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1
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
2
1 Chapter Location General Features of watershed (Cost and Area details) Climatic and Hydrological information Other Development Schemes in the project area Details of infrastructure in the project areas Institutional arrangements (,DWDU,PIA,WDT,WC)
2 Chapter Basic Data ,Analysis and Scope
2.1 Demography Details 2.2 Development Indicators 2.3 Land use 2.4 Agriculture status and Productivity Gap Analysis 2.5 Horticulture/Vegetable/Floriculture status 2.6 Land holding pattern 2.7 Livestock status 2.8 Fodder status 2.9 Farm Implements 2.10 NREGS Status 2.11 Migration details 2.12 Livelihood Details. 2.13 Existing SHG 2.14 Ground Water details 2.15 Drinking Water Status 2.16 Water use efficiency 2.17 Slope details 2.18 Water Budgeting 2.19 Soil Details 2.20 Soil erosion status
3
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)
5
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.
6
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
7
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
8
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
9
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
10
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/-
5
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
9
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)
10
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
11
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
12
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
Yes No No No No No No No No No No No No No No No
No. of villages with access to Agro-industries
No No No No No No No No No No No No No No No No
Total quantity of surplus milk No. of milk collection centers
No No No No No No No No No No No No No No No No
(e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
No No No No No No No No No No No No No No No No
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
NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL
13
villages (please specify) Nearest KVK
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar
Jhalawar Jhalawar
Jhalawar
Jhalawar Jhalawar Jhalawar
Jhalawar
cooperative society
Yes No No No No No No No No No No No No No No No
NGOs NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL Credit institutions
NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL
(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
NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL NiL
14
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.
15
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]
16
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
4
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
17
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
18
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
19
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
Member Ramesh Chandra M S C BEagri
20
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
Member Ramesh Chandra M S C BEagri
21
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 -
22
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
Scope of Improvement -
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.
23
Scope of Improvement -
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.
Scope of Improvement -
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.
24
. 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 :
25
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
10 SMALL SAVING 300 0 CBI GATOLI IWMP JLW VTH Nill
4 ASTHA 10 SMALL SAVING 300 0 CBI GATOLI IWMP JLW VTH Nill
5 INDRAGANDI
10 SMALL SAVING 250 0 CBI GATOLI IWMP JLW VTH Nill
6 JAI MAA GAYTRI
10 SMALL SAVING 300 0 CBI GATOLI IWMP JLW VTH Nill
7 KAMKHERA
10 SMALL SAVING 150 0 CBI GATOLI IWMP JLW VTH Nill
8 PRITI 10 SMALL SAVING 150 0 CBI GATOLI IWMP JLW VTH Nill
9 JAI MAA JALPHA
10 SMALL SAVING 100 0 CBI GATOLI IWMP JLW VTH Nill
10 MERTHWAL
10 SMALL SAVING 500 0 CBI GATOLI IWMP JLW VTH Nill
11 VEER TEJAJI
10 SMALL SAVING 220 0 CBI GATOLI IWMP JLW VTH Nill
12 RANA PRATAP
10 SMALL SAVING 200 0 CBI GATOLI IWMP JLW VTH Nill
13 MAHADEV
10 SMALL SAVING 150 0 CBI GATOLI IWMP JLW VTH Nill
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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6 lkoZtfud i'kq [ksy
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Hkhy[ksMk cksj[ksMh
xqtjku
0.40
7 ty lao/kZu LVªDpj Hkkyrk Hkkyrk 2.60 8 ck< lqj{kk nhokj Hkkyrk Hkkyrk 1.56 9 lkoZtfud i'kq [ksy
fuekZ.k
ipku[kaMh Hkkyrk 0.60
10 lkoZtfud i'kq [ksy o Ukuk xjMk vklyiqj 0.85
56
is;ty Vadh fuekZ.k
11 lkoZtfud i'kq [ksy o
is;ty Vadh fuekZ.k
xjMk vklyiqj 0.80
12 lkoZtfud i'kq [ksy o
is;ty Vadh fuekZ.k
izFke
ckadM ckal[ksMh
yks<ku
0.86
13 lkoZtfud i'kq [ksy o
is;ty Vadh fuekZ.k
f}rh;
ckadM ckal[ksMh
yks<ku
0.82
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 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 1.43 0.75 106.88 92.00 9832.50
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 27519.10
Add 3 % Contigency 286.14 Total 27805.
24 Say 9800.0
0
Name of Work - Construction of Madebandi on Arable
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
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
1 Dag Belling 5 Cm to 7.5 Cm 2 100.00 200.00 5.18 1036.00
91
2 Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.
1 100.00 1.95 0.90 175.50 92.00 16146.00
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 33832.60
Say 15400.00
Name of Work - Construction of Bank Stablization of Existing Nala
0.60 Mt
1:1.5
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.
(a) 1 cement : 2sand : 4aggregate NREGS-L
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
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 = 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
108
Estimate No. 11 DETAILED - ESTIMATE (Anicut)
Work CODE
yEckbZ & 15.00 ehVj ÅapkbZ & 1.94 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 1x15x(2.7+0.45)x1.8 85.050 cu.m
Other-L 131 COT 0.000 cu.m
Total- 131 SideWall with US 2x7.9x1.2x1.8 34.128 cu.m WW-US-1 1x2.8x1.2x1.8 6.048 cu.m WW-US-2
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
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 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
Other-L 228 HW-plinth 1x15x2.4x0.3 10.800 cu.m Total- 1007 SideWall with US
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
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 1x15x[(0.8+2.4)/2]x1.942 46.608 cu.m.
Other-L 228 SideWall with US 2x7.9x[(0.45+1.2)/2]x3.592 46.822 cu.m. Total- 1007 WW-US-1
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
1x2.8x[(0.45+0.9)/2]x[(3.592+1.2)/2] 4.528 cu.m WW-DS-2 1x2.8x[(0.45+0.9)/2]x[(3.592+1.2)/2] 4.528 cu.m HWE 2x3.742x[(0.45+1.5426)/2]x3.592 26.783 cu.m
HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m TW 1x15x[(0.45+0.6)/2]x0.45 3.544 cu.m
Total 149.409 cu.m
Labour @ Rs. 270.00 Cu.m. Labour 40340.43
@Rs. 1469 Cu.m. Rs. 219481.82 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
HW 1x15x[(1.8-0.3+0.3)+1.942+[Sqrt{(1.942^2)+((2.4-0.8)^2)}]] 93.873 Sq.m. NREGS-L
13 SideWall with US 2x7.9x[(1.8-0.15)+3.592] 82.824 Sq.m.
111
Other-L 42.4 WW-US-1 1x2.8x[(3.592+3.592)/2] 10.058 Sq.m. Total- 89 WW-US-2 1x2.8x[(3.592+3.592)/2] 10.058 Sq.m.
WW-DS-1 1x2.8x[(3.592+1.2)/2] 6.709 Sq.m. WW-DS-2 1x2.8x[(3.592+1.2)/2] 6.709 Sq.m. TW 2x15x0.45 13.500 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 223.731 Sq.m. Labour @ Rs. 51.50 Sq.m. Labour 11522.15 @Rs. 111.00 Sq.m. Rs. 24834.14 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
-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.
(a) 1 cement : 2sand : 4aggregate NREGS-L
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
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 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
Other-L 100 Total- 200 Total 12.150 cum Labour @ Rs. 100.00 Cu.m. Labour 1215.00
@Rs. 200.00 Cu.m. Rs. 2430.00 124 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
113
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 1.42857 TOTAL Rs. 606759.62 Add. 3% Cont. Rs. 18202.79 A- Grand Total Rs. 624962.41 B- Labour Rs. 140602.00
C- Add 30% reduction in task as per order of
govt. Rs. 0.00 D-
Total Cost ( A+ C ) 624962.41
Say Rs. 625000.00
LABOUR (B+C) Rs. 140602.00 MATERIAL . Rs. 484398.00 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.
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-
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. 180 Hact. Over Burden 1.2 Crest Length 15 Mtr. D/S Wing Wall
Additional Length 1 Designed Length 1.8
Height of Anicut 1.942 Mtr. U/S Wing Wall Additional Length 1 Designed Length 1.8
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
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
C - Runoff Coffieient 0.3 Runoff Coffieient for SOIL
Agr. Grassland Forest
116
I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1 A - Area in Hact. 180 Alluvial 0.4 0.35 0.3 Black Cotton 0.5 0.45 0.4 Q= 13.5 Cum/Sec Q = CA3/4 C = 11.4 11.4 A - Area in SqKm 1.8
Q= 17.716 Cum/Sec
Discharge Max.of both Q= 17.716 Cum/Sec Depth of Flow(Flood Lift) Q=CdLh3/2 Cd -Cofficient of discharge for broad crested weir 1.71 L - Crest Length 15 hf=(Q/CdL)3/2 hf= 0.781 Mtr. Say 0.8 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
hw= 0.852 Mtr.
Say 0.85 Mtr. Hf = h + hw 1.65 Mtr. Say 1.7 Mtr.
STRUCTURAL DESIGN Head Wall
Bottom Width b = (H+hf)/(p-1)1/2 2.4 Mtr. Say 2.4 Mtr.
Top Width a = b - ( 0.80 x H) 0.8464 Mtr. a = 0.55 x (H)1/2 0.77
Say 0.8 Mtr. Width of Concrete Bed = b + 0.3 2.7 Mtr.
117
Head Wall Extenion
Length = H + h + 1.00 3.742 Mtr.
Top Width 0.45 Mtr. Bottom Width = 0.45+0.30( H + FreeBoard) 1.5426 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 4.85 Mtr. Say 4.9 Mtr.
Thickness of Apron
t = (H/1.811)1/2 1.04 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 4.4485 Mtr.
Adopt Length of Side Wall=Apron 4.9 Mtr. Height at Head Wall extenion Junction
H+Flood Lift+FreeBoard 3.592 Mtr. Height at Wing Wall Junction
1.50 x Flood Lift 1.2 Mtr.
Top Width 0.45 Mtr.
Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.18 Mtr. Say 1.2 Mtr. D/S Wing Wall
Length =2.25 x Flood Lift 1.8 Mtr. Length 2.8 Mtr. Top Width 0.45 Mtr.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.81 Mtr. Adopt 0.9 Mtr.
Height= 1.50 x Flood Lift 1.2 Mtr. U/S Wing Wall
118
Length =2.25 x Flood Lift 1.8 Mtr. Length 2.8 Mtr. Top Width 0.45 Mtr.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.81 Mtr. Adopt 0.9 Mtr.
Height = H+ Flood Lift+ Free Board 3.592 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 1.04 Mtr.
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
Estimate No. 12 DETAILED - ESTIMATE (Anicut)
Work CODE
yEckbZ & 20.00 ehVj ÅapkbZ & 2.10 ehVj 0
Location - & Item No. Of GKN-06 S.No. Item No. L B H Qty. Amount Labour
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
Other-L 131 COT 0.000 cu.m
Total- 131 SideWall with US 2x8.1x1.1x1.9 33.858 cu.m WW-US-1 1x2.13x1.1x1.9 4.452 cu.m WW-US-2
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
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 1x20x2.6x0.3 15.600 cu.m
Other-L 231 COT 0.000 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
Total 22.973 cu.m. Labour @ Rs. 188 Cu.m. Labour 4318.92 @Rs. 1793 Cu.m. Rs. 41190.59 121 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 1x20x2.3x(1.9-0.3) 73.600 cu.m
Other-L 228 HW-plinth 1x20x2.3x0.3 13.800 cu.m Total- 1007 SideWall with US
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
superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm
123
NREGS-L
120 HW 1x20x[(0.6+2.3)/2]x2.103 60.987 cu.m.
Other-L 228 SideWall with US 2x8.1x[(0.45+1.1)/2]x3.453 43.352 cu.m. Total- 1007 WW-US-1
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
1x2.13x[(0.45+0.9)/2]x[(3.453+1.2)/2] 3.345 cu.m WW-DS-2 1x2.13x[(0.45+0.9)/2]x[(3.453+1.2)/2] 3.345 cu.m HWE 2x3.603x[(0.45+1.5009)/2]x3.453 24.271 cu.m
HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m TW 1x20x[(0.45+0.6)/2]x0.45 4.725 cu.m
Total 151.425 cu.m
Labour @ Rs. 270.00 Cu.m. Labour 40884.75
@Rs. 1469 Cu.m. Rs. 222443.33 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
HW 1x20x[(1.9-0.3+0.3)+2.103+[Sqrt{(2.103^2)+((2.3-0.6)^2)}]] 134.144 Sq.m. NREGS-L
13 SideWall with US 2x8.1x[(1.9-0.15)+3.453] 84.289 Sq.m.
Other-L 42.4 WW-US-1 1x2.13x[(3.453+3.453)/2] 7.355 Sq.m. Total- 89 WW-US-2 1x2.13x[(3.453+3.453)/2] 7.355 Sq.m.
WW-DS-1 1x2.13x[(3.453+1.2)/2] 4.955 Sq.m. WW-DS-2 1x2.13x[(3.453+1.2)/2] 4.955 Sq.m. TW 2x20x0.45 18.000 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 261.053 Sq.m. Labour @ Rs. 51.50 Sq.m. Labour 13444.23 @Rs. 111.00 Sq.m. Rs. 28976.88 119¼v½ 6 Earth Filling including watering
ramming consolidation and dressing complete including all.
NREGS-L
50
124
Other-L 56 Deduction as per item No.1
-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
including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.
(a) 1 cement : 2sand : 4aggregate NREGS-L
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
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
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
Other-L 68 Total 102.000 Sqm Total- 194 Labour @ Rs. 82.00 sqm Labour 8364.00 @Rs. 304.00 sqm Rs. 31008.00 10 Filling of Black Cotton Soil with
watering & Ramming copmlete in jhiri U/S Side with all lead & lift
NREGS-L
100 1x20x0.45x1.9 17.100 cum
Other-L 100 Total- 200 Total 17.100 cum Labour @ Rs. 100.00 Cu.m. Labour 1710.00
@Rs. 200.00 Cu.m. Rs. 3420.00 124 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
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
C- Add 30% reduction in task as per order of
govt. Rs. 0.00 D-
Total Cost ( A+ C ) 687042.98
Say Rs. 687000.00
LABOUR (B+C) Rs. 153167.00 MATERIAL . Rs. 533833.00 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 687000.00
Name of Work - ,fudV fuekZ.k k20 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh
Gram- AS No.-
GP- Date-
PS- >kykokM+ Amount-
Work CODE - Time of Completetion-
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
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 1.9 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
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. 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
Discharge Max.of both Q= 13.07 Cum/Sec Depth of Flow(Flood Lift) Q=CdLh3/2 Cd -Cofficient of discharge for broad crested weir 1.71 L - Crest Length 20 hf=(Q/CdL)3/2 hf= 0.527 Mtr. Say 0.5 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
129
hw= 0.852 Mtr.
Say 0.85 Mtr. Hf = h + hw 1.35 Mtr. Say 1.4 Mtr.
STRUCTURAL DESIGN Head Wall
Bottom Width b = (H+hf)/(p-1)1/2 2.28 Mtr. Say 2.3 Mtr.
Top Width a = b - ( 0.80 x H) 0.6176 Mtr. a = 0.55 x (H)1/2 0.8
Say 0.6 Mtr. Width of Concrete Bed = b + 0.3 2.6 Mtr.
Head Wall Extenion
Length = H + h + 1.00 3.603 Mtr.
Top Width 0.45 Mtr. Bottom Width = 0.45+0.30( H + FreeBoard) 1.5009 Mtr.
Depth of Foundation =1.9+Over Burden 3.1 Mtr.
Length of Apron = 0.696 x C x (H)1/2
C- Bligh's Cofficient=5 5.05 Mtr. Say 5.1 Mtr.
Thickness of Apron
t = (H/1.811)1/2 1.08 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 4.50525 Mtr.
Adopt Length of Side Wall=Apron 5.1 Mtr. Height at Head Wall extenion Junction
H+Flood Lift+FreeBoard 3.453 Mtr. Height at Wing Wall Junction
1.50 x Flood Lift 0.75 Mtr.
130
Top Width 0.45 Mtr.
Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.09 Mtr. Say 1.1 Mtr. D/S Wing Wall
Length =2.25 x Flood Lift 1.13 Mtr. Length 2.13 Mtr. Top Width 0.45 Mtr.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.68 Mtr. Adopt 0.9 Mtr.
Height= 1.50 x Flood Lift 0.75 Mtr. U/S Wing Wall
Length =2.25 x Flood Lift 1.13 Mtr. Length 2.13 Mtr. Top Width 0.45 Mtr.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.68 Mtr. Adopt 0.9 Mtr.
Height = H+ Flood Lift+ Free Board 3.453 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 1.08 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
133
Estimate No. 13 DETAILED - ESTIMATE (Anicut)
Work CODE
yEckbZ & 25.00 ehVj ÅapkbZ & 2.08 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 1x25x(2.7+0.45)x1.86 146.475 cu.m
Other-L 131 COT 0.000 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
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 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
Total 28.762 cu.m. Labour @ Rs. 188 Cu.m. Labour 5407.26 @Rs. 1793 Cu.m. Rs. 51570.27 121 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 1x25x2.4x(1.86-0.3) 93.600 cu.m
Other-L 228 HW-plinth 1x25x2.4x0.3 18.000 cu.m Total- 1007 SideWall with US
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
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 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
1x2.58x[(0.45+0.9)/2]x[(3.625+1.2)/2] 4.201 cu.m WW-DS-2 1x2.58x[(0.45+0.9)/2]x[(3.625+1.2)/2] 4.201 cu.m HWE 2x3.775x[(0.45+1.5525)/2]x3.625 27.403 cu.m
HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m TW 1x25x[(0.45+0.6)/2]x0.45 5.906 cu.m
Total 185.399 cu.m
Labour @ Rs. 270.00 Cu.m. Labour 50057.73
@Rs. 1469 Cu.m. Rs. 272351.13 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
HW 1x25x[(1.86-0.3+0.3)+2.075+[Sqrt{(2.075^2)+((2.4-0.7)^2)}]] 165.437 Sq.m. NREGS-L
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.
WW-DS-1 1x2.58x[(3.625+1.2)/2] 6.224 Sq.m. WW-DS-2 1x2.58x[(3.625+1.2)/2] 6.224 Sq.m. TW 2x25x0.45 22.500 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 304.451 Sq.m. Labour @ Rs. 51.50 Sq.m. Labour 15679.23 @Rs. 111.00 Sq.m. Rs. 33794.06 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
-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
including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.
(a) 1 cement : 2sand : 4aggregate NREGS-L
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
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 25x5 125.000 Sqm
Other-L 68 Total 125.000 Sqm Total- 194 Labour @ Rs. 82.00 sqm Labour 10250.00 @Rs. 304.00 sqm Rs. 38000.00 10 Filling of Black Cotton Soil with
watering & Ramming copmlete in jhiri U/S Side with all lead & lift
NREGS-L
100 1x25x0.45x1.86 20.925 cum
Other-L 100 Total- 200 Total 20.925 cum Labour @ Rs. 100.00 Cu.m. Labour 2092.50
@Rs. 200.00 Cu.m. Rs. 4185.00 124 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
138
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 1.42857142
9 TOTAL Rs. 803008.14 Add. 3% Cont. Rs. 24090.24 A- Grand Total Rs. 827098.38 B- Labour Rs. 183508.00
C- Add 30% reduction in task as per order of
govt. Rs. 0.00 D-
Total Cost ( A+ C ) 827098.38
Say Rs. 827000.00
LABOUR (B+C) Rs. 183508.00 MATERIAL . Rs. 643492.00 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.
139
J.En. A.En./ Ex.En.
Note - COST
FORM Please do not disturb the white Cells & Black Fonts 827000.00
Name of Work - ,fudV fuekZ.k 25 ehVj ¼vkbZMCy;w,eih i0l0 cdkuh
Gram- AS No.-
GP- Date-
PS- >kykokM+ Amount-
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. 250 Hact. Over Burden 1.2
Crest Length 25 Mtr. D/S Wing Wall Additional Length 1 Designed Length 1.58
Height of Anicut 2.075 Mtr. U/S Wing Wall Additional Length 1 Designed Length 1.58
140
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 1.86 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
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. 250 Alluvial 0.4 0.35 0.3 Black Cotton 0.5 0.45 0.4 Q= 18.75 Cum/Sec Q = CA3/4 C = 11.4 11.4 A - Area in SqKm 2.5
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.
Say 0.85 Mtr. Hf = h + hw 1.55 Mtr. Say 1.6 Mtr.
STRUCTURAL DESIGN Head Wall
Bottom Width b = (H+hf)/(p-1)1/2 2.43 Mtr. Say 2.4 Mtr.
Top Width a = b - ( 0.80 x H) 0.74 Mtr. a = 0.55 x (H)1/2 0.79
Say 0.7 Mtr. Width of Concrete Bed = b + 0.3 2.7 Mtr.
Head Wall Extenion
Length = H + h + 1.00 3.775 Mtr.
Top Width 0.45 Mtr. Bottom Width = 0.45+0.30( H + FreeBoard) 1.5525 Mtr.
Depth of Foundation =1.86+Over Burden 3.06 Mtr.
Length of Apron = 0.696 x C x (H)1/2
C- Bligh's Cofficient=5 5.01 Mtr. Say 5 Mtr.
Thickness of Apron
t = (H/1.811)1/2 1.07 Mtr.
(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.
143
Side Wall Length= 1.75H+0.75h+0.45 4.60625 Mtr.
Adopt Length of Side Wall=Apron 5 Mtr. Height at Head Wall extenion Junction
H+Flood Lift+FreeBoard 3.625 Mtr. Height at Wing Wall Junction
1.50 x Flood Lift 1.05 Mtr.
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
Length =2.25 x Flood Lift 1.58 Mtr. Length 2.58 Mtr. Top Width 0.45 Mtr.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.77 Mtr. Adopt 0.9 Mtr.
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.
Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.77 Mtr. Adopt 0.9 Mtr.
Height = H+ Flood Lift+ Free Board 3.625 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 1.07 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
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
2 xkscj dh [kkn 400 fd-xzk- 2.5 1000.00
3 lqqijQkLQsV 20 fd-xzk- 4.8 96.00
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
6 ikS/ks jksi.k djuk 80 la[;k 2.97 237.60
7 ikS/kksa dh dher 80 la[;k 20 1600.00
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
10 yksfMax vuyksfMax 0.3 yhVj 80 24.00
;ksx 3867.60
3 izfr'kr dUVkstssUlh 116.03
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
2 xkscj dh [kkn 275 fd-xzk- 2.5 687.50
3 lqqijQkLQsV 14 fd-xzk- 4.8 67.20
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
6 ikS/ks jksi.k djuk 55 la[;k 2.97 163.35
7 ikS/kksa dh dher 55 la[;k 25 1375.00
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
10 yksfMax vuyksfMax 0.3 yhVj 55 16.50
;ksx 2927.40
3 izfr'kr dUVkstssUlh 87.82
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
2 ikS/ks jksi.k djuk 100 la[;k 2.97 297.00
3 ikS/kksa dh dher 100 la[;k 5 500.00
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