45)x1.8 85.050 cu.m



1x2.8x1.2x1.8 6.048 cu.m WW-DS-1

1x2.8x0.9x1.2 3.024 cu.m WW-DS-2 1x2.8x0.9x1.2 3.024 cu.m HWE 2x3.742x1.5426x(3+1.942) 57.054 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x15x4.9x0 0.000 cu.m TW 1x15x0.6x1.04 9.360 cu.m

109

Hard soil + Hard Rock Total 203.736 cu.m Labour @ Rs. 132 Cu.m. Labour 26893.15 @Rs. 132 Cu.m. Rs. 26893.15 Note : Add Extra Lift qt.@8/- cum 122¼v½ 2 Providing and laying cement concrete



213 HW 1x15x2.7x0.3 12.150 cu.m

Other-L 231 COT 0.000 cu.m Total- 1482 SideWall with US 2x7.9x1.2x0.15 2.844 cu.m WW-US-1 1x2.8x1.2x0.15 0.504 cu.m WW-US-2 1x2.8x1.2x0.15 0.504 cu.m WW-DS-1 1x2.8x0.9x0.15 0.378 cu.m WW-DS-2 1x2.8x0.9x0.15 0.378 cu.m HWE 2x3.742x1.5426x0.15 1.732 cu.m HWE-2 0x2.1x0.9x0.15 0.000 cu.m Apron 1x15x4.9x 0.000 cu.m TW 1x15x0.6x0.15 1.350 cu.m

Total 19.840 cu.m. Labour @ Rs. 188 Cu.m. Labour 3729.92 @Rs. 1793 Cu.m. Rs. 35573.12 121 3 Random Rubble stone masonry for

foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

NREGS-L

120 HW 1x15x2.4x(1.8-0.3) 54.000 cu.m


2x7.9x1.2x(1.8-0.15) 31.284 cu.m

110

WW-US-1 1x2.8x1.2x(1.8-0.15) 5.544 cu.m WW-US-2 1x2.8x1.2x(1.8-0.15) 5.544 cu.m WW-DS-1 1x2.8x0.9x(1.2-0.15) 2.646 cu.m WW-DS-2 1x2.8x0.9x(1.2-0.15) 2.646 cu.m HWE 2x3.742x1.5426x(3-0.15) 32.903 cu.m HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m TW 1x15x0.6x(1.04-0.15) 8.010 cu.m Total 153.377 cu.m. Labour @ Rs. 270.00 Cu.m. Labour 41411.79 @Rs. 1469 Cu.m. Rs. 225310.81 4 Random rubble stone masonry in


NREGS-L

120 HW 1x15x[(0.8+2.4)/2]x1.942 46.608 cu.m.


1x2.8x[(0.45+1.2)/2]x[(3.592+3.592)/2] 8.298 cu.m.

WW-US-2

1x2.8x[(0.45+1.2)/2]x[(3.592+3.592)/2] 8.298 cu.m.

WW-DS-1



Total 149.409 cu.m




(a) 25mm Thick



111




NREGS-L

50


-203.736 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[7.9+(7.9+2.8)]/2x2.4248x3.592 162.004 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total 59.050 Cu.m. Labour @ Rs. 57.00 Cu.m. Labour 3365.85 @Rs. 57.00 Cu.m. Rs. 3365.85 123 7 Providing and laying cement concrete

including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.


183 HW 15x0.8x0.1 1.200 cu.m

Other-L 223.6 Coping [2.8+2.8+2.8+2.8]x0.45x0.05 0.252 cu.m Total- 2147 SideWall with US 2x7.9x0.45x0.05 0.356 cu.m Apron 15x4.9x0.1 7.350 cu.m TW 15x0.45x0.1 0.675 cu.m HWE 2x3.742x0.45x0.05 0.168 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m

112

Total 10.001 cu.m. Labour @ Rs. 236.2 Cu.m. Labour 2362.24 @Rs. 2436 Cu.m. Rs. 24362.44 85 8 Supply & Spreading quary rubbish


45



32 Apron 15x4.9 73.500 Sqm

Other-L 68 Total 73.500 Sqm Total- 194 Labour @ Rs. 82.00 sqm Labour 6027.00 @Rs. 304.00 sqm Rs. 22344.00 10 Filling of Black Cotton Soil with

watering & Ramming copmlete in jhiri U/S Side with all lead & lift

NREGS-L

100 1x15x0.45x1.8 12.150 cum



Rubble NREGS-L

50 25x2.02 x 0.23 11.615 cum

Other-L 109.4 25x2.02 x 0.23 11.615 cum

113

Total- 469

Total 23.230 cum




NREGS-L

1

No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 Kgs Total- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs Total 0.000 Kgs Labour @ Rs. 3.50 Cu.m. Labour 0.00 @Rs. 49.60 Cu.m. Rs. 0.00 1.42857 TOTAL Rs. 606759.62 Add. 3% Cont. Rs. 18202.79 A- Grand Total Rs. 624962.41 B- Labour Rs. 140602.00


govt. Rs. 0.00 D-

Total Cost ( A+ C ) 624962.41

Say Rs. 625000.00



114

J.En. A.En./ Ex.En.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 625000.00

Name of Work - ,fudV fuekZ.k 15 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh

Gram- AS No.-

GP- Date-

PS- >kykokM+ Amount-


Location- & River/Nala/W.Weir NALA Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6 AREA in Hact. 180 Hact. Over Burden 1.2 Crest Length 15 Mtr. D/S Wing Wall

Additional Length 1 Designed Length 1.8



Fetch Length 0.5 Km TW - Top Width 0.45 Density of Masonary-p 2.3 t/cum TW Ht 0.45

115

Depth of Foundation 1.8 Mtr. Note - Please do not disturb the white Cells & Black Fonts Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2 HW 1 15 2.7 1.8 0.3 2.4 0.8 1.942 SideWall with US 2 7.9 1.2 1.8 0.15 1.2 0.45 3.592 WW-US-1 1 2.8 1.2 1.8 0.15 1.2 0.45 3.592 3.592

WW-US-2 1 2.8 1.2 1.8 0.15 1.2 0.45 3.592 3.592

WW-DS-1 1 2.8 0.9 1.2 0.15 0.9 0.45 3.592 1.2 WW-DS-2 1 2.8 0.9 1.2 0.15 0.9 0.45 3.592 1.2 HWE 2 3.742 1.5426 3 0.15 1.5426 0.45 3.592 3.592 HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6 Apron 1 15 4.9 0 TW 1 15 0.6 1.04 0.15 0.6 0.45 0.45 Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0 Embk-2 25 1.875 4.375 1 1.5 0 Pitching Y/N y COST 625000.00 Pitching Thick. 0.23 Coping on WW 0.05 Note - Coping on HW 0.1 Please do not disturb the white Cells & Black Fonts CC in Apron 0.1

HYDAULIC DESIGN Q = CIA/36



116


Q= 17.716 Cum/Sec


hw= 0.852 Mtr.






117

Head Wall Extenion

Length = H + h + 1.00 3.742 Mtr.


Depth of Foundation =1.8+Over Burden 3 Mtr.



Thickness of Apron

t = (H/1.811)1/2 1.04 Mtr.






Top Width 0.45 Mtr.





118






FORCES Vertical Forces Horizontal Forces Lever arm from Toe

Moment at Toe V H Mr Mo

W1=axHxLxp 0.8x1.942x1x2.3 3.57 2 7.15

W2=1/2(b-a)xHxLxp 1/2x(2.4-0.8)x1.942x1x2.3 3.57328 1.07 3.82

W3=aXhxLxw 0.8x0.8x1x1 0.64 2 1.28 P1=wxh X H 1x0.8x2.3 1.84 0.971 1.79 P2=wx(H x H)/2 1x(1.942x1.942)/2 1.885682 0.65 1.23

U=CxwHxb/2 0.50x1x1.942x2.4/2 -1.1652 1.6 1.86

TOTAL 6.62 3.73 12.25 4.88

CHECK FORMULA VALUES LIMITS REMARK Over Turning ∑Mr / ∑Mo 12.25 / 4.88 2.51 >1.5 SAFE Sliding µ∑V / ∑H 0.65x6.62136 / 3.725682 1.16 >1 SAFE Stress at Toe (∑V/b)x(1+6e/b) (6.62136/2.4)x{1+(6x0.09/2.4)} 3.38 <10 SAFE Stress at Heel (∑V/b)x(1-6e/b) (6.62136/2.4)x{1-(6x0.09/2.4)} 2.14 >0 >0 SAFE Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.4/2)-(7.37/6.62136) 0.09 <0.4 <b/6 SAFE Location - &

U/S WW PLAN

119

2.80

3.00

15.00

0.80 2.40

7.90 3.74

Side Wall

HWE APRON 4.90

0.45

D/S WW

2.80

0.80

0.45

69

0.45 Work CODE

0

120

3.592

1.20 1.80

0.15 CC X-Side Wall


Work CODE



Component

121

2¼n½ 1 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

(a) Ordinary Rock

NREGS-L

125 HW 1x20x(2.6+0.45)x1.9 115.900 cu.m



1x2.13x1.1x1.9 4.452 cu.m WW-DS-1

1x2.13x0.9x1.2 2.300 cu.m WW-DS-2 1x2.13x0.9x1.2 2.300 cu.m HWE 2x3.603x1.5009x(3.1+2.103) 56.273 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x20x5.1x0 0.000 cu.m TW 1x20x0.6x1.08 12.960 cu.m Hard soil + Hard Rock Total 232.495 cu.m Labour @ Rs. 132 Cu.m. Labour 30689.34 @Rs. 132 Cu.m. Rs. 30689.34 Note : Add Extra Lift qt.@8/- cum 122¼v½ 2 Providing and laying cement concrete



213 HW 1x20x2.6x0.3 15.600 cu.m


122

Total- 1482 SideWall with US 2x8.1x1.1x0.15 2.673 cu.m WW-US-1 1x2.13x1.1x0.15 0.351 cu.m WW-US-2 1x2.13x1.1x0.15 0.351 cu.m WW-DS-1 1x2.13x0.9x0.15 0.288 cu.m WW-DS-2 1x2.13x0.9x0.15 0.288 cu.m HWE 2x3.603x1.5009x0.15 1.622 cu.m HWE-2 0x2.1x0.9x0.15 0.000 cu.m Apron 1x20x5.1x 0.000 cu.m TW 1x20x0.6x0.15 1.800 cu.m



NREGS-L

120 HW 1x20x2.3x(1.9-0.3) 73.600 cu.m


2x8.1x1.1x(1.9-0.15) 31.185 cu.m WW-US-1 1x2.13x1.1x(1.9-0.15) 4.100 cu.m WW-US-2 1x2.13x1.1x(1.9-0.15) 4.100 cu.m WW-DS-1 1x2.13x0.9x(1.2-0.15) 2.013 cu.m WW-DS-2 1x2.13x0.9x(1.2-0.15) 2.013 cu.m HWE 2x3.603x1.5009x(3.1-0.15) 31.906 cu.m HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m TW 1x20x0.6x(1.08-0.15) 11.160 cu.m Total 173.877 cu.m. Labour @ Rs. 270.00 Cu.m. Labour 46946.79 @Rs. 1469 Cu.m. Rs. 255425.31 4 Random rubble stone masonry in


123

NREGS-L

120 HW 1x20x[(0.6+2.3)/2]x2.103 60.987 cu.m.


1x2.13x[(0.45+1.1)/2]x[(3.453+3.453)/2] 5.700 cu.m.

WW-US-2

1x2.13x[(0.45+1.1)/2]x[(3.453+3.453)/2] 5.700 cu.m.

WW-DS-1



Total 151.425 cu.m




(a) 25mm Thick






NREGS-L

50

124


-232.495 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[8.1+(8.1+2.13)]/2x1.84458x3.453 116.750 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total -14.963 Cu.m. Labour @ Rs. 57.00 Cu.m. Labour 0.00 @Rs. 57.00 Cu.m. Rs. 0.00 123 7 Providing and laying cement concrete



183 HW 20x0.6x0.1 1.200 cu.m

Other-L 223.6 Coping [2.13+2.13+2.13+2.13]x0.45x0.05 0.192 cu.m Total- 2147 SideWall with US 2x8.1x0.45x0.05 0.365 cu.m Apron 20x5.1x0.1 10.200 cu.m TW 20x0.45x0.1 0.900 cu.m HWE 2x3.603x0.45x0.05 0.162 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m Total 13.019 cu.m. Labour @ Rs. 236.2 Cu.m. Labour 3075.09 @Rs. 2436 Cu.m. Rs. 31714.28 85 8 Supply & Spreading quary rubbish


45

Other-L 59.4 25x2.019x0.10 5.048 cu.m Total- 157 25x2.019x0.10 5.048 cu.m Total 10.095 cu.m Labour @ Rs. 65.00 Cu.m. Labour 656.18 @Rs. 235.00 Cu.m. Rs. 2372.33

125

100¼c½ 9 Random rubble stone kharanja under floor in CM 1:6

as per GKN Rates NREGS-L

32 Apron 20x5.1 102.000 Sqm



NREGS-L

100 1x20x0.45x1.9 17.100 cum



Rubble NREGS-L

50 25x2.02 x 0.23 11.615 cum

Other-L 109.4 25x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum




NREGS-L

1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 Kgs Total- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs

126

Total 0.000 Kgs Labour @ Rs. 3.50 Cu.m. Labour 0.00 @Rs. 49.60 Cu.m. Rs. 0.00 1.42857 TOTAL Rs. 667032.02 Add. 3% Cont. Rs. 20010.96 A- Grand Total Rs. 687042.98 B- Labour Rs. 153167.00


govt. Rs. 0.00 D-

Total Cost ( A+ C ) 687042.98

Say Rs. 687000.00



Note - COST


Name of Work - ,fudV fuekZ.k k20 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh

Gram- AS No.-

GP- Date-



127

Location- & River/Nala/W.Weir NALA Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6 AREA in Hact. 120 Hact. Over Burden 1.2 Crest Length 20 Mtr. D/S Wing Wall Additional

Length 1 Designed Length 1.13

Height of Anicut 2.103 Mtr. U/S Wing Wall Additional Length 1 Designed

Length 1.13


Fetch Length 0.5 Km TW - Top Width 0.45 Density of Masonary-p 2.3 t/cum TW Ht 0.45 Depth of Foundation 1.9 Mtr. Note - Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2

HW 1 20 2.6 1.9 0.3 2.3 0.6 2.103 SideWall with US 2 8.1 1.1 1.9 0.15 1.1 0.45 3.453 WW-US-1 1 2.13 1.1 1.9 0.15 1.1 0.45 3.453 3.453

WW-US-2 1 2.13 1.1 1.9 0.15 1.1 0.45 3.453 3.453

WW-DS-1 1 2.13 0.9 1.2 0.15 0.9 0.45 3.453 1.2 WW-DS-2 1 2.13 0.9 1.2 0.15 0.9 0.45 3.453 1.2 HWE 2 3.603 1.5009 3.1 0.15 1.5009 0.45 3.453 3.453 HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6 Apron 1 20 5.1 0 TW 1 20 0.6 1.08 0.15 0.6 0.45 0.45 Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0 Embk-2 25 1.875 4.375 1 1.5 0 Pitching Y/N y COST 687000.00 Pitching Thick. 0.23 Coping on WW 0.05 Note -

128

Coping on HW 0.1 Please do not disturb the white Cells & Black Fonts CC in Apron 0.1

HYDAULIC DESIGN

Q = CIA/36



I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1 A - Area in Hact. 120 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Q= 9 Cum/Sec Q = CA3/4 C = 11.4 11.4 A - Area in SqKm 1.2

Q= 13.07 Cum/Sec


129

hw= 0.852 Mtr.






Head Wall Extenion

Length = H + h + 1.00 3.603 Mtr.


Depth of Foundation =1.9+Over Burden 3.1 Mtr.



Thickness of Apron

t = (H/1.811)1/2 1.08 Mtr.






130

Top Width 0.45 Mtr.










FORCES Vertical Forces Horizontal Forces Lever arm from Toe

Moment at Toe V H Mr Mo

W1=axHxLxp 0.6x2.103x1x2.3 2.90 2 5.8

W2=1/2(b-a)xHxLxp 1/2x(2.3-0.6)x2.103x1x2.3 4.111365 1.13 4.65

W3=aXhxLxw 0.6x0.5x1x1 0.3 2 0.6 P1=wxh X H 1x0.5x2.3 1.15 1.0515 1.21 P2=wx(H x H)/2 1x(2.103x2.103)/2 2.2113045 0.7 1.55

U=CxwHxb/2 0.50x1x2.103x2.3/2 -1.209225 1.53 1.85

131

TOTAL 6.10 3.36 11.05 4.61

CHECK FORMULA VALUES LIMITS REMARK Over Turning ∑Mr / ∑Mo 11.05 / 4.61 2.4 >1.5 SAFE Sliding µ∑V / ∑H 0.65x6.10428 / 3.3613045 1.18 >1 SAFE Stress at Toe (∑V/b)x(1+6e/b) (6.10428/2.3)x{1+(6x0.1/2.3)} 3.35 <10 SAFE Stress at Heel (∑V/b)x(1-6e/b) (6.10428/2.3)x{1-(6x0.1/2.3)} 1.96 >0 >0 SAFE Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.3/2)-(6.44/6.10428) 0.1 <0.38 <b/6 SAFE

Location - &

U/S WW PLAN

2.13

3.00

20.00

0.60 2.30

8.10 3.60

Side Wall

HWE

APRON 5.10

0.45

D/S WW

2.13

132

0.60

0.45

69

0.45 Work CODE

0 3.453

1.10

1.90

0.15 CC X-Side Wall

133


Work CODE





(a) Ordinary Rock

NREGS-L

125 HW 1x25x(2.7+0.45)x1.86 146.475 cu.m


Total- 131 SideWall with US 2x8x1.2x1.86 35.712 cu.m WW-US-1 1x2.58x1.2x1.86 5.759 cu.m WW-US-2

1x2.58x1.2x1.86 5.759 cu.m WW-DS-1

1x2.58x0.9x1.2 2.786 cu.m WW-DS-2 1x2.58x0.9x1.2 2.786 cu.m HWE 2x3.775x1.5525x(3.06+2.075) 60.189 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x25x5x0 0.000 cu.m TW 1x25x0.6x1.07 16.050 cu.m

134

Hard soil + Hard Rock Total 275.516 cu.m Labour @ Rs. 132 Cu.m. Labour 36368.11 @Rs. 132 Cu.m. Rs. 36368.11 Note : Add Extra Lift qt.@8/- cum 122¼v½ 2 Providing and laying cement concrete



213 HW 1x25x2.7x0.3 20.250 cu.m

Other-L 231 COT 0.000 cu.m Total- 1482 SideWall with US 2x8x1.2x0.15 2.880 cu.m WW-US-1 1x2.58x1.2x0.15 0.464 cu.m WW-US-2 1x2.58x1.2x0.15 0.464 cu.m WW-DS-1 1x2.58x0.9x0.15 0.348 cu.m WW-DS-2 1x2.58x0.9x0.15 0.348 cu.m HWE 2x3.775x1.5525x0.15 1.758 cu.m HWE-2 0x2.1x0.9x0.15 0.000 cu.m Apron 1x25x5x 0.000 cu.m TW 1x25x0.6x0.15 2.250 cu.m



NREGS-L

120 HW 1x25x2.4x(1.86-0.3) 93.600 cu.m


2x8x1.2x(1.86-0.15) 32.832 cu.m WW-US-1 1x2.58x1.2x(1.86-0.15) 5.294 cu.m

135

WW-US-2 1x2.58x1.2x(1.86-0.15) 5.294 cu.m WW-DS-1 1x2.58x0.9x(1.2-0.15) 2.438 cu.m WW-DS-2 1x2.58x0.9x(1.2-0.15) 2.438 cu.m HWE 2x3.775x1.5525x(3.06-0.15) 34.109 cu.m HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m TW 1x25x0.6x(1.07-0.15) 13.800 cu.m Total 207.805 cu.m. Labour @ Rs. 270.00 Cu.m. Labour 56107.35 @Rs. 1469 Cu.m. Rs. 305265.55 4 Random rubble stone masonry in


NREGS-L

120 HW 1x25x[(0.7+2.4)/2]x2.075 80.406 cu.m.

Other-L 228 SideWall with US 2x8x[(0.45+1.2)/2]x3.625 47.850 cu.m. Total- 1007 WW-US-1

1x2.58x[(0.45+1.2)/2]x[(3.625+3.625)/2] 7.716 cu.m.

WW-US-2

1x2.58x[(0.45+1.2)/2]x[(3.625+3.625)/2] 7.716 cu.m.

WW-DS-1



Total 185.399 cu.m




(a) 25mm Thick


13 SideWall with US 2x8x[(1.86-0.15)+3.625] 85.360 Sq.m.

Other-L 42.4 WW-US-1 1x2.58x[(3.625+3.625)/2] 9.353 Sq.m.

136

Total- 89 WW-US-2 1x2.58x[(3.625+3.625)/2] 9.353 Sq.m.



NREGS-L

50


-275.516 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[8+(8+2.58)]/2x2.23428x3.625 150.484 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total -24.250 Cu.m. Labour @ Rs. 57.00 Cu.m. Labour 0.00 @Rs. 57.00 Cu.m. Rs. 0.00 123 7 Providing and laying cement concrete



183 HW 25x0.7x0.1 1.750 cu.m

Other-L 223.6 Coping [2.58+2.58+2.58+2.58]x0.45x0.05 0.232 cu.m Total- 2147 SideWall with US 2x8x0.45x0.05 0.360 cu.m Apron 25x5x0.1 12.500 cu.m TW 25x0.45x0.1 1.125 cu.m HWE 2x3.775x0.45x0.05 0.170 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m Total 16.137 cu.m.

137

Labour @ Rs. 236.2 Cu.m. Labour 3811.56 @Rs. 2436 Cu.m. Rs. 39309.73 85 8 Supply & Spreading quary rubbish


45



32 Apron 25x5 125.000 Sqm



NREGS-L

100 1x25x0.45x1.86 20.925 cum



Rubble NREGS-L

50 25x2.02 x 0.23 11.615 cum

Other-L 109.4 25x2.02 x 0.23 11.615 cum

138

Total- 469

Total 23.230 cum


46 12 S/F Anchor Bars of Dia.16mm 1.20 Mtr

C/C in zig-zag way from foundation to upto top of Super Structure

NREGS-L

1 No. of Bars

T-Length

T-Weight

Other-L 2.8 Anchor Bars 0 0 0 Kgs Total- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs Total 0.000 Kgs Labour @ Rs. 3.50 Cu.m. Labour 0.00 @Rs. 49.60 Cu.m. Rs. 0.00 1.42857142

9 TOTAL Rs. 803008.14 Add. 3% Cont. Rs. 24090.24 A- Grand Total Rs. 827098.38 B- Labour Rs. 183508.00


govt. Rs. 0.00 D-

Total Cost ( A+ C ) 827098.38

Say Rs. 827000.00



139

J.En. A.En./ Ex.En.

Note - COST


Name of Work - ,fudV fuekZ.k 25 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh

Gram- AS No.-

GP- Date-



Location- & River/Nala/W.Weir NALA

Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6

AREA in Hact. 250 Hact. Over Burden 1.2

Crest Length 25 Mtr. D/S Wing Wall Additional Length 1 Designed Length 1.58


140


Fetch Length 0.5 Km TW - Top Width 0.45 Density of Masonary-p 2.3 t/cum TW Ht 0.45

Depth of Foundation 1.86 Mtr. Note - Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base

W.Th-Top SS-H1 SS-H2

HW 1 25 2.7 1.86 0.3 2.4 0.7 2.075 SideWall with US 2 8 1.2 1.86 0.15 1.2 0.45 3.625 WW-US-1 1 2.58 1.2 1.86 0.15 1.2 0.45 3.625 3.625

WW-US-2 1 2.58 1.2 1.86 0.15 1.2 0.45 3.625 3.625

WW-DS-1 1 2.58 0.9 1.2 0.15 0.9 0.45 3.625 1.2 WW-DS-2 1 2.58 0.9 1.2 0.15 0.9 0.45 3.625 1.2 HWE 2 3.775 1.5525 3.06 0.15 1.5525 0.45 3.625 3.625 HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6 Apron 1 25 5 0 TW 1 25 0.6 1.07 0.15 0.6 0.45 0.45 Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0 Embk-2 25 1.875 4.375 1 1.5 0 Pitching Y/N y COST 827000.00 Pitching Thick. 0.23 Coping on WW 0.05 Note - Coping on HW 0.1 Please do not disturb the white Cells & Black Fonts CC in Apron 0.1

141

HYDAULIC DESIGN

Q = CIA/36




Q= 22.665 Cum/Sec

Discharge Max.of both Q= 22.665 Cum/Sec Depth of Flow(Flood Lift) Q=CdLh3/2 Cd -Cofficient of discharge for broad crested weir 1.71 L - Crest Length 25 hf=(Q/CdL)3/2 hf= 0.655 Mtr. Say 0.7 Mtr. Free Board - Hf fb=hw

142

hw=0.384(F)1/2+0.763-0.217(F)1/4 F - Fetch Length in Km 0.5

hw= 0.852 Mtr.






Head Wall Extenion

Length = H + h + 1.00 3.775 Mtr.


Depth of Foundation =1.86+Over Burden 3.06 Mtr.


C- Bligh's Cofficient=5 5.01 Mtr. Say 5 Mtr.

Thickness of Apron

t = (H/1.811)1/2 1.07 Mtr.


143


Adopt Length of Side Wall=Apron 5 Mtr. Height at Head Wall extenion Junction



Top Width 0.45 Mtr.

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.16 Mtr.

Say 1.2 Mtr.

D/S Wing Wall



Height= 1.50 x Flood Lift 1.05 Mtr.

U/S Wing Wall Length =2.25 x Flood Lift 1.58 Mtr.

Length 2.58 Mtr. Top Width 0.45 Mtr.





144

FORCES Vertical Forces Horizontal Forces Lever arm from

Toe Moment at Toe

V H Mr Mo

W1=axHxLxp 0.7x2.075x1x2.3 3.34 2.05 6.85

W2=1/2(b-a)xHxLxp 1/2x(2.4-0.7)x2.075x1x2.3 4.056625 1.13 4.58

W3=aXhxLxw 0.7x0.7x1x1 0.49 2.05 1 P1=wxh X H 1x0.7x2.3 1.61 1.0375 1.67

P2=wx(H x H)/2 1x(2.075x2.075)/2 2.1528125 0.69 1.49

U=CxwHxb/2 0.50x1x2.075x2.4/2 -1.245 1.6 1.99

TOTAL 6.64 3.76 12.43 5.15

CHECK FORMULA VALUES LIMITS REMARK Over Turning ∑Mr / ∑Mo 12.43 / 5.15 2.41 >1.5 SAFE Sliding µ∑V / ∑H 0.65x6.642375 / 3.7628125 1.15 >1 SAFE Stress at Toe (∑V/b)x(1+6e/b) (6.642375/2.4)x{1+(6x0.1/2.4)} 3.46 <10 SAFE Stress at Heel (∑V/b)x(1-6e/b) (6.642375/2.4)x{1-(6x0.1/2.4)} 2.08 >0 >0 SAFE Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.4/2)-(7.28/6.642375) 0.1 <0.4 <b/6 SAFE

145

Location - &

U/S WW PLAN

2.58

3.00

25.00

0.70 2.40

8.00 3.78

Side Wall

HWE APRON 5.00

0.45

D/S WW

2.58

0.70

0.45

69

146

0.45 Work CODE

0 3.625

1.20 1.86

0.15 CC X-Side Wall

ESTIMATE No. 14

147

Name of work :Construction of new talai with wasteweir (DLT)

A Earthwork in excavation in hard soil for bund with initial lead&lift Length 100 TW 2 S.

No. ITEM Detail Unit RATE Amount

Length Top Width Bottom width Ht/Depth Qty

1 Excavation of earth 100 2.00 11.00 3.00 1950.00 cum 85.00 165750.00

2 Lift (50%) 1 975.00 cum 11.00 10725.00

3 Lead (50%) 1 487.50 cum 33.75 16453.13

Total 192928.13

Total A 192928.13

B Construction of west weir at side S.

No. ITEM Detail Qty. Unit RATE Amount

No. L B Ht/Depth 1 Excavation of

earth Head wall

1 10.00 0.90 2.00 18.00

Sidewall 2 4.50 0.60 2.00 10.80 Wingwall 2*2 3.00 0.60 1.20 8.64 Toewall 1 10.00 0.60 0.90 5.40 Apron 1 10.00 3.00 0.75 22.50 65.34 cum 92.00 6011.28

2 CC 1:4:8 Headwall 1 10.00 0.90 0.15 1.35 Sidewall 2 4.50 0.60 0.15 0.81 Wingwall 2*2 3.00 0.60 0.15 1.08 Toewall 1 10.00 0.60 0.15 0.90 Apron 1 10.00 3.00 0.15 4.50 69 8.64 cum 2059.00 17789.76

8 Plaster 1*8*0.6+1*8*0.30 7.20 Sqm 145.00 1044.00 Total 24845.04 Total C

148

TOTAL A+B 217773.17 Add 3% cont. 6533.19495 Grand Total 224306.36

Say 361000

0

Estimate no. 15

ABSTRACT

149

Name of work-Development of Pasture Area 1 ha

S.NO Name of work Cost per Ha Area (Ha) Total for 10ha

1 Construction of Stone wall fencing 1 ha 51700 5 258500

2 Construction of Vegetative Contur Hadge 1 ha 12300 5 61500

3 Plantation of Forest plant 1 ha 42600.00 3 127800

4 Chokidar for Security (3 Years * 12*1*3000) 108000 1 108000

Total 555800

Say (Lacs) 5.55

Estimate NO. 16 Name of Work - Stone wall fancing in pasture

150

Gram - Gram Panchayat -

1 100

S.No Item Length Width Height Qty Unit rate Amt.

1 Stone wall fancing with dry stone masonery

100 0.6+0.45/2 1.2 63 Cum 273.3 17217.9

2 Supply of Stones 0 0 63 Cum 719.7 45341.1

Total 62559.00

3% contigency 1876.77

G.total 64435.77

Say 64400

ESTIMATE NO. 17

Name of work-Construction of V C B

151

Gram - G.P.

Length/Hact 1 130 130

GBSR

a- S ITEM L B H Qty unit Rate Amt

GBSR

S2¼c½ 1 Earth work excavation in hard soil for VCB

130 (1.5+0.6)/2 1.2 163.8 Cum 85 13923

Total 13923.00

Say 12300

152

1

BSR No Sr No Item No Unit Rate Amount

BSR No 167 1 Lineing work of pits 400 RM 0.25 100

BSR No 112 2 Excavation of Pits (Size 45*45*45 cm) Hard Soil 400 No 13.4 5360

PWD BSR H1/1.2.3 3

Cost of Fertilizer (Single super Phasphat / Vermi compost)

80 Kg 4 320

4 Cost of Plant (Market Rate) 400 No 4 1600

BSR No 113 5 Plantation of Plant 400 No 3.00 1200

BSR No 177 6 Transportation of Plants 20 Kms 400 No 0.297 118.8

BSR No - 7 Loading of Plants 400 No 0.34 136

BSR dz-la-

1178

Construction of Thavla Minimum half dia 50 cm (12 times)

4800 No 2.70 12960

BSR dz-la-

1159 Dewatering of Plants (24 times) 9600 No 1.80 17280

PWD BSR H2/1.4.5

10 Cost of Insectiside / Pasticide (2 ml / palnt) 400 No 0.45 180

BSR dz-la- 11 Cost of Chemical Fertilizers for Pits (4 times) 1600 No 0.19 304

BSR dz-la-

11612 Nirai Gudai Work (12 times) 4800 No 1.20 5760

45318.8042600.00Say

ESTIMATE NO. 18Plantation of Forest Plants in Pasture

Gram - Gram Panchayat -

Total

400 no per ha (Spaceing 5*5 mtr)

153

Model estimate unit Estimate no. 19Warmi Composte

So.No Name of work No Length width Hight Qty Unit Rate AmountExcavation 1 12.5 7.5 2 187.5Hard soil

187.55.31 Cum 92 488.35

Brick mesonary 2 11.5 0.75 3 51.752 5 0.75 3 22.5

(1:6) 74.252.10 Cum 2132 4481.50

9 Verms 5 kg 150 750.00Total 5719.85

3% 171.60Total 5891.44

135 say 5900

Abstruct of cost Warmi compost unit

Name of

work

Sr. no Unit cost Project Contribution Total

Warmi

Compost60% 40%

1 Unit 5900 3540 2360 5900 Production

say 0.059 0.0354 0.0236 0.059

Measures

3

Project cost

1

154

MODEL ESTIMATE No. 20

dk;Z dk uke&iihrk Qynkj ikS/kksa dh ;wfuV

;wfuV dk {kS=Qy% 0-20 gSDVs;j¼80 ikS/ks@;wfuV½

Ø-la-a- fooj.k ek=k bdkbZZZ nj jkf'k

45*45*45 lseh eki ds xM~Ms cukuk 80 la[;k 6.75 540.00

l[r]fpduh]

l[r]fpduh]

80*0.45*0.45*0.45

2 xkscj dh [kkn 400 fd-xzk- 2.5 1000.00

3 lqqijQkLQsV 80 fd-xzk- 4.8 384.00

nhed dh jksdFkke gsrq dhVuk'kd nokbZ 10 fd-xzk- 15 150.00

¼,UMkslYQku 4 % pw.kZ½

5 ikS/ks jksi.k djuk 80 la[;k 2.97 237.60

6 ikS/kksa dh dher 80 la[;k 20 1600.00

7 ikS/kks ij yxus okys dhMs edksMks ds fu;aU=.k

gsrq eksuksdzksVksQkWl 36 b-lh

0.25 yhVj 360 90.00

8 ifjogu 0.6 yhVj 80 48.00

9 yksfMax vuyksfMax 0.3 yhVj 80 24.00

;ksx 4073.60

3 izfr'kr dUVkstssUlh 122.21

dqy ;ksx 4195.81

Say 4200

1

4

155

MODEL ESTIMATE No.21

dk;Z dk uke&vukj Qynkj ikS/kksa dh ;wfuV ;wfuV dk {kS=Qy% 0-20 gSDVs;j¼80 ikS/ks@;wfuV½ Ø-la-a- fooj.k ek=k bdkbZZZ nj jkf'k

1 45*45*45 lseh eki ds xM~Ms cukuk 80 la[;k 6.75 540.00

l[r]fpduh]

l[r]fpduh]

80*0.45*0.45*0.45



4 ;wfj;k 20 fd-xzk- 5.6 112.00

5 nhed dh jksdFkke gsrq dhVuk'kd nokbZ 8 fd-xzk- 15 120.00

¼,UMkslYQku 4% pw.kZ½



8 ikS/kks ij yxus okys dhMs edksMks ds fu;aU=.k gsrq eksuksdzksVksQkWl 36 b-

lh

0.25 yhVj 360 90.00

9 ifjogu 0.6 yhVj 80 48.00


;ksx 3867.60


dqy ;ksx 3983.63

Say 4000

156

MODEL ESTIMATE No.22

dk;Z dk uke&uhcwa Qynkj ikS/kksa dh ;wfuV ;wfuV dk {kS=Qy% 0-20 gSDVs;j¼55 ikS/ks@;wfuV½ Ø-la-a- fooj.k ek=k bdkbZZZ nj jkf'k

1 45*45*45 lseh eki ds xM~Ms cukuk 55 la[;k 6.75 371.25

l[r]fpduh]

l[r]fpduh]

80*0.45*0.45*0.45



4 ;wfj;k 6 fd-xzk- 5.6 33.60

5 nhed dh jksdFkke gsrq dhVuk'kd nokbZ 6 fd-xzk- 15 90.00

¼,UMkslYQku 4% pw.kZ½



8 ikS/kks ij yxus okys dhMs edksMks ds fu;aU=.k gsrq eksuksdzksVksQkWl 36 b-lh 0.25 yhVj 360 90.00

9 ifjogu 0.6 yhVj 55 33.00


;ksx 2927.40


dqy ;ksx 3015.22

Say 3000

157

Model Estimate No.23

Forestry Flantation

45x45x45 lseh- eki ds xM~Ms djuk dBksj feV~Vh 400

xM~Ms@gSDVj

100 la[;k 6.8 680.00



3 ifjogu 100 la[;k 0.6 60.00

3 yksfMax vuyksfMax 100 la[;k 0.3 30.00

1567.00

% 47.01

1614.01

Say

1600

158

ABSTRACT OF COST

Name of Work – Home stead kitchen graden

S.No. Name of Vegitable Seed Quantity Rate Amount

1 Tomato 10 gm 200/10gm 200.00

2 Brinjal 10 gm 40/10gm 40.00

3 Lady finger 100 gm 200/500gm 40.00

4 Onion 20 gm 100/100gm 20.00

5 Radish 10 gm 20/10gm 20.00

6 Caaliflower 10 gm 210/10gm 210.00

Total - - 530.00

159

Model Estimate No.24

Name of Work – Crop/Folder Demostration

S. No. No. of

Packt.Kharif Session1. Single crop(i) Maize

0.4 10 1000 30 750 25 140 500 175 1 10 2075Say 2100

(ii) Soyabean 0.4 40 1800 10 250 0 0 500 175 1 10 2235Say 2200

2.IntercroppingUrd 0.4 4 120 40 1000 10 56 500.00 175 2 20 1471+ Maize 1 100 Say 1500

Rabi Session1. Single crop(i) Mustered 0.4 1.50 90 25.00 625 40 224 500.00 175 1 10 1124

Say 1100(ii) Coriander 0.4 5 200 30 750 25 140 500.00 175 1 10 1275

Say 13002.IntercroppingMustered 0.4 0.5 30 40 1000 80 448 500.00 175 2 20 2333+ Wheat 30 660 Say 2300

Fodder Demos.(i) Barseam 0.2 3 1200 15 375 0 0 500.00 175 1 10 1760

Say 1800

Amt.UREA Insectisides

C.

B.

A

Culture Amount/ DemoQty.

(kg.)Amt. Qty.

(M.L)Amt.

Details Area/ Demo. (Hec.)

Seed D.A.PQty. (kg.)

Amt. Qty. (kg.)

Amt.

160

1 Mineral mixture 1.5 Kg 150 225 2 Stomatic Powder 500 gms 70 35

3 Deworming (Albendazol) 2 Tablets (3 gms each) 50 100

4 Skin Ointment for wound treatment

10 gms 45 45

5 Bandage 1 No 20 20

6 Foresape 1 No 20 20

167

Øekad % fnaukd %

fnuakd 4-4-2012 dks LFkkuh; xzke lHkk dh cSBd esa xzke iapk;r Hkkyrk ty x`g.k {ks= esa Lohdr̀ ,fdØr ty x`g.k izca/ku

ifj;kstuk dh foLr`r ifj;kstuk fjiksVZ lnu esa j[kh xbZ] ftldk dqy {ks=Qy 915-10 gSDVs;j rFkk vuqekfur ykxr 109-81 yk[k loZ

lEerh ls lnu esa izLrko vuqeksnu fd;k x;k A

ljaip]

xzke iapk;r Hkkyrk

168

Øekad % fnaukd %

fnuakd 5-4-2012 dks LFkkuh; xzke lHkk dh cSBd esa xzke iapk;r cksj[ksMh xqtjku ty x`g.k {ks= esa Lohd`r ,fdØr ty x`g.k

izca/ku ifj;kstuk dh foLr`r ifj;kstuk fjiksVZ lnu esa j[kh xbZ] ftldk dqy {ks=Qy 3125-50 gSDVs;j rFkk vuqekfur ykxr 375-06

yk[k loZ lEerh ls lnu esa izLrko vuqeksnu fd;k x;k A

ljaip]

xzke iapk;r cksj[ksM+hxwtjku

169

Øekad % fnaukd %

fnuakd 7-4-201212 dks LFkkuh; xzke lHkk dh cSBd esa xzke iapk;r vklyiqj ty x`g.k {ks= esa Lohdr̀ ,fdØr ty x`g.k

izca/ku ifj;kstuk dh foLr`r ifj;kstuk fjiksVZ lnu esa j[kh xbZ] ftldk dqy {ks=Qy 400-75 gSDVs;j rFkk vuqekfur ykxr 48-09 yk[k

loZ lEerh ls lnu esa izLrko vuqeksnu fd;k x;k A

ljaip]

xzke iapk;r vklyiqj

170

Øekad % fnaukd %

fnuakd 9-4-201212 dks LFkkuh; xzke lHkk dh cSBd esa xzke iapk;r ckl[ksM+h yks<+ku ty x`g.k {ks= esa Lohd`r ,fdØr ty

x`g.k izca/ku ifj;kstuk dh foLr`r ifj;kstuk fjiksVZ lnu esa j[kh xbZ] ftldk dqy {ks=Qy 717-45 gSDVs;j rFkk vuqekfur ykxr 86-09

yk[k loZ lEerh ls lnu esa izLrko vuqeksnu fd;k x;k A

ljaip]

xzke iapk;r ckl[ksM+hyks<+ku

171

Øekad % fnaukd %

fnuakd 29-06-2012 dks LFkkuh; iapk;r lfefr dh lk/kkj.k lHkk esa xzke iapk;r cksj[ksMh xqtjku] vklyiqj] Hkkyrk o ckal[ksMh

yks<ku ds ty x`g.k {ks= esa Lohd`r ,fdØr ty x`g.k izca/ku ifj;kstuk dh foLr`r ifj;kstuk fjiksVZ lnu esa j[kh xbZ] ftldk dqy

{ks=Qy 5159 gSDVs;j rFkk vuqekfur ykxr 619-08 yk[k loZ lEerh ls lnu esa izLrko la[;k 6 ij vuqeksfnr dh x;hA

fodkl vf/kdkjh

iapk;r lfefr cdkuh

LIVELIHOOD PLAN

Activity Unit Quantity Unit cost

Total cost

Cost from

Project Fund

Convergence Fund

SHG

eqxhZ ikyu no 50 0.3 15.00 12.50 2.50

cdjh ikyu no 50 1.00 50.00 12.50 37.50

nqX/k Ms;jh

no 20 0.40 8.00 5.00

2.50

bZaV HkV~Vk

no 10 0.50 5.00 2.50 2.50

vkVk pDdh

no 4 0.5 2.00 1.00 1.00

Individual entrepreneur

no

fdjkuk nqdku

flykbZ dh nqdku

] pk; dh nqdku]

no 25 0.40 10.00 6.25 3.75

Federation No 8 2.50 20.00 4.00 16.00

IWMP – Vth 2010-11

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