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GOVERNMENT OF RAJASTHAN

RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT Watershed Development & Soil Conservation Department

Rajasthan, Jaipur

DETAILED PROJECT REPORT

INTEGRATED WATERSHED MANAGEMENT PROGRAMME

JAISALMER JSM/(IWMP) 23/10-11,

BLOCK- SANKRA

PROJECT IMPLEMENTING AGENCY ASSISTANT ENGINEER

(W.D. & S.C.) PANCHAYAT SAMITI - SANKRA

DETAILED PROJECT REPORT

INTEGRATED WATERSHED MANAGEMENT PROGRAMME

JAISALMER JSM/(IWMP) 23/10-11,

BLOCK- SANKRA

Salient Features of Project

No. of Gram Panchayat Covered 02

No. of Revenue Villages Covered 06

Total Project Area 6000 ha

Total Project Cost 900.00 lac

Total Proposed/ Estimated Cost 961.18 lac

Total Cost Borned by Convergence 48.63 lac

Expected Beneficiaries’s Contribution 57.19 lac

Total Runoff Potential (cum) 150900

Existing Runoff Storage (cum) 46400

Proposed Runoff Storage/ Management ( cum) 34976

CHAPTER – I

INTRODUCTION

Location

Jaisalmer (IWMP-23), Moderdi Project is located in Sankra Block, of Jaisalmer

District. The project area is between the latitudes 71° 38-71° 43' East & longitudes

27° 16'-27°19' North. It is at a distance of 28 km from its Block head quarters and 150

Km from the District head quarters of Jaisalmer. There are 6 nos. of habitations

(Revenue Village) in the Project area the other detail of the project are as below.

General features of watershed

S.No. Name of Project(as per GOI) Jaisalmer (IWMP)

a) Name of Catchment Jaisalmer(IWMP)23

b) Name of watershed area(local

name) Moderdi

c) Project Area 6435 ha

d) Net treatable Area 6000 ha

e) Cost of Project 900 lac

f) Cost/hectare 0.15 lac

g) Year of Sanction 2010-11

h) Watershed Code Cluster

i) No. of Gram Panchayats in

project area 2

j) No. of villages in project area 6

k) Type of Project Desertic

l) Elevation (metres) 210 mtr wrt MSL

m) Slope range (%) 0-3%

Macro/micro Name of Gram

Panchayat

Name of Villages

Covered

Cluster 1. Moderdi 1. Moderdi

2. Nai Guddi

3. Nananyai

2. Chowk 1. Rampura

2. Naya Sanawara

3. Pratap Pura

The watershed falls in Agro climatic Zone I A, Arid western plain. The soil texture is

Sandy to Sandy Loam. The average rainfall is 170 mm. The temperatures in the area are in

the range between 45º C during summer and 15º C during winter. The major crops in the

area are Bajara, Guar, Moong, Moth, Til etc. Almost 75% land is under cultivation 15% land

fallow, 10% land is wasteland. There is no significant source of irrigation in project area only

a few areas is double cropped due to rain water harvesting (in-situ moisture conservation)

by earthen structures like KHADEEN and the area which is under field/contour Bunding

executed in different programmes implemented under watershed development & soil

conservation programmes in preceding years.

Out of 677 Total Households 231 households are BPL (34.12% of Total

households) 28 are landless households (4.1% of Total households) and 27 household

are small and 53 marginal farmers (11%of Total household). Average land holding in

the area is 5.51 ha. 99% area of cultivable land is single cropped and 1.00% is double

cropped. There is no significant source of irrigation in project area only a few areas is

double cropped due to rain water harvesting (in-situ moisture conservation). The

average annual rainfall (5 years) in the area is 170.00 mm. There are no Major streams

in the Watershed area. The major festivals in the villages of Project area are

Deepawali, Holi, Akhsay-Tritiya, Rakhsabandhan, Dashehra, Gangour etc. At present

villages of Project area having 4205 population with Communities like Jat, Rajput,

Bishnoi, Devasi, Rao-Bhat, Meghwal, Bheel, Kumhar, Darji and Brahmin.

Climatic and Hydrological information

1. Average Annual Rainfall (mm)

S.No. Year Average Annual

Rainfall(mm)

1 2010 361

2 2009 72

3 2008 112

4 2007 142

5 2006 501

6 2005 176

7 2004 42

8 2003 137

9 2002 31

10 2001 361

2. Average Monthly rainfall (last ten years)

S.No. Month Rainfall(mm)

1 June 31.59

2 July 47.43

3 August 90.13

4 September 24.68

3. Maximum rainfall intensity (mm)

S.No. Duration Rainfall

intensity(mm)

1 15 minute duration 40 mm



4. Temperature (Degree C)

S.No. Season Max Min

1 Summer Season 49º C 32º C

2 Winter Season 26º C 4º C

3 Rainy Season 35º C 24º C

5. Potential Evapo-t Transpiration (PET) (mm/day)

S.No. Season PET

1 Summer 3200 mm

2 Winter 2464 mm

3 Rainy 2784 mm

6. Runoff

1 Peak Rate (cum/hr) 95.25 Cum/per hour

2 Total run off volume of rainy

season (ha.m.) 50.76 ha-m

3 Time of return of maximum flood 5

years

10

years

In-

Year

Nil Nil Nil

4 Periodicity of Drought in village

area

3 7

Other Development Schemes in the project area

S

.

N

o

Scheme

Name of

the

departme

nt

Key

interventions

under the

Scheme

Targeted

Beneficiar

ies

Provisions

Under

the Scheme

1 MAHANREGA

Rural

Dev. &

Panchayat

i Raj

Departmen

t

Providing

Employment

7846

25.50 lac

2 TFC - 17.50 lac

3 SFC - 18.00 lac

4 BRGF TSC -

22.20 lac

5 SGS IAY -

Details of infrastructure in the project areas

Parameters Status

1 No. of villages connected to the main road by an

all-weather road

6

2 No. of villages provided with electricity 6

3 No. of households without access to drinking water 0

4 No. of educational institutions : P S HS VI

Primary(P)/Secondary(S)/Higher Secondary(HS)/

vocational institution(VI) 8 2 0 0

5 No. of villages with access to Primary Health Centre 1

6 No. of villages with access to Veterinary Dispensary 0

7 No. of villages with access to Post Office 2

8 No. of villages with access to Banks 0

9 No. of villages with access to Markets/ mandis 0

10 No. of villages with access to Agro-industries 0

Total quantity of surplus milk 1230 ltr

11 No. of milk collection centres U S PA O

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

others (O)) 0 0 0 3

12 No. of villages with access to Anganwadi Centre 6

13 Any other facilities with no. of villages (please

specify)

---

14 Nearest KVK Jaisalmer

15 cooperative society 1

16 NGOs 0 0 0 0

17 Credit institutions

(i) Bank 0

(ii) Cooperative Society 1

18 Agro Service Centre's 0

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

DWDU Details

PIA particulars

WDT Particulars:

S.No Particulars Details of DWDU

1 PM ,DWDU Sh. Bhagirath Bishnoi Project

Manager, IWMP, ZP, Jaisalmer

2 Address with contact no.,

website

PM DWDU District Jaisalmer, ZP

Jaisalmer

3 Telephone 02992-250712

4 Fax 02992-250712

5 E-mail [email protected]

S.No Particulars Details of PIA

1 Name of PIA Sh. Sukhvinder Singh Sondh

2 Designation Assistant Engineer

3 Address with contact

no., website

A.En. (IWMP) P.S. Sankra

4 Telephone 91 9001109240

5 E-mail [email protected]

S.

No

Name of WDT

member M/F Age

Qualificati

on

Experience

in

watershed

(Yrs)

Description

of

professiona

l training

Role/

Functio

n

1 Sh. Rakesh

Kumar Bairwa

M 25 Diploma

Civil Engg.

1 Civil

Egineering

Egineer

2 Sh. Badri

Prasad

M 33 M.Sc.

Agriculture

2 Agri.Post

Graduate

Agril.

Science

tist

3 Sh. Virender

Singh

M 31 Diploma

(2Yr.

Animal

Hus.)

1 Animal

Husbandry

Live

stock

Expert

4 Smt. Manjoo

Meena

F 32 M.A.

(Sociology)

1 Sociology social

Science

tist

Details of Watershed Committees (WC)

S.

No

.

Name of

WCs

Date

of

Gram

Sabh

a

for

WC

Date of

Registra

tion as

a

Society

(dd/mm/y

yyy

Designati

on Name

M/

F

SC/

ST/OB

C/

Gener

al

Landle

ss/

MF/SF/

BF

Name of

UG/SHG

Education

al

qualifica

tion

1 Moderdi 27.11

.2012

-- President Sh.Jakirhusen/Burankhan M OBC BF Primary

Secretory Sh.Islamdin/Hasamdin M OBC MF UG Secondary

Member Smt.Huva/Khetaram F ST SF UG Litrerate

Member Smt.Sugano/Nakhata ram F SC BF UG Litrerate

Member Smt.Udaykanwar/Shivdans

ingh F GEN SF UG Litrerate

Member Sh.Bhajanaram/Lumbaram M SC MF UG Litrerate

Member Sh.Tan singh/

Kalayansingh M GEN BF Litrerate

Member Sh.Dungarsingh/Shivdans

ingh M GEN LL Litrerate

Member Sh.Bherusingh/Karansing

h M GEN SF Litrerate

Member Sh.Poonamsingh/Balavant

singh M GEN LL Litrerate

Member Sh.Aadatkhan/Isekhan M OBC SF Litrerate

Member Sh.Sukhvendarsingh M GEN AEN --

S.

No.

Name

of WCs

Date of

Gram

Sabha

for WC

Date of

Registra

tion as

a Society

(dd/mm/yyyy

Desig

nation Name M/F

SC/

ST/OBC/

General

Landl

ess/

MF/SF/

BF

Name

of

UG/SHG

Edu

cational

Quail

fication

2 Chowk 30.11.12 ------- President

Sh.Ramsingh /vijay

singh M Gen BF Primary

Secratory Sh.Bane singh/padam

singh M Gen BF UG Secondary

Member Sh.Manohar

ram/Deeparam M Gen BF UG Litrerate

Member Sh.Ayub khan /Bakse

khan M OBC BF UG Litrerate

Member Smt. Sugan kanwar

/Ugam singh F Gen BF UG Litrerate

Member Sh.Lakh singh /Pratap

singh M Gen BF UG Litrerate

Member Sh.Devisingh /Malsingh M Gen BF UG Litrerate

Member Smt.Rukhmo /manaram F SC BF UG Litrerate

Member Smt. Sugno

/Prathvisingh F Gen BF UG Litrerate

Member Smt.Prem kanwar

/Hanuman singh F Gen

LL SHG Litrerate

Member Sh.Pratap singh

/Balvant singh M Gen BF UG

Member Sh.sagat singh

/kachhav singh M Gen BF

Member Sh.Sukhvendarsingh M GEN AEN

Gram Panchayat Wise Details of Various User Groups Constituted for Development of Activities

Gram Panchayat: Moderdi

User Group Contour Bunding

S.No. Name/Fathers Name Village Postion

1 Smt.Sugano/Nakhata ram Nai Guddi President

2 Rashida/ Makhne Khan Nai Guddi Member

3 Majij Kha/ Inayat Kha Nai Guddi Member

4 Dine Kha/ Moman Kha Nai Guddi Member

5 DeepSingh/ Shivdan Singh Nai Guddi Member

User Group Water Harvesting Structure

1 Smt.Udaykanwar/Shivdansingh Moderdi President

2 Megharam/Dedaram Moderdi Member

3 Mesh Kanwar/ Lalsingh Moderdi Member

4 Nainu Kanwar/ Tikam Singh Moderdi Member

5 Mangilal/Hajariram Moderdi Member

User Group Pasture Development

1 Smt.Huva/Khetaram Nananyai President

2 Kher Khatu/ Gafur Kha Nananyai Member

3 Abdul Rajjak/Haji Kadar Kha Nananyai Member

4 Hanur Din/ Kayam Din Nananyai Member

5 Wahid/Abdul Karim Nananyai Member

User Group Livestock Development

1

Sh.Tan singh/

Kalayansingh Moderdi President

2 Prem Singh/ Balwant Singh Moderdi Member

3 Dhapu Kanwar/ Keshar Singh Moderdi Member

4 Pashpu Kanwar/ Damodar Singh Moderdi Member

5 Megh Singh/Bhawar Singh Moderdi Member

Gram Panchayat: Chowk

User Group Contour Bunding S.No. Name/Fathers Name Village Postion

1 Sh.Pratap singh /Balvant singh Rampura President

2 Vijay Singh/ JaiSingh Rampura Secretary

3 Chutraram/ Utamaram Rampura Member

4 Laxmanram/ Kirtaram Rampura Member

5 Rukma Devi/ Manaram Rampura Member

User Group Water Harvesting Structure

1 Smt.Rukhmo /manaram Rampura President

2 Gangaram/Amraram Rampura Secretary

3 Dungarram/Hardasram Rampura Member

4 Bagaram/Nayaram Rampura Member

5 Kaluram/Madaram Rampura Member

User Group Pasture Development

1 Sh.Lakh singh /Pratap singh Pratappura President

2 Shankarsingh/Nakatsingh Pratappura Secretary

3 Chunaram/Chowkharam Pratappura Member

4 Bijaram/Chainaram Pratappura Member

5 Papusingh/Gumansingh Pratappura Member

User Group Livestock Development

1 Sh.Manohar ram/Deeparam Nayasanawara President

2 Sh. Hanuman singh / prathvisingh Nayasanawara Secretary

3 Smt.Loonikanwar/Sangsingh Nayasanawara Member

4 Smt.Jasukanwar/Joharsingh Nayasanawara Member

5 Sh.padam singh /bhanwar singh Nayasanawara Member

Gram Panchayat wise/ Watershed Committee wise Details of Various Self Help Groups

Gram Panchayat: Moderdi

Parwati Kanwar SHG

S.No. Name/Fathers Name Village Postion 1 Parwati Kanwar/ Nagsingh Moderdi President

2 Indra Kanwar/ Naranyan Moderdi Secretary

3 Manju Kanwar/ Achal Singh Moderdi Treasurer

4 Bhanwar Kanwar/ Tanai Singh Moderdi Member

5 Tulsi/ Jetharam Moderdi Member

6 Hariyo/ Sagtaram Moderdi Member

7 Usha Kanwar/ Jaswant Singh Moderdi Member

8 Pur Kanwar/ Devi Singh Moderdi Member

9 Mumal Kanwar/ Keshar Singh Moderdi Member

10 Indra Kanwar/ Bheru Singh Moderdi Member

Mayati Jal Mandal SHG

1 Mayati/ Dine Kha Nai Guddi President

2 Ibabat/ Islam Kha Nai Guddi Secretary

3 Roshani/ Akbar Kha Nai Guddi Treasurer

4 Makhi/ Muse Kha Nai Guddi Member

5 Jamali/ Hanif Kha Nai Guddi Member

6 Kamali/ Change Kha Nai Guddi Member

7 Amina/ Rasuldin Nai Guddi Member

8 Jamiyat/ Magan Kha Nai Guddi Member

9 Sabira/ Halim Kha Nai Guddi Member

10 Arabi/ Nurdin Nai Guddi Member

Najma Group SHG

1 Najma/ Abdul Sattar Nananyai President

2 Rupiya/ Abdul Rajak Nananyai Secretary

3 Surma/ Sadik Kha Nananyai Treasurer

4 Sabina/ Islam Din Nananyai Member

5 Hawa/ Sekhu Kha Nananyai Member

6 Murado/ Rahmattulla Nananyai Member

7 Fatu/ Usman Nananyai Member

8 Amiyat/ Hanif Nananyai Member

9 Meru/ Mardin Nananyai Member

10 Rahmat/ Rahmattulla Nananyai Member

Gram Panchayat: Chowk

Sayar SHG

S.No. Name/Fathers Name Village Postion 1 Smt. Sayar/Puranram Rampura President

2 Smt.Davekanwar/Gopalsingh Rampura Secretary

3 Smt.Samdho/Resma ram Rampura Treasurer

4 Smt. Santoo/Arjunsingh Rampura Member

5 Smt.Jinyo/Revnta ram Rampura Member

6 Smt.Demi/Tinkooram Rampura Member

7 Smt.Papukanwar/Padamsingh Rampura Member

8 Smt.Fooli/Ganga ram Rampura Member

9 Smt.Champa/Durga ram Rampura Member

10 Smt.Agro/Hajariram Rampura Member

Kishan SHG 1 Smt.Kishankanwar/Sawaisingh Pratappura President

2 Smt.Vimala/Gopal singh Pratappura Secretary

3 Smt.Udi/Narayan ram Pratappura Treasurer

4 Smt.Chandrakanwar/Mansingh Pratappura Member

5 Smt.Gangakanwar/Devisingh Pratappura Member

6 Smt.Jasukanwar/Bhagvatsingh Pratappura Member

7 Smt.Kunta/Dhansingh Pratappura Member

8 Smt.Rukmo/Bhanwarsingh Pratappura Member

9 Smt.Bhanwarkanwar/Aambsingh Pratappura Member

10 Smt.Papu/Durga ram Pratappura Member

Suva SHG

1 Smt. Suvakanwar/Govardansingh Nayasanawara President

2 Smt.Loonikanwar/Sangsingh Nayasanawara Secretary

3 Smt.Jasukanwar/Joharsingh Nayasanawara Treasurer

4 Smt.Sirekanwar/Chandansingh Nayasanawara Member

5 Smt.Lanchokanwar/Jasusingh Nayasanawara Member

6 Smt.Dhaikanwar/Chhugsingh Nayasanawara Member

7 Smt.Antarkanwar/Sawaisingh Nayasanawara Member

8 Smt.Premi/Fakirkhan Nayasanawara Member

9 Smt.Shanti/Tararam Bheel Nayasanawara Member

10 Smt.Madmi/Rafik khan Nayasanawara Member

Problems and scope of improvement in the project area

The socio economic conditions of the house holds of the project area reveal

that most of the house holds are engaged in only farming activities which purely

depend on the Monsoonal rainfall. The rainfall in the project area is very less and

very below to the state average, again it occurs only in a limited period and restricted

in a few storms. This further limits the opportunity to cultivate and sow the crops in

time and in diversified manner with variety of crops. The options before the farmers

in rain fed agriculture and given climatic conditions are very limited. The risk

appetite of farmers is very low as probability of good rains and its distribution over a

crop period is not regular as well as the economic conditions of local farmers is also

compromising. The quality of soil in most of the area is poor with a limited organic

matter and low nutritional contents. The top soil faces a lot of risk against water and

wind erosion. The texture of the soil is light by and large in entire area. The rills and

gullies are formed in private and community land at higher slopes initiating from

hillocks. The Monsoonal rainfall when occurs in limited storms with higher intensities

it turns into runoff and most of it go in waste after fulfilling the retentions of local

depressions and some local structures which are constructed by local community

efforts and under different developmental schemes. The area faces acute water

shortage in summers. The quality of ground water is not good and it cannot be used

for agriculture, animal and human use.

The animal husbandry is the part of most of the household’s economy.

Farmers are rearing cattle, buffalo, goats, seeps, camels etc. but most of these

animals are of local breeds which are less productive and uneconomic as well it

imposes increased biotic pressure on natural resources of project area. The

households are having some surplus milk production but due to poor and

unorganised marketing linkages it does not fetches rightful value. The other

opportunity of allied activities for the support of livelihood is almost absent. Most of

the household are engaged in employment given under NREGS but it does not suffice

to lead a satisfactory life conditions for entire family for the entire period of a year.

In such a forcing situation some people having skills in masonry works prefer to

migrate into nearby towns to have better earnings.

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. 403 ha land is arable wasteland and 450 ha is fallow

can be brought under cultivation with the interventions of the present project. The

productivity of rain fed agriculture can be improved with interventions of soil and

water conservation activities with improved moisture regime. The crops can be

rescheduled imparting needful trainings to farmers to adopt the proven technologies

and package of practices. The cropping pattern as enormous possibilities to improved

to attain a fair increment in productivity.

There is no significant source of irrigation in project area, only a few areas are

irrigated and with efforts this can be increased to 5%. 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)

13250 MT/year fodder scarcity can be met out through Pasture development and

improving seed varieties, putting more are under fodder cultivation, fodder

treatment and value addition to it, etc.

Improved animal Husbandry practices can increase the productivity of

livestock. The quality of animals can be improved by controlling population of stray

animals adopting castration of male animals those are of local breeds. Breed

improvement can be achieved through artificial inseminations, by distribution of

bulls, rams of improved breed. The scientific methods of milk collection, milk storage,

value addition to its quality and with assured marketing linkages can prove a

promising livelihood support. The females of the area can be organized through self

help groups to promote the habits of saving, thrift and credit can be pooled up

through revolving funds. Such organizations to be sensitized on gender issues,

elimination of social evils, education and health etc.

Some innovative concepts like establishment of Grain Bank, Seed Bank,

Fodder Bank, Milk Co operatives, federation of SHG’s may add a surety to self

sustained rural economy. Increased and positive involvement of Panchayati Raj

Institutions, Social Audits, techno- economic monitoring will further ensure

impetuosity in attaining expected outcomes.

CHAPTER – II

Socio economic Features, Problems and Scope

The project comprises of six villages of two Gram Panchyats. The literacy level is

very low in general again it is very low amongst females. The traditional customs and

followings are persistent yet. The distribution of demography is scattered according to

their land holdings and resides in small habitations/ dhanis. Villages have less connectivity

with the market and other needful amenities. The evil of child marriages, consumption of

liquor, opium poppy and other such narcotic drugs is also observed during the household

survey of the project area. The productivity of the land, animal and household livelihood

activities is very low. To fetch the bread and butter for the family people are forced to

migrate. Most of the migration is of construction labourers to nearby towns.

The above problems can be minimized by putting the available natural

resources to its optimum capacity without damaging them to irreversible level. The

interventions of IWMP can take care of the lands and whatever moisture is available

can be conserved to enhance the rain fed agriculture productivity. The practice of

animal husbandry can be used as strength of the area with the use of breed

improvement, improvement of animal health, ensuring the quality fodder and feed.

The animal produce, milk may be sold to nearby towns with the improved supply chain

and value addition to the produce on the theme of self help groups or cooperatives.

The institutional arrangements formed and to be formed in the course of time during

project period may improve the governance and the fair distribution of usufructs.

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST

2289 1916 4205 711 348

Household Details

BPL

household

L.

Less

Large

Farmer

Small

Farmer

M.

Farmer

Total

Household

SC

household

ST

household

231 28 338 27 53 677 118 58

Table 2.2 Development indicators

S.

No. Development Indicators State

Project

Area

1 Per capita income (Rs.) 30800 16260

2 Poverty ratio 0.22 0.19

3 Literacy (%) 60.4 53

4 Sex Ratio 926 837

5 infant mortality rate NA 6.2%

6 maternal mortality ratio NA 0.05%

The table indicates poor socio economic conditions as well as the health conditions.

The total geographical area of the project or cluster selected for the

treatments is 6435 ha. Out of which some area has been treated under different

schemes in preceding years. Some area like Stony wastes, habitations, roads, local

paths, water bodies etc. are not available for treatments as well as some flat lands of

slope 0-1% slope does not require any treatments, hence kept aside from effective

area of the project. The Gram Panchayat wise details are as follows:

Table 2.3(A) Proposed Land Under Treatment

S. No.

Gram Panchayat

Gram Panchayat Wise Details of Area, in ha

Total Geo graphical

Area

Area Already Treated

Area not Available for

Teatment

Area not Requiring Treatment

Net Effective

Area 1 Moderdi 14910 4121 3000

2 Chowk 9968 1873 3000

Total 24878 5994 6000

Table 2.3(B) Land Use

Land Use Total area in Ha.

Private Panchayat Government Community Total

Agriculture Land 5093 0 0 0 5093

Temporary fallow 550 0 0 0 550

Permanent fallow 56 0 0 0 56

Cultivated Rain fed 5093 0 0 0 5093

Cultivated irrigated 0 0 0 0 0

Net Sown Area 4850 0 0 0 4850

Net Area sown more

than once 90 0 0 0 90

Forest Land 0 0 0 0 0

Waste Land 0 0 173 0 173

Pastures 0 0 128 0 128

Others 0 0 0 0 0

Total 5699 0 301 0 6000

The project area has 403 ha of cultivable wasteland 450 ha of fallow land

(total 853 ha) can be brought under cultivation if some irrigation source can be

provided through Construction of WHS like Khadin, Tanka, Farm ponds etc. Through

demonstration of improved & hybrid rain fed varieties of seeds for the crops of

pulses, oil seeds, fodder, cereals etc. Construction of WHS can also increase in area

under Rabi crop in pedakast which is Negligible at present.

450 ha. (7.5 % 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 (Khadins), Afforestation of

wastelands and Pasture development will be taken up on these lands

Pasture development the land use table shows that there is 300 hectare pasture

land (5%) This emphasizes the need for taking up pastureland development works

through sowing of promising species of grasses and forestry plantation. The local

habitat of grass like dhaman or sewan which is very hardy and perennial in nature

will be established which will improve the availability of good fodder as well as it will

work as a binding agent for soil particles which in turn reduce the soil erosion.

Table 2.4 .a Agriculture and Horticulture status and fuel

availability.

Cropping Status

S

.

N

o

.

Seaso

n

Crop

sown

Rainfed Irrigated Total

Varie

ty

Area

(ha)

Produc

tion

(Ton)

Productiv

ity

(kg/ha)

Varie

ty

Area

(ha)

Produc

tion

(Ton)

Produc

tivity

(kg/ha

)

Area

(ha)

Produ

ction

(Ton)

1 Kharif Bajra

HHB

67 3460 1228 355 0 0 0 0 3460 1228

Moong K 851 438 266 608 0 0 0 0 438 266

Gaur

RBC

936 952 485 510 0 0 0 0 952 485

2 Rabi Musture

d 0 0 0 0 0 55 69 1250 55 69

Wheat 0 0 0 0 0 35 77 2200 35 77

Total 0 4850 2103 0 90 146 4940 2125

Table 2.4.b Abstract of cropped Area (ha)

The

farmers are using indegenious & traditional varieties of Bajra, guar, moong, month,

Til. The varieties for bajra will be used those are developed by RSSC, NSC, CAZRI like

HSB 67, HSB 75, WCC 75 etc. The Moong of varieties like K 17, CAZRI-8, Moth of

varieties like JADIA, RMO 40, CAZRI etc, Sesame of latest varieties will be introduced

with the advice of WDT, resource persons and department of agriculture. The crop

rotation and the cropping pattern will be introduced like inter cropping, mixed

cropping etc. to enhance the out come. The crop rotation for this area under

practice is as follows:

Bajra - Fallow Moong - Tarameera Moong - Fallow Fallow - Tarameera Til - Fallow Caster - Caster Moth - Fallow

The table 2.4.b shows that only 85 ha is (0.01%) is double cropped area and

that is also not on assured basis, it is only due to rain harvesting and moisture

conservation practices. Also the crop rotation shows that fallow lands are there. This

Area under Single crop 4850

Area under Double crop 90

Area under Multiple crop 0

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 as well as multiple

cropping.

Table 2.4.c Productivity Gap Analysis (The table can also be

given in bar chart form)

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:

Farmers are using traditional varieties of Bajra, guar, moong, month, Til

whereas the recommended varieties as mentioned above will definitely

improve the productivity.

Lack of Availability of good quality seeds of desired crops and the availability of

variety in adequate quantities and the time for sowing to the farmers.

Availability of water for cultivation (0.01% is irrigated )

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

Name of

the crop

Productivity kg/ha

India

Highest

Average in

Rajasthan

Highest

Average of Agro

climatic zone

District Project

Area

Bajara

Gaur

Moong

Mustared

wheat

--

--

886

1295

--

339

476

679

1203

500

600

750

1250

415

550

625

980

355

510

608

1250

Forage Crops for further multiplication, introduction of fodder crops in the existing

crop rotations.

Table 2.5 Existing area under

horticulture/Vegetables/Floriculture (ha)

Activity Area Species Varieties Recommended

varieties

Production

(Kg/Ha)

Horticulture --- --- --- --- ---

--- --- --- --- ---

--- --- --- --- ---

Vegetables --- --- --- --- ---

--- --- --- --- ---

--- --- --- --- ---

Floriculture --- --- --- --- ---

--- --- --- --- ---

--- --- --- --- ---

Medicinal

Plants --- --- --- --- ---

Table 2.6 Land holding Pattern in project area

Type of Farmer Total

House holds

Land holding (ha) irrigation source wise

Land holding (ha)Social group wise

Irrigated (source)

Rainfed Total Gen. SC ST OBC BPL

(i) Large farmer 338 205 4240 4445 1330 312 280 2401 122

(ii) Small farmer 27 7 145 152 42 15 13 76 6

(iii) Marginal farmer 53 0 136 136 56 22 18 27 13

(iv) Landless person 28 0 0 0 0 0 0 0 0

(V) No. of BPL households 231 0 360 360 95 42 60 136 27

Total 677 212 4881 5093 1523 391 371 2640 168

6% land holdings belong to small and marginal farmers who own 281 ha of

total cultivated area. Horticulture/vegetables could be more Beneficial to Small and

marginal farmers as well as 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 farm pond/Tanka construction. The project area is planned to put some

area adjacent to the water tanka and RWHS under medicinal crops like

Sonamukhi, Aloevera, Ashwagandha, Asperagus etc.

Agro forestry plantation: To increase the income of farmers and to establish the

shelter belt plantation against wind velocity to protect the lands from erosion due to

high wind velocities.

The limited financial provisions under project restrict to take up these activities. The

convergence with MNREGA or other line Departmental schemes will be sought to

implement it.

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, farm yard manure. The SHG would be motivated to

adopt this activity for income generating activity as well as for livelihood support.

Production and Distribution of Quality Seeds: 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 with the improved technologies and package of practices. The crop

demonstration of different crops suitable for the area and of promising outputs is

proposed under development plan. The convergence with Agriculture Department

and Horticulture Mission is envisaged.

Sprinklers and Pipelines: For efficient water management practices, emphasis would

be on demonstration of Drip and sprinklers with adequate financial support and

convergence/private partnership.

Establishment of Nurseries: Most of the planting material is procured from other

parts of the District/ State. The procurement of planting material from distant places

causes damage to the planting material and often results in untimely supply. Hence

nursery development activity has been planned in area. The nursery will be raised

through SHG with the support of revolving fund of project as well as groups’s own

resources.

Innovative hi-tech/ Cash Economy Oriented Activities: Innovative hi-tech/ cash

crops/ activities/ projects like mushroom cultivation, floriculture, etc which are not in

existence at present, can be implemented by individual farmers / private

partnerships as there is enormous scope of mushroom dry or wet in the nearby

tourist oriented hotels/ resorts. The Activity is proposed through SHG with proper

skill development through trainings at specified centres.

Drip irrigation: Drip irrigation will be promoted in all horticulture plantations,

vegetables and in nurseries for rational use of irrigation to achieve higher yields and

quality produce. Earthen pot/ pitcher irrigation will also be practised at water tank

based plantations.

Table 2.7 Livestock Status-animals/milk production/average

yield.

S.

No

.

Descriptio

n of

animals

Populatio

n

in No.

Yield (milk/

mutton/

Wool)

Equ.

cow

units

Dry matter

requiremen

t per year

(7Kg per

animal.)

Total

require

ment

in M.T.

1 Cows

Indigenous 2100

3.5 ltr per

day 2100 5365500 5366

Hybrid 85 5 ltr per day 85 217175 217

2 Buffaloes 25 6 ltr per day 25 63875 63

3 Goat 6325 1 ltr per day 3162 8078910 8078

4 Sheep 11105

1 to 1.5 per

no. 5552 14185360 14185

5 Camel 252 --- 126 321930 321

6 Poultry 0

750 gm per

bird 0 0 0

7 Piggery 0 0 0 0 0

Total 17792 11050 28232750 28230

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 to control the population of cattle, to 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 of crossbred rams

Besides breed improvement other animal husbandry practices like better health,

hygiene and feeding practices can increase productivity of livestock. Hence Activities

like Animal health camps, Urea-Molasses treatment demonstration, demonstration

of improved methods of conservation and utilization of Forage crops are proposed.

The Storage of fodder will be managed with the use of compressed fodder bricks

with nutritional value addition.

Table 2.8 Existing area under fodder (ha)

S.

No Item Unit Area/Quantity

1 Existing Cultivable area

under Fodder Ha 182

2 Production of Green fodder Tonns/year 1280

3 Production of Dry fodder Tonns/ Year 12200

4 Area under Pastures Ha 300

5 Production of fodder Tonns/year 1500

6 Existing area under Fuel

wood Ha 30

7 Supplementary feed Kgs/ day 0

8 Silage Pits No 0

9 Availability of fodder quintals 14980

10 Deficiency/excess of fodder quintals 13250

The above table shows there is fodder deficiency (Requirement is 282300 Qntl.

and availability 149800 Qntl.)

To minimize the large and expanding gap between feed and fodder resource

availability and demand there is need for

Increase in area under fodder crops

Increase in productivity of fodder crops

Development of pastures

And reduction in large number of livestock production through replacement by

few but productive animals

Table 2.9 Agriculture implements

Farm Mechanization and Seed Banks: As discussed earlier 30.50% land holdings

belong to small and marginal farmers. The cultivation of 30.50% 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. The concept of

fodder and Seed bank will be promoted on institutional basis in the project so that

resource poor people could be facilitated and ensured timely and locally available

seed and fodder material as per their need.

Table 2.10 NREGA Status No. of Card Holder, activities

taken so far, employment status.

S.

no. Name of village

Total No

.of job

cards

Employment

Status

Activity taken up

so far

1 Moderdi 460 70 Gravel Road,

Tradditational

water bodies,

forest/pasture

enclosures etc.

2 Nai Guddi 350 50

3 Nananayai 344 30

4 Rampura 224 80

5 Pratappura 232 90

6 Naya Sanawara 104 20

S.No Implements Nos.

1 Tractor 56

2 Sprayers-manual/ power 12

3 Cultivators/Harrows 32

4 Seed drill 5

5 Any Other 20

Table 2.11 Migration Details

Name of

village

No. of

persons

migrating

No. of

days per

year of

migration

Major

reason(s)

for

migrating

Distance of

destination

of

migration

from the

village

(km)

Occupation

during

migration

Income

from such

occupation

(Rs. in

lakh)

Moderdi 15 245

Employment

& Business 150-2000

Employment

& Business

2-3 lac

annually

per person

Nai Guddi 16 250

Nananyai 12 230

Rampura 10 220

Pratappura 15 245

Naya

Sanawara 18 260

The migration can be checked by creation of employment opportunities,

enhancing farm level economy, increased the income of the people engaged in

animal husbandry by dairy, poultry, proper marketing and value addition to the

produce (As discussed earlier) and diversification in livelihoods. Well planned animal

husbandry activities and dairying is envisaged to be taken as main on farm income

generating activity with convergence of other departmental schemes. A scientific and

temper proof milk collection unit and milk storage unit (chilling Plant) is envisaged to

be installed on SHG concept. The marketing linkages and MOU with Governmental as

well as non- Government sector dairying units in Jodhpur will be ensured with

intervention of District administration and allied Departments/ public sector units.

The existing livelihoods of project Villages are given below

Table 2.12 (a) Major activities (On Farm)

Name of activity No. of

House holds

Average annual income

/per House hold (in lac)

cultivators 600 0.60

Dairying 115 0.20

Poultry 0 0.00

Piggery 0 0.00

Landless Agri.

Labourers 35 0.10

Table 2.12(b) Major activities (Off Farm)

Name of activity Households/indi

viduals

Average annual

income /per House

hold (in lac)

Artisans 5 1.00

Carpenter 20 2.50

Blacksmith 2 0.70

Leather Craft 3 0.50

Porter 5 2.00

Mason 40 1.50

Others specify (Cycle

Repair, STD, Craft etc)

10 0.80

The efforts for increase in income through off farm activities will be made

under livelihood component through assistance to SHG or individuals. Some home

based activities specially for women are being discussed in the meetings of SHG, the

same will be supported through revolving funds and loan from the banks against the

savings/ credits of concerned groups.

Table 2.13(a) Status of Existing SHG

S.No Name of SHG Members Activity

involved

Monthly

income

Fund

available

Assistance

available

Source of

assistance

Training

received

1 Parvati kanwar 10 Embriodery 1000 1.80 Bank Loan ZP Jaisalmer Yes

2 Mayati jalmandal 10 Embriodery 1000 2.15 Bank Loan ZP Jaisalmer Yes

3 Najma Group 10 Embriodery 800 1.5 Bank Loan ZP Jaisalmer Yes

4 Sayar Group 10 Embriodery 1200 1.25 Bank Loan ZP Jaisalmer Yes

5 Kishan Group 10 Embriodery 900 1.00 Bank Loan ZP Jaisalmer Yes

6 Suva Group 10 Embriodery 1000 1.25 Bank Loan ZP Jaisalmer Yes

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

assistance

II. Technical Features

Table 2.14 Ground Water

S.No Source No.

Funct

ional

depth

Dry

Area

irrigat

ed

Water

availability(

days)

1 Dug wells 0 0 0 0 0

2 Shallow

tube wells 0 0 0 0 0

3 Pumping

sets 0 0 0 0 0

4 Deep Tube

Wells 15 75 365 days

Total 15 8

Table 2.15 Availability of drinking water

S.

No

Name of

the

village

Drinking

water

requireme

nt

Ltrs/day

Present

availabi

lity of

drinking

water

Ltrs/day

No. of

drinkin

g water

sources

availab

le

No.

functio

nal

No.

requir

es

repair

s

No.

defunc

t

1 Moderdi 7000 5000 3 3

2 Nai

Guddi

6000 4000 2 2

3 Nananaya

i

5000 4500 1 1

4 Rampura 5500 5000 4 4

5 Pratappu

ra

6500 6000 4 4

6 Naya

Sanawara

7000 5000 3 3

Total 37000 29500 17 17

Table 2.16 Water Use efficiency

Name of major

crop

Area (Hectare)

through water

saving

devices(Drip/

Sprinklers)

through

water

conserving

agronomic

practices#

Any other

(pl.

specify)

Total

Mustard 50 150 --- ---

Zeera 0 30

Guar 0 1750

The tables above indicate need for judicious use of available Water.

Encouraging optimum use of water through installation of sprinklers/ drips on every

operational wells and other irrigation source.

Table 2.17 Slope details.

S.No. Slope percentage Area in

hectares

1 0 to 3% 4000

2 3 to 8% 2000

3 8 to 25%

4 > 25%

As most of the area has slope less than 3%, construction of contour bunds can

solve the problem of water erosion in agriculture fields and protect washing of top soil

and manures/fertilisers. The area having less than 2% slope can be improved by

adopting scientific tillage practices, agronomical practices and vegetative barriers. The

arable lands having slope more than 2% to be treated by constructing earthen bunds,

contour/ field bunding fortified with vegetative hedges of perennial grasses and locally

suited agro forestry plants.

Table 2.18 Soil details

S.

No. Major Soil Classes

Area in

hectares

A Soil Depth

1 Sandy Loam 6000

2 Loam ---

B Soil Depth :

1 0.00 to 7.50 6000

2 7.50 to 45.00 ---

3 > 45.00 ---

C Soil fertility Status

Kg/ha Recomm.

N 50-70 80-90

P 20-30 40-50

K 10-15 20-30

Micronutrients 10-500

ppm 100-500

The analysis of table shows the 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 of micro nutrient and fertilizers as per the crops those

would be taken on the field.

Table 2.19 Erosion details

Cause Type of erosion

Area

affected

(ha)

Run

off(mm/

year)

Average soil

loss (Tonnes/

ha/ year)

Water erosion

a Sheet 2000

b Rill 0

c Gully 0

Sub-Total 0

Wind erosion 4000

Total for project 6000 15 - 20

The need is:

To check land degradation

To reduce excessive biotic pressure by containing the number and controlling

population 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, Earthen embankment

(Nadi) and Khadins would be taken up.

CHAPTER - III Proposed Development Plan

A) Preparatory phase activities, Capacity Building Trainings and EPA

The IEC activities like Group meetings, door to door campaign, slogans and wall

writings etc. are carried out in all the habitations. A series of meetings were conducted

with GP members, community and discussed about the implementation of IWMP

programme. The PRA exercises also conducted in each and every habitation involving all

the stake holders. User groups are also formed to ensure beneficiaries effective and

active participation since from beginning, planning and in execution so that the can use

them on sustained basis and can maintain even after the completion of project.

Grama Sabhas were conducted for approval of entry point activities, for selecting

the watershed committee and approval of DPR.

S.

No

Name of the Gram

Panchayat

Date on which

Grama Sabha

approved EPA

1 Moderdi 05.12.2011

2 Chowk 20.11.2010

Details of Entry Point Activities under taken:

S.

No.

Names

of

village

Amount

ear

marked

for EPA

Entry Point Activities

planned Esti

mated

cost

Exp.

Incur

red

Bal

ance

Exp

ected

outcome

Act

ual

out

come

Solar

lights RWHS

Drinking

water

1 Moderdi 6.00 6 5 0 6.00 6 0.00 To

fulfill

the req.

of

lighting

&

Drinking

water

6

2 Nai Guddi 6.00 6 5 0 6.00 6 0.00 6

3 Nananyai 6.00 6 5 0 6.00 6 0.00 6

4 Rampura 6.00 6 0 1 6.00 6 0.00 6

5 Pratappura 6.00 6 0 1 6.00 6 0.00 6

6 Naya

Sanawara 6.00 6 5 0 6.00 6 0.00 6

Total 36.00 36 20 2 36.00 36 0.00 36

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

S.

No

Name of the

village/Habitation

Date on which

PRA conducted

1 Moderdi 10.01.2012

2 Nai Guddi 12.01.2012

3 Nananayai 15.01.2012

4 Rampura 10.08.2012

5 Pratappura 12.08.2012

6 Naya Sanawara -----

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 for six month period covering all the

households and primary data on demography, Land holdings, Employment status,

Community activities etc. was collected as mentioned in chapter 2.

State Remote Sensing Application centre jodhpur was assigned the work of

preparing various thematic layers using Cartosat-1 and LISS-3 imageries for Creation,

development and management of geo-spatial database depicting present conditions of

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

ownerships at village level.

A) Capacity Building

The information and capacity building activities will be taken up as a major and

essential component of this project as per the common guidelines. A provision of 5%

amount of total project cost is proposed for these activities. Different stake holders in

this project implementation will be provided with appropriate trainings to enhance

their skills, knowledge, efficiency etc. Some national and state level organisations have

been identified by the SLNA to impart the trainings to officials of State, District and PIA

level officials and field functuaries. The project and village level stake holders will be

trained at Regional and District level Resourse organizations as approved by the SLNA

as well as by the DWDU/PIA with their available resourses and with help of resourcefull

and eligible voluntary organizations.

The information, education and communication (IEC) activities will also be carried out

as per the direction and content of project to dissiminate the project related

information to fulfil the project obejectives. An amount of Rs 45.00 is provided for

above I & CB activities.

State Remote Sensing Application Centre (SRSAC) Jodhpur was assigned

the work of preparing various thematic layers using Cartosat-1 and LISS-3 imageries

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

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

under different ownerships at village level

Various thematic layers provided by SRSAC:

Delineation of Macro/Micro watershed boundaries.

Digitised Khasara maps of the villages falling in project area.

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

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

Land Use / Land cover map.

Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data

(as discussed in chapter 2) final Treatment plan on revenue map for implementation has

been framed. Thus each intervention identified has been marked on Geo referenced

Khasra Map with Contours as provided by the SRSAC Jodhpur. ( map enclosed in DPR as

annexure ”A”)

B) Livelihood Action Plan (LAP):

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

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

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

consultation with WDT, WC & the members of SHG, SC/ST, women, landless/ assetless

households. Details of funds available & their utilisation are as under:

(i) Total project cost Rs. 900.00 Lacs.

(ii) Funds available under livelihood component are 9% of total project cost, Rs.

81.00 Lacs.

(a) Seed money for SHGs as revolving fund, Rs. 48.60 Lacs.

- No. of SHG to be formed 200 Nos.

- No of persons (members) in SHGs 1400 Nos.

(b) Seed money for enterprising individuals, Rs. 8.10 Lacs

- No of persons identified as enterprising individuals 33 Nos.

The identification of enterperising individuals is in process and will be provided

with their intended trade and task’s required trainings and there after will be benefited

with the seed money as well as the admissible assistance/ loan from the project and

provided with credit linkages from banks also.

(c) Funds for Enterprising SHG/Federations of SHG

An amount of Rs. 24.30 lac has been envisaged and devised for enterprising self help

groups and federations of self help groups.

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

federation to avail a composite loan for undertaking major livelihood activities or to

upscale activities as recommended by the WC & approved by WCDC in consultation with

line departments.

Details of enterprising SHG/federation would be prepared in coming years after

formation of SHG federation or as the case may be.

C) Production Plan:

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

sensitization of the target beneficiaries. Production System & micro enterprises Action

Plan is pre-requisite for availing the funds under the Production System & micro

enterprises component. Production plan has been prepared by the PIA in consultation

with WDT, WC & the members of Users Group. Details of funds available & their

utilisation are as under:

(i) Total project cost Rs 900.00 Lacs.

(ii) Funds available under Production System & Micro enterprises component is 10%

of total project cost, Rs.90.00 Lacs.

The appropriate species of horticulture plants those are adaptable in arid climate of

Jaisalmer District like Date palm, Pomegranate, Lesua/ Gunda, Ber etc. will be Provided

to the interested beneficiaries in the coming years who are having some sort of

irrigation facilities or rain water harvesting systems. The water conservation devices

like sprinklers, drip irrigation system, pitcher irrigation etc. will also be promoted and

implemented with the convergence of Agriculture/ Horticulture Departments. The

medicinal plants will also be tried to propagate in available conditions with the

technical interventions of project. The promising varieties of different crops will be

provided as crop demonstrations with recommended package of practices to enhance

the agriculture productivities. The vermi-compost units will also be promoted amongst

the interested beneficiaries to ensure its replication at large to provide bio fertilizers.

Individuals beneficiaries are being identified at persent and will also be added in

coming years of project period. The activity wise outlay has been indicated in

development plan.

(iii) Funds for Animal Husbandary activities have been provided Rs 12.35 lacs out of

above total provision of Rs 90.00 lac for production activities.

Awareness Programme

-Slogan Wall Painting,

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

-Broadcasting / Telecasting Film Show

-Visit- intra/ inter/ out of State/ Abroad

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

Creation of Disease Free Zone: Livestock’s health coverage

With the intervention of project it is envisaged to create the project area as a disease free zone with following activities

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

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

-Distribution of mineral mixture. (Convergence with peer department)

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

-Ensure Hygenic measures to check Zonosis. (DAH/ IWMP)

Infertility Management

To ensure Livestock’s Productivity the population of stray animals will be controlled through castration and productivity of animals will be improved with the:

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

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

-Breed Improvment: To ensure Livestock’s Productivity enhancement

-A.I. (Convergence with peer department)

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

-Registration of bulls (Convergence with peer department)

-Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks.

-Financial Incentive to the Inseminator for Calf Borns.

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

-An Assistance to control Malnutrition: Protein Supplementation

-Feed & fodder production enhancement.

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

indicating outgoing liabilities as well as new projects which they wish to take during next

financial years & will submit to PM(WCDC). These plans will be placed for approval at

P.S. (Standing Committee of Production and Agriculture) & Z.P. (Standing Committee of

Production) level every year. While preparing Annual Action Plan (AAP) if rates of labour

or material in DPR increases or decreases, the changed rates will be applicable for

preparing AAP & the effect of same can be met by converging the remaining works with

other schemes.

Proposed Development Plan

Qty.Total

Cost

Cost

from

Project

Fund

Conver

gence

Fund

Bene

ficiary

Contri

bution

Qty.Total

Cost

Cost

from

Project

Fund

Conver

gence

Fund

Bene

ficiary

Contri

bution

Qty.Total

Cost

Cost

from

Project

Fund

Conver

gence

Fund

Bene

ficiary

Contri

bution

Admn. 10% 45.00 45.00 0.00 0.00 45.00 45.00 0.00 0.00 0 90.00 90.00 0.00 0.00

Monitoring 1% 4.50 4.50 0.00 0.00 4.50 4.50 0.00 0.00 0 9.00 9.00 0.00 0.00

Evaluation 1% 4.50 4.50 0.00 0.00 4.50 4.50 0.00 0.00 0 9.00 9.00 0.00 0.00

EPA 4% 18.00 18.00 0.00 0.00 18.00 18.00 0.00 0.00 0 36.00 36.00 0.00 0.00

I&CB 5% 22.50 22.50 0.00 0.00 22.50 22.50 0.00 0.00 0 45.00 45.00 0.00 0.00

DPR 1% 4.50 4.50 0.00 0.00 4.50 4.50 0.00 0.00 0 9.00 9.00 0.00 0.00

Total (A) 22% 99.00 99.00 0.00 0.00 99.00 99.00 0.00 0.00 0 198.00 198.00 0.00 0.00

(B) Natural resource management (56%) 252.00 252.00 504.00

Conservation measures for arable land (private land)

Field Bunding ha 0.093 540 50.22 36.67 13.55 2.75 570 53.01 42.90 10.11 3.22 1110 103.23 79.57 23.66 5.97

Earthen Structure 1 No. 1.2 13 15.60 15.60 0.00 1.17 10 12.00 12.00 0.00 0.90 23 27.60 27.60 0.00 2.07

Earthen Structure 2 No. 1.75 8 14.00 14.00 0.00 1.05 8 14.00 14.00 0.00 1.05 16 28.00 28.00 0.00 2.10

Earthen Structure 3 No. 2 10 20.00 20.00 0.00 1.50 12 24.00 24.00 0.00 1.80 22 44.00 44.00 0.00 3.30

Tanka 1 No. 0.62 35 21.70 21.70 0.00 1.63 35 21.70 21.70 0.00 1.63 70 43.40 43.40 0.00 3.26

Tanka 2 No. 0.7 35 24.50 24.50 0.00 1.84 35 24.50 24.50 0.00 1.84 70 49.00 49.00 0.00 3.68

Khadin No. Site wise 4 36.56 36.56 0.00 2.74 3 25.56 25.56 0.00 1.92 7 62.12 62.12 0.00 4.66

Conservation measures for non arable land

Pasture Development ha 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

V-ditch ha 0.0192 82 1.57 1.57 0.00 0.00 80 1.54 1.54 0.00 0.00 162 3.11 3.11 0.00 0.00

Water Harvesting Structure No. 3 3 9.00 9.00 0.00 0.00 4 12.00 12.00 0.00 0.00 7 21.00 21.00 0.00 0.00

Afforestation ha 1.6 40 64.00 64.00 0.00 0.00 40 64.00 64.00 0.00 0.00 80 128.00 128.00 0.00 0.00

Tanka 3 No. 1.4 6 8.40 8.40 0.00 1.00 7 9.80 9.80 0.00 1.00 13 18.20 18.20 0.00 2.00

Drainage line treatment

MMS, Gabin No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

LSCD No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

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

Gully Plugs (ECD) No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

Ground water structure No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

Total (B) 265.55 252.00 13.55 13.68 262.11 252.00 10.11 13.35 527.66 504.00 23.66 27.03

Production measures for arable land 45.00 45.00 90.00Arid Horticulture ha 1.2 10 12.00 9.00 3.00 1.35 10 12.00 9.05 2.95 1.36 20 24.00 18.05 5.95 2.71

Sprinklers & Drip irrigation ha 0.8 6 4.80 3.80 1.00 0.57 6 4.80 3.80 1.00 0.57 12 9.60 7.60 2.00 1.14

Vegetables No. 0.005 510 2.55 2.55 0.00 0.38 500 2.50 2.50 0.00 0.38 1010 5.05 5.05 0.00 0.76

Medicinal plants No. 0.005 30 0.15 0.15 0.00 0.02 30 0.15 0.15 0.00 0.02 60 0.30 0.30 0.00 0.05

Vermi compost No. 0.1 30 3.00 3.00 0.00 0.45 30 3.00 3.00 0.00 0.45 60 6.00 6.00 0.00 0.90

Crop Demonstration No. 0.015 900 13.50 13.50 0.00 2.03 900 13.50 13.50 0.00 2.03 1800 27.00 27.00 0.00 4.05

Micro Enterprise

Dairy No. 4.00 4.00 0.00 0.60 4.00 4.00 0.00 0.60 0 8.00 8.00 0.00 1.20

Poultry No. 1.00 1.00 0.00 0.15 1.00 1.00 0.00 0.15 0 2.00 2.00 0.00 0.30

Animal camp/Breed improovement No. 4.00 4.00 0.00 0.60 4.00 4.00 0.00 0.60 0 8.00 8.00 0.00 1.20

Local Artisans/craft No. 2.00 2.00 0.00 0.30 2.00 2.00 0.00 0.30 0 4.00 4.00 0.00 0.60

Food Processing No. 2.00 2.00 0.00 0.30 2.00 2.00 0.00 0.30 0 4.00 4.00 0.00 0.60

Total (C) 49.00 45.00 4.00 6.75 48.95 45.00 3.95 6.75 0 97.95 90.00 7.95 13.50

Livelihood Activities (9%) 40.50 40.50 40.50 40.50 0.00 0.00 0 81.00 81.00 0.00 0.00

Total (D) 40.50 40.50 0.00 0.00 40.50 40.50 0.00 0.00 0 81.00 81.00 0.00 0.00

(E) ConsolidationTotal (E) 13.50 13.50 0.00 0.00 13.50 13.50 0.00 0.00 0 27.00 27.00 0.00 0.00

Grand Total 467.55 450.00 17.55 20.43 464.06 450.00 14.06 20.10 931.61 900.00 31.61 40.53

Total

(A) Preparatory phase activities capacity building training & EPA

(C) Production System, Micro Enterprise and Livelihood Activities (19%)

Activity UnitUnit

Cost

GP : Moderdi GP : Chowk

Activity Unit Qty.Unit

cost

Total

cost

Cost from

Project

Fund

Conver

gence

Fund

Beneficiary

Contribution

(A) Preparatory phase activities capacity building training & EPAAdmn. 10% 0 0 90.00 90.00 0.00 0.00Monitoring 1% 0 0 9.00 9.00 0.00 0.00Evaluation 1% 0 0 9.00 9.00 0.00 0.00EPA 4% 0 0 36.00 36.00 0.00 0.00I&CB 5% 0 0 45.00 45.00 0.00 0.00DPR 1% 0 0 9.00 9.00 0.00 0.00

Total (A) 198.00 198.00 0.00 0.00

(B) Natural resource management (56%)Conservation measures for arable land (private land)

Field Bunding ha 1110 0.093 103.23 79.57 23.66 5.97

Earthen Structure 1 No. 23 1.2 27.60 27.60 0.00 2.07

Earthen Structure 2 No. 16 1.75 28.00 28.00 0.00 2.10

Earthen Structure 3 No. 22 2 44.00 44.00 0.00 3.30Tanka 1 No. 70 0.62 43.40 43.40 0.00 3.26Tanka 2 No. 70 0.7 49.00 49.00 0.00 3.68Khadin No. 7 Site wise 62.12 62.12 0.00 4.66Conservation measures for non arable land

Pasture Development ha 0 0 0.00 0.00 0.00 0.00V-ditch ha 162 0.0192 3.11 3.11 0.00 0.00

Water Harvesting

StructureNo. 7 3 21.00 21.00 0.00 0.00

Afforestation ha 80 1.6 128.00 128.00 0.00 0.00Tanka 3 No. 13 1.4 18.20 18.20 0.00 2.00Draunage line treatment

MMS, Gaboin No. 0 0 0.00 0.00 0.00 0.00LSCD No. 0 0 0.00 0.00 0.00 0.00WHS No. 0 0 0.00 0.00 0.00 0.00

Gully Plugs (ECD) No. 0 0 0.00 0.00 0.00 0.00

Ground water structure No. 0 0 0.00 0.00 0.00 0.00Total (B) 527.66 504.00 23.66 27.03

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

Arid Horticulture ha 20 1.2 24.00 18.05 5.95 2.71

Sprinklers & Drip irrigation ha 12 0.8 9.60 7.60 2.00 1.14

Vegetables No. 1010 0.005 5.05 5.05 0.00 0.76

Medicinal plants No. 60 0.005 0.30 0.30 0.00 0.05

Vermi compost No. 60 0.1 6.00 6.00 0.00 0.90

Crop Demonstration No. 1800 0.015 27.00 27.00 0.00 4.05Micro Enterprise

Dairy No. 0 0 8.00 8.00 0.00 1.20Poultry No. 0 0 2.00 2.00 0.00 0.30Animal camp/Breed improovementNo. 0 0 8.00 8.00 0.00 1.20Local Artisans/craft No. 0 0 4.00 4.00 0.00 0.60Food Processing No. 0 0 4.00 4.00 0.00 0.60

CHAPTER-IV Activity wise Total Abstract of cost

Total (C) 97.95 90 7.95 13.5

D.Livelihood Activities (9%) 0 0 81.00 81.00 0.00 0.00Total (D) 81.00 81.00 0.00 0.00

(E) ConsolidationTotal (E) 0 0 27.00 27.00 0.00 0.00

Grand Total 931.61 900.00 31.61 40.53

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

Admn. 0 0 10% 90.00 27.00 18.00 9.00 9.00 9.00 9.00 9.00 0 90.000

Monitoring 0 0 1% 9.00 0.00 0.00 1.80 1.80 1.80 1.80 1.80 0 9.000

Evaluation 0 0 1% 9.00 0.00 0.00 0.00 1.80 0.00 2.70 4.50 0 9.000

EPA 0 0 4% 36.00 10.80 25.20 0.00 0.00 0.00 0.00 0.00 0 36.000

I & CB 0 0 5% 45.00 9.00 9.00 9.00 4.50 4.50 4.50 4.50 0 45.000

DPR 0 0 1% 9.00 2.70 3.60 0.00 0.00 2.70 0.00 0.00 0 9.000

Total (A) 198.00 49.50 55.80 19.80 17.10 18.00 18.00 19.80 0.00 198.00

Field Bunding ha 1110 0.093 79.57 230 15.91 389 27.85 222 15.91 222 15.91 48 3.98 1110 79.570

Earthen Structure 1 No. 23 1.2 27.60 6 5.52 8 9.66 5 5.52 5 5.52 0 1.38 23 27.600

Earthen Structure 2 No. 16 1.75 28.00 4 5.60 6 9.80 3 5.60 3 5.60 0 1.40 16 28.000

Earthen Structure 3 No. 22 2 44.00 6 8.80 8 15.40 4 8.80 4 8.80 0 2.20 22 44.000

Tanka 1 No. 70 0.62 43.40 17 8.68 25 15.19 14 8.68 14 8.68 1 2.17 70 43.400

Tanka 2 No. 70 0.7 49.00 17 9.80 25 17.15 14 9.80 14 9.80 1 2.45 70 49.000

Khadin No. 7 Site wise 62.12 1 12.42 2 21.74 1 12.42 1 12.42 0 3.11 7 62.120

Conservation measures for non arable land

Pasture Development ha 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

V-ditch ha 162 0.0192 3.11 40 0.62 57 1.09 32 0.62 32 0.62 0 0.16 162 3.110

Water Harvesting Structure No. 7 3 21.00 1 4.20 2 7.35 1 4.20 1 4.20 0 1.05 7 21.000

Afforestation ha 80 1.6 128.00 20 25.60 28 44.80 16 25.60 16 25.60 0 6.40 80 128.000

Tanka 3 No. 13 1.4 18.20 3 3.64 5 6.37 3 3.64 3 3.64 0 0.91 13 18.200

Drainage line treatment 0 0.000

MMS, Gabin No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

LSCD No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

WHS No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

Gully Plugs (ECD) No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

Ground water structure No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

Total (B) 504.00 346 100.80 553 176.40 316 100.80 316 100.80 49 25.20 1580 504.00

Arid Horticulture ha 20 1.2 18.05 4 3.61 7 6.32 4 3.61 4 3.61 1 0.90 20 18.050

Sprinklers & Drip irrigation ha 12 0.8 7.60 2 1.52 4 2.66 2 1.52 2 1.52 1 0.38 12 7.600

Vegetables No. 1010 0.005 5.05 202 1.01 354 1.77 202 1.01 202 1.01 51 0.25 1010 5.050

Medicinal plants No. 60 0.005 0.30 12 0.06 21 0.11 12 0.06 12 0.06 3 0.02 60 0.300

Vermi compost No. 60 0.1 6.00 12 1.20 21 2.10 12 1.20 12 1.20 3 0.30 60 6.000

Crop Demonstration No. 1800 0.015 27.00 360 5.40 630 9.45 360 5.40 360 5.40 90 1.35 1800 27.000

Micro Enterprise

Dairy No. 0 0 8.00 0 1.60 0 2.80 0 1.60 0 1.60 0 0.40 0 8.000

Poultry No. 0 0 2.00 0 0.40 0 0.70 0 0.40 0 0.40 0 0.10 0 2.000

Animal camp/Breed improovement No. 0 0 8.00 0 1.60 0 2.80 0 1.60 0 1.60 0 0.40 0 8.000

Local Artisans/craft No. 0 0 4.00 0 0.80 0 1.40 0 0.80 0 0.80 0 0.20 0 4.000

Food Processing No. 0 0 4.00 0 0.80 0 1.40 0 0.80 0 0.80 0 0.20 0 4.000

Total (C) 90.00 592 18.000 1037 31.500 592 18.000 592 18.000 148 4.500 2962 90.000

D.Livelihood Activities (9%) 0 0 81.00 0 16.20 0 28.35 0 16.20 0 16.20 0 4.05 0 81.000

Total (D) 81.00 0 16.200 0 28.350 0 16.200 0 16.200 0 4.050 0 81.000

(E) Consolidation 0 0 27.00 0 0.00 0 0.00 0 0.00 0 5.40 0 21.60 0 27.000

Grand Total 27.00 49.500 55.800 938 154.800 1590 253.35 908 153.00 908 158.40 197 75.15 4542 900.000

Yearwise % Targets 900.00 5.500 6.200 17.200 28.150 17.000 17.600 8.350 100.000

Activity Unit Qty.Unit

Cost

4th yearTotal

cost

1st year 2nd year 3rd year

ANNUAL ACTION PLAN-(THROUGH PROJECT FUND)

(C) Production System and micro enterprise(19%)

(A) Preparatory phase activities capacity building trainings & EPA

Production measures for arable land

(B) Natural resource management (56%)

Conservation measures for arable land(private land)

5th year 6th year 7th year Total

1 3 4 5 6S.

No.

Unit of

measurement

Pre-project

Status

Expected Post-

project Status Remarks

1 Meters 75.00 74.50

2 No. 6 13

3 TDS 2,500 2,450

4 KLPD 29.50 37.20

5 Ha 90.00 100.00

6 Description 0.00 0.00

7

Ha 4,850.00 5,000.00

Ha 90.00 100.00

Ha 0.00 0.00

8 Ha 5,093.00 5,093.00

9

q/ha 3.55 4.50

q/ha 0.00 0.00

q/ha 0.00 0.00

q/ha 12.50 15.00

10

ton 1,228.30 1,611.00

ton 0.00 0.00

ton 0.00 0.00

ton 68.75 90.00

11 Ha 265.00 300.00

12 Ha 0.00 50.00

13 Ha 0.00 45.00

14 Ha 128.00 300.00

15 Q 14,980.00 25,500.00

16 Litres/day 2,370.00 2,850.00

17 No. 2 110

18 No. 16 33

19 Rs.in lac 0.16 0.27

20 No. 86 45

21 No. 0 12

SHGs Active

No. of enterprising individuals

Income

Migration

SHG Federations formed

Area under vegetation

Area under horticulture

Area under fuel

Area under Fodder

Fodder production

Milk production

Yield of Mustard

production of major crops of area

Production of Bajra

Production of Wheat

Production of Gram

Production of Mustard

Area under multiple crop

Change in cultivated Area

Yield of major crops of area

Yield of Bajra

Yield of Wheat

Yield of Gram

Availability of drinking water

Change in irrigated Area

Change in cropping/ land use pattern

Area under agricultural crop

Area under single crop

Area under double crop

CHAPTER – VI EXPECTED OUT COMES

2

Item

Status of water table (Depth to Ground water level)

Ground water structures repaired/ rejuvenated

Quality of drinking water

No. L B H Qty. Rate Amount

1 Dag belling, 5-10 cm deep LS Mtr 2 100 200 0.40 80.00

2 Jungle clearance, ordinary jungle 82 Sqm 1 100 3.45 345 1.30 448.50

3 Earth work for embankment in dry or

wet in layers of 15 cm, breaking of

clods, picking of grasses, pebbles etc.

& dressing in given profile including

1.5 mtr of lift & 50 mtr of lead, in

hard soil

119(b)

Cum 1 100

(0.45+5.

25)/2 1.2 342 84.00 28728.00

4 Sowing of grass seeds on ridges in 3

layers

114

Mtr 3 100 300 1.00 300.00

5 Supply of grass seeds (Dhaman/

Sewan/Stylo Hamata etc,)

LS

Kg 3 1 3 80.00 240.00

Sub Total 29796.50

Add: Contingencies @ 3% 893.90

Grand Total 30690

306.904Or Rate per mtr = say 310.00/mtr

OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA

Detailed & Abstract of Estimate for Field Bunding

S.

No.Item

Item

Ref.Unit

Details of Measurement

IWMP Estimate 1 1

Length 250 mtr



2 Jungle clearance, ordinary jungle 82 Sqm 1 250 7 1750 1.30 2275.00






hard soil

119(b)

Cum 1 250 (1+7)/2 1.5 1500 84.00 126000.00


layers

114

Mtr 10 250 2500 1.00 2500.00



LS

Kg 10 0.5 5 80.00 400.00

6 Pitiching 15-23 cm size hammer

dressed stones with all lifts and leads

including packing of stones in

required profile

124

Cum 1 20 10 0.2 40 910.00 36400.00

Sub Total 167775.00


Grand Total 172808

Or say Rs. 175000.00


Detailed & Abstract of Estimate for Earthen Structure

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 2

Length 150 mtr









hard soil

119(b)

Cum 1 150 (1+7)/2 1.5 900 84.00 75600.00


layers

114

Mtr 10 150 1500 1.00 1500.00



LS

Kg 10 0.5 5 80.00 400.00




required profile

124

Cum 1 20 10 0.2 40 910.00 36400.00

Sub Total 115385.00


Grand Total 118847

Or say Rs. 120000.00



S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 3

Length 300 mtr









hard soil

119(b)

Cum 1 300 (1+7)/2 1.5 1800 84.00 151200.00


layers

114

Mtr 10 300 3000 1.00 3000.00



LS

Kg 10 0.5 5 80.00 400.00




required profile

124

Cum 1 20 10 0.2 40 910.00 36400.00

Sub Total 193970.00


Grand Total 199789

Or say Rs. 200000.00



S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 4



2 Jungle clearance, ordinary jungle 82 Sqm 1 100 3.45 345 1.30 448.50

3 Earth work for excavation in

foundation trenches in dry or moist

soil & back filling of soil in jhiri &

disposal of excavated of soil in

required profile including 1.5 mtr of

lift & 50 mtr of lead, in hard soil

2(b)

Cum ,1/2 100 0.9 0.45 20.25 81.00 1640.25


row

114

Mtr 1 100 100 1.00 100.00



LS

Kg 1 1 1 80.00 80.00

Sub Total 2308.75


Grand Total 2378

Or per mtr. cost is Rs. 23.78 Say Rs. 24.00/mtr.


Detailed & Abstract of Estimate for V-ditch

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 5

Per ha.








2(b)

V-ditch/Contour Cum 20x1/2 100 0.6 0.3 180 81.00 14580.00

2 Digging of pits for foresty Plants of

the size 45 x 45 x 45 cm in hard soil

112(b)

No. 400 400 7.00 2800.00

3 Plantation of foresty plants in flat

lands

113(b)

No. 400 400 3.00 1200.00

4 Making of balls of grass seeds, FYM,

snad & clay in the ratio of 1:2:2

including beating & screening of

FYM & clay, cleaning of grass seeds

F/3-2

Per 6

Kg 6 60.00 60.00

5 Making of thawala in 50 cm dia in

semi circular pattern, in flat lands

117(b)

No. 400 400 1.70 680.00


row

114

Mtr 20 100 2000 1.00 2000.00

7 Watering of plants @ 15 ltr per plant

with available water, 20 watering per

year for 3 years pasture enclosure

3 x 20 x 400

115

No. 24000 24000 2.00 48000.00

8 Supply of potable water for watering

of plants by tractor mounted water

tanker with a lead upto 10 km

LS

Tanker 120 120 500.00 60000.00

9 Hoeing & weeding 15 cm deep & in

45 cm dia in semi circular pattern

twice a year

2 x 3 x 400

116

No. 2400 2400 1.00 2400.00

10 Application of insecticide and

fertilizers to plants excluding cost of

insecticide and fertilizers, twice a year

3 x 2 x 400

F/F-5

No. 2400 2400 0.28 672.00


Detailed & Abstract of Estimate for Silvi-Pasture Model

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 6


S.

No.Item

Item

Ref.Unit


11 Protection of plants from frost/loo

using grass or other localy availble

materials (by making a Jhonpa of 0.6

mtr dia of plant height and covering

the plant by it)

F/G-5

No. 400 400 3.56 1424.00

12 Supply of FYM/fertilizers &

insecticides

LS

No. 2400 2400 10.00 24000.00



LS

Kg 6 80.00 480.00

14 Suppy of foresty plant including 20%

gap filling per year & taking into

considration the mortality of plants

during transportation & rehandling &

including of transportation from all

lead & lifts

400 + 80 + 40 + 20 + 50

LS

No. 590 590 10.00 5900.00

15 Provision for watch and ward for 3

years

3 x 12 x 30 man days for 10 ha area

minimum

LS

No. 1080 1080 135.00 14580.00

Sub Total 178776.00

16 Fencing : Provision for barbed wire

fencing with RCC posts as per

enclosed detailed estimate,

considering minimum area of encloser

10 ha. & average length of fencing is

125 mtr./ha.

As per

estimate

Mtr 125 125 1000.00 125000.00

Sub Total 125000.00

Total 303776.00


Grand Total 312889

Say Rs. 310000.00/ha.

IWMP Estimate 1 7

Per ha.


1 Surveying of Proposed Area Ha 1 1 182.06 182.06







2(b)

V-ditch/Contour furrow at every 25

Mtr interval 4x1/2 100 0.6 0.3 36

Cum 36 81.00 2916.00

2 Digging of pits for foresty Plants of

the size 45 x 45 x 45 cm in hard soil

112(b)

No. 400 400 7.00 2800.00

3 Plantation of foresty plants in flat

lands

113(b)

No. 400 400 3.00 1200.00

4 Making of balls of grass seeds, FYM,

snad & clay in the ratio of 1:2:2

including beating & screening of

FYM & clay, cleaning of grass seeds

F/3-2

Per 6

Kg 6 60.00 60.00

5 Making of thawala in 50 cm dia in

semi circular pattern, in flat lands,

every year upto 3 years

117(b)

No. 1200 1200 1.70 2040.00


row

114

Mtr 20 100 2000 1.00 2000.00

7 Watering of plants @ 15 ltr per plant

with available water, 12 watering per

year for 3 years pasture enclosure

3 x 12 x 400

115

No. 14400 14400 2.00 28800.00

8 Supply of potable water for watering

of plants by tractor mounted water

tanker with a lead upto 10 km

LS

Tanker 50 50 500.00 25000.00

9 Hoeing & weeding 15 cm deep & in

45 cm dia in semi circular pattern

twice a year

2 x 3 x 400

116

No. 2400 2400 1.00 2400.00


Detailed & Abstract of Estimate for Silvi-Pasture Model

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 8


S.

No.Item

Item

Ref.Unit


10 Application of insecticide and

fertilizers to plants excluding cost of

insecticide and fertilizers, twice a year

3 x 2 x 400

F/F-5

No. 2400 2400 0.36 864.00

11 Protection of plants from frost/loo

using grass or other localy availble

materials (by making a Jhonpa of 0.6

mtr dia of plant height and covering

the plant by it)

F/G-5

No. 400 400 3.56 1424.00

12 Supply of FYM/fertilizers &

insecticides

LS

No. 2400 2400 10.00 24000.00



LS

Kg 6 80.00 480.00

14 Suppy of foresty plant including 20%

gap filling per year & taking into

considration the mortality of plants

during transportation & rehandling &

including of transportation from all

lead & lifts

400 + 80 + 40 + 20 + 50

LS

No. 590 590 10.00 5900.00

15 Provision for watch and ward for 3

years

3 x 12 x 30 man days for 10 ha area

minimum

LS

No. 1080 1080 135.00 14580.00

Sub Total 114464.00

16 Fencing : Provision for barbed wire

fencing with RCC posts as per

enclosed detailed estimate,

considering minimum area of encloser

10 ha. & average length of fencing is

125 mtr./ha.

As per

estimate

Mtr 125 125 320.00 40000.00

Sub Total 40000.00

Total 154464.00


Grand Total 159098

Say Rs. 160000.00/ha.

IWMP Estimate 1 9

Per 100 mtr







lift & 50 mtr of lead, in hard soil. (Pits

for fixing Stone Patti posts, 5 mtr

interval))

2(b)

Cum 20 0.6 0.45 0.6 3.24 81.00 262.44

2 Supply of Stone Patties, 7' long Sqm 20 2.15 0.3 12.9 465.00 5998.50

20 7 1 0.25 35

Cum 0.991 204.00 202.15

4 P& F of Goat proof jali LS Mtr 1 100 100 100.00 10000.00

LS 5 100 500

Kg 82 90.00 7380.00

6 P& F of MS gate as per instruction of

Engineer incharge

LS

Kg 100 100 70.00 7000.00

Sub Total 30843.09


Grand Total 31768

Estimated cost is Rs. 320/mtr

UnitDetails of Measurement

Or say Rs. 32000.00

Carriage of stone patties, Avg. 40 Km

lead. (7'X1'X0.25')

Supply, Drawing & fixing of barbed

wire strands with binding wires and

clips, Barbed wire for fencing

including transportation, 5 Strands

3

5


Detailed & Abstract of Estimate for Barbed Wire Fencing with Stone Patti Posts

S.

No.Item

Item

Ref.

IWMP Estimate 1 10

Per 100 mtr








2(b)

Cum 53 0.45 0.45 0.6 6.44 81.00 521.60

2 PCC in 1:3:6 (1Cement :3 Course

Sand :6 Graded stone aggregate 20

mm nominal size for fixing of posts

102(b)

Cum 53 0.45 0.45 0.6 6.44 2229.00 14353.65

3 RCC in 1:2:4 for pre-casting of RCC

posts with curing etc.

37(a)

Cum 53 2.1 0.1 0.1 1.113 2960.00 3294.48

4 P&F centering & shuttering 45(a) Sqm 53 2.1 0.4 44.52 100.00 4452.00

5 P & F mild steel bars for

reinforcement, 01.5% of RCC

46

Kg 131.1 59.00 7732.29

6 Transporation of pre-casted RCC

posts

LS

No. 53 53 30.00 1590.00

7 Providing & drawing the barbed wire

through hooks provided in posts and

tightening the same and fixing with

the binding wire in 6 strands with

diagonally double bracing, each 10th

post & corner post to be reinforced

with slanted supports both way

LS

Mtr 100 100 650.00 65000.00

Sub Total 96944.01


Grand Total 99852

Estimated cost is Rs. 1000/mtr


Or say Rs. 100000.00

Detailed & Abstract of Estimate for Barbed Wire Fencing with Precasted RCC Posts

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 11

Village: …………………………………….

Khasra No.: …………………………………. 20000 Ltr Capacity (Circular)


Earth work in excavation and disposal

of earth in given profile including 1.5

mtr of lift & 50 mtr of lead, in hard soil

119(b)

Water Tank 16.83

Inlets 2 1 1 1 2.00

18.83 81.00 1525.10

2 in disintegrated rocks and one aditional

lift

119©

Cum 16.83 139.00 2339.15

PCC in Foundation Providing and

laying cement concrete incduding

curring compection etc.complete in

specified grade excluding the cost of

centering and shuttering - All work up

to plinth level. 1:4:8 (1cement : 4

coarse sand : 8 graded stone aggregate

40 mm nominal size).

11(c)a

Water Tank 2.88

Inlets 2 1 1 0.3 0.60

Cum 3.48 1723.00 5996.04

Cement Concrete flooring in 1:2:4

using crusher broken aggregate of 12

mm size , 50 mm thick, in Bottom of

Tank

58(a)

5.93

at top of the Tanka 9.63

Inlets 2 1 1 2.00

Sqm 17.56 224.00 3933.44

Stone Masonry For Foundation

Random Rubble stone masonry for

foundation and plinth in cement sand

mortar above 30cm thick wall in:

cement mortar 1:6 (1cement : 6sand)

24(a)a

Water Tank 13.05

Inlets 2 2.4 0.3 3.25 4.68

Cum 17.73 1625.00 28811.25

6 P/L stone slab roofing in good quality

slabs including filling of joints in CM

1:4 complete

36

Sqm 9.61 933.00 8966.13

0.5x(∏/4x3.5x3.5x3.5)

1x(∏/4x2.75x2.75)

1x(∏/4x3.5x3.5)

0.5x(∏/4x3.5x3.5x3.5)

1

1x(∏/4x3.5x3.5x0.30)

5

1x∏x3.125x0.38x3.5

∏/4x3.5x3.5

3

4


Detailed & Abstract of Estimate for Water Tank

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 12


S.

No.Item

Item

Ref.Unit


Plaster in CM (1:4 ), 25 mm thick 67(a)

Inner Wall of Water tank 30.22

Outer walls of water Tank 6.59

Inlets 2 3 0.6 3.60

Sqm 40.41 163.00 6586.83

8 P/F Lid over Opening, Mesh in inlets,

Display boards etc.

LSNo. 1 1.00 2000.00 2000.00

Total 60157.95


Grand Total 61963

JEn

IWMP …….

AEn

& PIA IWMP ……….

7

Say Rs. 0.62 lac

1x∏x2.75x3.5

1x∏x3.5x0.60

IWMP Estimate 1 13

Village: …………………………………….

Khasra No.: …………………………………. 22000 Ltr Capacity (Rect+Semi Circular)





119(b)

Water Tank (Semi circular part) 10.05

Water Tank (Rectangular part) 8.00

Inlets 2 1 1 1 2.00

Cum 20.05 81.00 1623.89

in disintegrated rocks and one aditional

lift

119©



Cum 18.05 139.00 2508.67









11(c)a



Inlets 2 1 1 0.3 0.60

Cum 4.93 1723.00 8497.01




58(a)

At bottom or floor



Inlets 2 1 1 0.3 0.60

at top of the Tanka



Sqm 24.65 224.00 5521.68

1x(2.00x3.2)

2

1x(2.0x3.2x0.30)

1x(∏/4x2.45x2.45)

1x(2.0x2.45)

1x(∏/4x3.2x3.2)

4

0.5x(2.0x3.2x2.5)

Unit

1

0.5x(∏/4x3.2x3.2x2.5)



S.

No.Item

Item

Ref.

3


1x(∏/4x3.2x3.2x0.30)

0.5x(2.0x3.2x2.5)

0.5x(∏/4x3.2x3.2x2.5)

IWMP Estimate 1 14

No. L B H Qty. Rate AmountUnit

S.

No.Item

Item

Ref.







24(a)a



Inlets 2 2.4 0.3 3.25 4.68

Cum 16.39 1625.00 26637.25



1:4 complete

36



Patti as lintel 1.92

Sqm 16.36 933.00 15262.39


Inner Wall, semi circular 20.00

Inner Wall, Rectangular 10.40

Outer walls, semi circular 6.03

Outer walls, Rectangular 2.40

Inlets 2 3 0.6 3.60

Sqm 42.43 163.00 6916.19


Display boards etc.

LSNo. 1 1.00 1000.00 1000.00

Total 67967.08


Grand Total 70006

JEn

IWMP …….

7

1x∏x2.45x2.60

2x2.0x2.60

AEn


1x(∏/4x3.2x3.2)

1x(2.0x3.2)

2x3.2x0.30

1x∏x3.2x0.60

2x2.0x0.60

Say Rs. 0.70 lac

5

1x∏x2.825x0.35x2.60

2x2.0x0.35x2.60

IWMP Estimate 1 15

Village: …………………………………….

Khasra No.: …………………………………. 30000 Ltr Capacity (Circular)


Earth work in excavation and

disposal of earth in given

profile including 1.5 mtr of lift

& 50 mtr of lead, in hard soil

119(b)

Water Tank 23.75

Inlets 2 1 1 1 2.00

Peripheri wall 3.23

Cum 28.98 81.00 2347.56

2 in disintegrated rocks and one

aditional lift, Water Tank

119© Cum 23.75 139.00 3301.24

PCC in Foundation Providing

and laying cement concrete

incduding curring compection

etc.complete in specified grade

excluding the cost of centering

and shuttering - All work up to

plinth level. 1:4:8 (1cement : 4

coarse sand : 8 graded stone

aggregate 40 mm nominal

size).

11(c)a

Water Tank 2.13

Inlets 2 1 1 0.3 0.60

Peripheri wall 4.31

Cum 7.04 1723.00 12123.91

Cement Concrete flooring in

1:2:4 using crusher broken

aggregate of 12 mm size , 50

mm thick, in Bottom of Tank

58(a) 9.62

at top of the Tanka 14.18

Inlets 2 1 1 2.00

Copping over periphery wall 14.37

Sqm 40.16 224.00 8996.02

4 1x(∏/4x3.5x3.5)

1x(∏/4x4.25x4.25)

1x(∏x15.25x0.30)

1

0.5x(∏/4x4.25x4.25x3.35)

0.5x(∏/4x4.25x4.25x3.35)

3

1x(∏/4x15.25x0.6x0.45)

0.5x(∏/4x4.25x4.25x0.30)

1x(∏x15.25x0.6x0.15)



S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 16


S.

No.Item

Item

Ref.Unit



Random Rubble stone

masonry for foundation and

plinth in cement sand mortar

above 30cm thick wall in:

cement mortar 1:6 (1cement :

6sand)

24(a)a

Water Tank 16.18

Inlets 2 2.4 0.3 3.25 4.68

Peripheri wall, first footing 6.46

Peripheri wall, second footing 14.37

Cum 41.69 1625.00 67750.72

6 P&F Stone lintels in mortar of

masonary, 15 cm thick.

Sqm 1 3 0.3 0.90 679.00 611.10

7 P/L stone slab roofing in good

quality slabs including filling

of joints in CM 1:4 complete

36 Sqm 14.18 933.00 13229.07

Plaster in CM (1:4 ), 25 mm

thick

67(a)

Inner Wall of Water tank 38.47

Outer walls of water Tank 8.01

Inlets 2 3 0.6 3.60

Sqm 50.07 163.00 8161.74

9 Flush or ruled pointing in

CM(1:3) over stone masonary

70 (a) Sqm 95.77 61.00 5841.97

10 Laying, watering and ramming

of available (excavated) quary

rubbish/ murrum for

preparation of catchment

85- 97

(d)

Cum 49.44 239.00 11816.79

11 P/F Lid over Opening, Mesh in

inlets, Display boards etc.

LS No. 1 1.00 2000.00 2000.00

Total 136180.10


Grand Total 140266

8

1x∏x3.5x3.5

1x∏x4.25x0.60

Say Rs. 1.40 lac

JEn

IWMP …….

AEn


2x(∏x15.25x1.00)

1x(∏x9.675x10.85x0.15)

5

1x∏x3.875x0.38x3.5

∏/4x4.25x4.25

1x(∏x15.25x0.45x0.30)

1x(∏x15.25x0.30x1.00)

IWMP Estimate 1 17

Village: …………………………………….

Khasra No.: …………………………………. 40000 Ltr Capacity (Rect+Semi Circular)





119(b)



Inlets 2 1 1 1 2.00

Cum 32.79 81.00 2655.67

in disintegrated rocks and one aditional

lift

119©



Cum 30.79 139.00 4279.25









11(c)a



Inlets 2 1 1 0.3 0.60

Cum 6.37 1723.00 10979.60




58(a)

At bottom or floor



Inlets 2 1 1 0.3 0.60

at top of the Tanka



Sqm 32.12 224.00 7193.92

1x(2.75x3.5)

3

1x(∏/4x3.5x3.5x0.30)

1x(2.75x3.5x0.30)

4

1x(∏/4x2.75x2.75)

1x(2.75x2.75)

1x(∏/4x3.5x3.5)

1

0.5x(∏/4x3.5x3.5x3.2)

0.5x(2.75x3.5x3.2)

2

0.5x(∏/4x3.5x3.5x3.2)

0.5x(2.75x3.5x3.2)



S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 18


S.

No.Item

Item

Ref.Unit







24(a)a



Inlets 2 2.4 0.3 3.25 4.68

Cum 23.30 1625.00 37862.50

6 P&F Stone lintels in mortar of

masonary, 15 cm thick.Sqm 2 3 0.3 1.80 679.00 1222.20



1:4 complete

36



Sqm 16.84 933.00 15710.23


Inner Wall, semi circular 27.63

Inner Wall, Rectangular 17.60

Outer walls, semi circular 6.59

Outer walls, Rectangular 3.30

Inlets 2 3 0.6 3.60

Sqm 58.73 163.00 9572.34


Display boards etc.

LSNo. 1 1.00 2000.00 2000.00

Total 91475.71


Grand Total 94220

Say Rs. 0.94 lac

JEn

IWMP …….

AEn


1x(2.75x3.2)

7

1x∏x2.75x3.20

2x2.75x3.20

1x∏x3.50x0.60

2x2.75x0.60

5

1x∏x3.125x0.38x3.20

2x2.75x0.38x3.20

1x(∏/4x3.2x3.2)

IWMP Estimate 1 19

Hydro Geological Data

1. Area of Catchment, A 485.00 ha

2. Total Length of Run 1850.00 mtr

3. Total Fall/Relief of the Catchment 12.00 mtr

4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm

5. Contour interval of Submergence area in m 0.30 mtr

6. Area of first contour in ha 0.50 ha

second Contour 0.80 ha

third contour 2.75 ha

fourth contour 4.25 ha

fifth contour 6.80 ha

sixth contour 0.00 ha

seventh contour 0.00 ha

7. Height at FTL 1.2 mtr

8. Yield of the Catchment, by Strange's Table

Factor Area Factor Area Factor Area

170 103.57 242.5 77.675 145.5 52.685 97 41527.88

Total expected Yield of Catchment = 4.15

9. Storage Capacity of the Khadin at FTL, by Symphson's formula

V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]

V= Storage Volume of Khadin in ha-m

A= Area of the contours, ha

n= Total no. of contours

h= Contour interval, m

Volume V= 3.98 ha-m

By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 1.2 Mtr

10. Top width of the bund= H/5+1.50

.= 1.74

or say 2.00 Mtr

11. Total Length of Bund corresponding to above height 1170.00 Mtr

12. Time of Concentration 45.62 minute

13. Intensity of Rainfall Corresponding to Time of Concentration 90.00 mm/hour

Village: ……………………

Khasra No.: ……………….

Design Khadin

Yield of the Catchment per hectare Area in Cum

Good Catchment Avg. Catchment Bad Catchment

Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khadin 1 1

14. Average Runoff Coefficent 0.25

15. Peak Rate of Runoff 30.31 m3/sec.

Hydraulic Design

1. Available Crest Length 40.00 mtr

2. Available impounding depth 1.20 mtr

3. Heigth above Crest to accommodate peak discharge 0.58 mtr

Structural Design

A. Fetch Length according to impounding at HFL 220.00 mtr

B. Free Board provided 0.31

C. Gross heigth of Structure 1.39 Say 2

1. Length of Headwall 40.00

2. Top width of Headwall 0.60

3. Bottom width of Headwall 1.00 Say 1

4. Height of Headwall 0.50

5. Length of Headwall Extention 2.39 Say 2.5

6. Top width of Headwall Extention 0.45

7. Bottom width of Headwall Extention 0.45

8. Height of Headwall Extention 1.39 Say 1.5

9. Length of Sidewall 3.22 Say 3.3

10. Top width of Sidewall 0.60

11. Bottom width of Sidewall 0.60

12. Height of Sidewall at head wall Ext. junction 1.39 Say 1.5

13. Length of Sidewall Extention 1.31 Say 1.5

14. Top width of Sidewall Extention 0.60

15. Bottom width of Sidewall Extention 0.60

16. Height of Sidewall Extention 0.87 Say 0.9

17. Length of Toewall 40.00

18. Width of Toewall 0.45

19. Hieght of Toewall 0.30

20. Width of Apron 3.22 Say 3.3

JEn

IWMP ………

AEn


Khadin 1 2

1.5

2

Chainage

No.

Chain

LengthNSL TBL Height

Bottom

Width

Top

Width

Cross

Section

Avg. Cross

SectionQty.

1 30 227.80 227.90 0.10 2.35 2.00 0.22

2 30 227.50 227.90 0.40 3.40 2.00 1.08 0.65 19.46

3 30 227.40 227.90 0.50 3.75 2.00 1.44 1.26 37.76

4 30 227.30 227.90 0.60 4.10 2.00 1.83 1.63 49.01

5 30 227.30 227.90 0.60 4.10 2.00 1.83 1.83 54.90

6 30 227.20 227.90 0.70 4.45 2.00 2.26 2.04 61.31

7 30 226.80 227.90 1.10 5.85 2.00 4.32 3.29 98.63

8 30 227.00 227.90 0.90 5.15 2.00 3.22 3.77 113.03

9 30 227.00 227.90 0.90 5.15 2.00 3.22 3.22 96.53

10 30 226.90 227.90 1.00 5.50 2.00 3.75 3.48 104.51

11 30 226.70 227.90 1.20 6.20 2.00 4.92 4.34 130.05

12 30 226.70 227.90 1.20 6.20 2.00 4.92 4.92 147.60

13 30 226.80 227.90 1.10 5.85 2.00 4.32 4.62 138.56

14 30 226.75 227.90 1.15 6.03 2.00 4.61 4.47 133.98

15 30 226.85 227.90 1.05 5.68 2.00 4.03 4.32 129.66

16 30 226.80 227.90 1.10 5.85 2.00 4.32 4.17 125.20

17 30 227.05 227.90 0.85 4.97 2.00 2.96 3.64 109.23

18 30 226.00 227.90 1.90 8.65 2.00 10.12 6.54 196.23

19 30 226.30 227.90 1.60 7.60 2.00 7.68 8.90 266.96

20 30 226.30 227.90 1.60 7.60 2.00 7.68 7.68 230.40

21 30 226.40 227.90 1.50 7.25 2.00 6.94 7.31 219.26

22 30 226.40 227.90 1.50 7.25 2.00 6.94 6.94 208.13

23 30 226.50 227.90 1.40 6.90 2.00 6.23 6.58 197.51

Earth work calculation for Earthen Bund of Khadin

Side slope, downstream side =

Side slope, upstream side =

Village: …………………

Khadin 1 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg. Cross

SectionQty.

24 30 226.40 227.90 1.50 7.25 2.00 6.94 6.58 197.51

25 30 226.80 227.90 1.10 5.85 2.00 4.32 5.63 168.83

26 30 226.80 227.90 1.10 5.85 2.00 4.32 4.32 129.52

27 30 226.90 227.90 1.00 5.50 2.00 3.75 4.03 121.01

28 30 226.90 227.90 1.00 5.50 2.00 3.75 3.75 112.50

29 30 227.00 227.90 0.90 5.15 2.00 3.22 3.48 104.51

30 30 227.10 227.90 0.80 4.80 2.00 2.72 2.97 89.06

31 30 227.10 227.90 0.80 4.80 2.00 2.72 2.72 81.60

32 30 227.20 227.90 0.70 4.45 2.00 2.26 2.49 74.66

33 30 227.25 227.90 0.65 4.28 2.00 2.04 2.15 64.45

34 30 227.30 227.90 0.60 4.10 2.00 1.83 1.93 58.04

35 30 227.35 227.90 0.55 3.93 2.00 1.63 1.73 51.89

36 30 227.30 227.90 0.60 4.10 2.00 1.83 1.73 51.89

37 30 227.30 227.90 0.60 4.10 2.00 1.83 1.83 54.90

38 30 227.40 227.90 0.50 3.75 2.00 1.44 1.63 49.01

39 30 227.50 227.90 0.40 3.40 2.00 1.08 1.26 37.76

40 0 0.00 0.00 2.00 2.00 0.00 0.54 0.00

Total 1170 27.55 208.625 4315.07

JEn

IWMP ……..

AEn

& PIA IWMP …………..

Khadin 1 4


1 Dag belling, 5-10 cm deep LS Mtr 2 1170 2340.00 0.40 936.00

2 Jungle clearance, ordinary jungle 82 Sqm 1 1170 5.35 6258.75 1.30 8136.38






hard soil

119(b)

Cum 4315.07 84.00 362465.78


lines

114

Mtr 5 1130 5650.00 1.00 5650.00



LS

Kg 10 1 10.00 80.00 800.00

6 Spreading of quarry rubbish which

have 40% of stone spals or kankar or

Murrum on bund surface including

supply, watering & ramming etc.

complete

85

Sqm 1 1170 1.27 0.1 149.00 279.00 41570.83

7 Dry stone pitching with 15-23 cm

long hammer dressed singel stone

including supply & all lead & lift, on

upstream side of bund

124

Cum 0.75 585 1.58 0.2 138.61 910.00 126133.52

Sub Total A 545692.50

Earth work for excavation in






2(b)

Head Wall 1 40 1.3 1 52.00Head Wall Extention 1 2.5 0.75 1 1.88

Side Wall 2 3.3 0.9 1 5.94Side wall extention/ Wing walls 2 1.5 0.9 1 2.70

Apron 1 40 3.3 0.45 59.40Toe wall/ Cut off wall 1 40 0.75 1 30.00

Cum 151.92 81.00 12305.12PCC in Foundation Providing and








Less : Deduct for hand broken

aggregates used in place of crusher

broken

11(c)a

Head Wall 1 40 1.3 0.3 15.60Head Wall Extention 1 2.5 0.75 0.3 0.56

Side Wall 2 3.3 0.9 0.3 1.78Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81

Apron 1 40 3.3 0.3 39.60Toe wall/ Cut off wall 1 40 0.75 0.3 9.00

Cum 67.35 1723.00 116051.80

OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKARA

Detailed & Abstract of Estimate for Khadin

S.

No.Item

Item

Ref.

Waste Weir

Village: ……………………Khasra No.: ……………….


1

2

Earthen Bund

As per Earth

work Calculation chart

Khadin 1 5


S.

No.Item

Item

Ref.Unit


Stone Kharanja in CM (1:8) in soling

stones upto plinth including filling of

jhiri, curing etc

24(b)

Apron 1 40 3.3 0.15 19.80

Cum 19.80 1301.00 25759.80






24(a)a

Head Wall 1 40 1 0.7 28.00

Head Wall Extention 1 2.5 0.45 0.7 0.79

Side Wall 2 3.3 0.9 0.7 4.16

Side wall extention/ Wing walls 2 1.5 0.9 0.7 1.89

Toe wall/ Cut off wall 1 40 0.75 0.7 21.00

Cum 55.84 1625.00 90732.69

Stone Masonry For Super structure in





24(a)a

+ 25

Head Wall 1 40 0.8 0.5 16.00


Side Wall 2 3.3 0.6 1.2 4.75



Cum 29.46 1759.00 51819.26


Head Wall 1 40 0.5 20.00

Head Wall Extention 2 2.5 1.50 7.50

Side Wall 4 3.3 1.2 15.84

Side wall extention/ Wing walls 4 1.5 0.9 5.40

Toe wall/ Cut off wall 2 40 0.3 24.00

1 40 0.45 18.00

Sqm 90.74 163.00 14790.62

Pointing in CM (1:3) flush or ruled 70(a)

Head Wall 1 40 0.64 25.61

Sqm 25.61 61.00 1562.36

Copping in CM (1:2:4) 50 mm thick 58(a)

Head Wall 1 40 0.6 24.00


Side Wall 2 3.3 0.6 3.96


Sqm 30.89 224.00 6918.24

Sub Total B 319939.89

Total 865632.39


Grand Total 891601

Say Rs. 8.91 lac

JEn

IWMP ………

AEn

& PIA IWMP ………

8

5

6

7

4

3

Khadin 1 6

Village: …………………………………..














7. Height at FTL 2 mtr



170 103.57 240 77.675 144 52.685 96 41099.76



V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]





Volume V= 3.87 ha-m

By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 2 Mtr


.= 1.90

or say 2.00 Mtr


Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khasra No.: ……………………………..

Khadin 2 1





Hydraulic Design



3. Heigth of flood above Crest to accommodate peak discharge 0.60 mtr

Structural Design



C. Gross heigth of Structure at waste weir 1.46 Say 1.5
















16. Height of Sidewall Extention 0.90 Say 1





JEn

IWMP ……..

AEn


Khadin 2 2

Village: …………………………………

1.5

2

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 224.20 224.50 0.30 3.05 2.00 0.76

2 30 224.10 224.50 0.40 3.40 2.00 1.08 0.92 27.56

3 30 224.10 224.50 0.40 3.40 2.00 1.08 1.08 32.40

4 30 224.00 224.50 0.50 3.75 2.00 1.44 1.26 37.76

5 30 223.80 224.50 0.70 4.45 2.00 2.26 1.85 55.42

6 30 223.70 224.50 0.80 4.80 2.00 2.72 2.49 74.66

7 30 223.50 224.50 1.00 5.50 2.00 3.75 3.24 97.05

8 30 223.30 224.50 1.20 6.20 2.00 4.92 4.33 130.05

9 30 223.30 224.50 1.20 6.20 2.00 4.92 4.92 147.60

10 30 223.20 224.50 1.30 6.55 2.00 5.56 5.24 157.16

11 30 223.10 224.50 1.40 6.90 2.00 6.23 5.89 176.81

12 30 223.10 224.50 1.40 6.90 2.00 6.23 6.23 186.90

13 30 222.80 224.50 1.70 7.95 2.00 8.46 7.34 220.31

14 30 222.40 224.50 2.10 9.35 2.00 11.92 10.19 305.62

15 30 222.50 224.50 2.00 9.00 2.00 11.00 11.46 343.76

16 30 222.50 224.50 2.00 9.00 2.00 11.00 11.00 330.00

17 30 222.70 224.50 1.80 8.30 2.00 9.27 10.14 304.05

18 30 222.90 224.50 1.60 7.60 2.00 7.68 8.48 254.25

19 30 223.00 224.50 1.50 7.25 2.00 6.94 7.31 219.26

20 30 223.15 224.50 1.35 6.72 2.00 5.89 6.41 192.40

21 30 223.35 224.50 1.15 6.03 2.00 4.61 5.25 157.56

22 30 223.40 224.50 1.10 5.85 2.00 4.32 4.47 133.98

23 30 223.00 224.50 1.50 7.25 2.00 6.94 5.63 168.83

24 30 223.10 224.50 1.40 6.90 2.00 6.23 6.58 197.51

25 30 223.10 224.50 1.40 6.90 2.00 6.23 6.23 186.90

26 30 223.15 224.50 1.35 6.72 2.00 5.89 6.06 181.79

27 30 223.40 224.50 1.10 5.85 2.00 4.32 5.10 153.10

28 30 223.50 224.50 1.00 5.50 2.00 3.75 4.03 121.01

29 30 223.70 224.50 0.80 4.80 2.00 2.72 3.24 97.05

30 30 223.95 224.50 0.55 3.93 2.00 1.63 2.17 65.24

31 30 224.10 224.50 0.40 3.40 2.00 1.08 1.35 40.64

Total 930 25.80 189.4 4796.66

JEn

IWMP ……..

AEn

& PIA IWMP …….




Khasra No.: ……………………………

Khadin 2 3

Village: ………………………………..



2 Jungle clearance, ordinary jungle 82 Sqm 1 930 6 5580.00 1.30 7254.00






hard soil

119(b)

Cum 4796.66 84.00 402919.65


lines

114

Mtr 5 890 4450.00 1.00 4450.00



LS

Kg 10 1 10.00 80.00 800.00





complete

85

Sqm 1 930 3.50 0.08 260.40 279.00 72651.60

7 Dry stone pitching with 15-23 cm

long hammer dressed singel stone

including supply & all lead & lift, on

upstream side of bund

124

Cum 0.75 232.5 1 0.2 34.88 910.00 31736.25


Earth work for excavation in






2(b)

Head Wall 1 40 1.3 1 52.00Head Wall Extention 1 2.5 0.75 1 1.88

Side Wall 2 2.1 0.9 1 3.78Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35


Cum 111.81 81.00 9056.21










aggregates used in place of crusher

broken

11(c)a




Cum 52.31 1723.00 90124.10

As per Earth work

Calculation chart

Waste Weir

Khasra No.: …………………………..

1

2

Earthen Bund




S.

No.Item

Item

Ref.

Khadin 2 4

No. L B H Qty. Rate AmountUnit

Details of MeasurementS.

No.Item

Item

Ref.



jhiri, curing etc

24(b)

Apron 1 40 2.1 0.15 12.60Cum 12.60 1301.00 16392.60






24(a)a

Head Wall 1 40 1 0.7 28.00Head Wall Extention 1 2.5 0.45 0.7 0.79


Toe wall/ Cut off wall 1 40 0.75 0.2 6.00Cum 37.97 1625.00 61706.94






24(a)a

+ 25

Head Wall 1 40 0.8 0.5 16.00


Side Wall 2 2.1 0.6 1.25 3.15

Side wall extention/ Wing walls 2 1.5 0.6 1 1.80


Cum 28.04 1759.00 49317.96


Head Wall 1 40 0.5 20.00


Side Wall 4 2.1 1.25 10.50

Side wall extention/ Wing walls 4 1.5 1 6.00


1 40 0.45 18.00

Sqm 86.00 163.00 14018.00


Head Wall 1 40 0.64 25.61

Sqm 25.61 61.00 1562.36


Head Wall 1 40 0.6 24.00


Side Wall 2 2.1 0.6 2.52


Sqm 29.45 224.00 6595.68


Total 769329.35


Grand Total 792409

7

3

JEn

IWMP ………

AEn

& PIA IWMP ………..

8

5

6

4

Say Rs. 7.90 lac

Khadin 2 5

Village: ……………………………………..

















170 103.57 335 77.675 201 52.685 134 57368.42



V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]





Volume V= 5.15 ha-m



.= 1.90

or say 2.00 Mtr



Khasra No.: ………………………………..

Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khadin 3 1




Hydraulic Design




Structural Design












9. Length of Sidewall 1.69 Say 2







16. Height of Sidewall Extention 0.90 Say 1.3





JEn

IWMP ……..

AEn

& PIA IWMP ……..

Khadin 3 2

Village: …………………………………….

1.5

2

Chain

age

No.

Chain

Lengt

h

NSL TBL HeightBottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 204.00 204.00 0.00 2.00 2.00 0.00 30

2 30 203.50 204.00 0.50 3.75 2.00 1.44 0.72 21.56 60

3 30 203.25 204.00 0.75 4.63 2.00 2.48 1.96 58.83 90

4 30 203.10 204.00 0.90 5.15 2.00 3.22 2.85 85.53 120

5 30 203.00 204.00 1.00 5.50 2.00 3.75 3.48 104.51 150

6 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05 180

7 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16 210

8 30 202.90 204.00 1.10 5.85 2.00 4.32 4.94 148.13 240

9 30 203.00 204.00 1.00 5.50 2.00 3.75 4.03 121.01 270

10 30 203.50 204.00 0.50 3.75 2.00 1.44 2.59 77.81 300

11 30 203.10 204.00 0.90 5.15 2.00 3.22 2.33 69.83 330

12 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06 360

13 30 203.20 204.00 0.80 4.80 2.00 2.72 2.72 81.60 390

14 30 203.00 204.00 1.00 5.50 2.00 3.75 3.24 97.05 420

15 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05 450

16 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16 480

17 30 203.00 204.00 1.00 5.50 2.00 3.75 4.65 139.61 510

18 30 203.30 204.00 0.70 4.45 2.00 2.26 3.00 90.11 540

19 30 203.40 204.00 0.60 4.10 2.00 1.83 2.04 61.31 570

20 30 202.90 204.00 1.10 5.85 2.00 4.32 3.07 92.21 600

21 30 202.80 204.00 1.20 6.20 2.00 4.92 4.62 138.56 630

22 30 202.50 204.00 1.50 7.25 2.00 6.94 5.93 177.86 660

23 30 202.60 204.00 1.40 6.90 2.00 6.23 6.58 197.51 690

24 30 202.40 204.00 1.60 7.60 2.00 7.68 6.96 208.65 720

25 30 202.30 204.00 1.70 7.95 2.00 8.46 8.07 242.06 750

26 30 202.00 204.00 2.00 9.00 2.00 11.00 9.73 291.86 780

27 30 202.90 204.00 1.10 5.85 2.00 4.32 7.66 229.76 810

28 30 202.70 204.00 1.30 6.55 2.00 5.56 4.94 148.13 840

29 30 202.60 204.00 1.40 6.90 2.00 6.23 5.89 176.81 870

30 30 203.00 204.00 1.00 5.50 2.00 3.75 4.99 149.70 900

31 30 202.90 204.00 1.10 5.85 2.00 4.32 4.03 121.01 930

32 30 203.10 204.00 0.90 5.15 2.00 3.22 3.77 113.03 960

33 30 203.05 204.00 0.95 5.32 2.00 3.48 3.35 100.45 990

34 30 203.00 204.00 1.00 5.50 2.00 3.75 3.61 108.44 1020




Khasra No.: …………………………………

Khadin 3 3

Chain

age

No.

Chain

Lengt

h


Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

35 30 203.10 204.00 0.90 5.15 2.00 3.22 3.48 104.51 1050

36 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06 1080

37 30 203.35 204.00 0.65 4.28 2.00 2.04 2.38 71.39 1110

38 30 203.20 204.00 0.80 4.80 2.00 2.72 2.38 71.39 1140

39 30 203.10 204.00 0.90 5.15 2.00 3.22 2.97 89.06 1170

40 30 203.50 204.00 0.50 3.75 2.00 1.44 2.33 69.83 1200

41 30 203.40 204.00 0.60 4.10 2.00 1.83 1.63 49.01 1230

42 30 204.00 204.00 0.00 2.00 2.00 0.00 0.91 27.45 1260

Total 1260 31.00 227.33 4888.14

JEn

IWMP

………..

AEn

& PIA IWMP ………….

Khadin 3 4

Village: …………………………….




3 Earth work for embankment in dry or wet in

layers of 15 cm, breaking of clods, picking of

grasses, pebbles etc. & dressing in given

profile including 1.5 mtr of lift & 50 mtr of

lead, in hard soil

119(b)

Cum 4888.14 84.00 410604.08

4 Sowing of grass seeds on ridges in 5 lines 114 Mtr 5 1210 6050.00 1.00 6050.00

5 Supply of grass seeds (Dhaman/ Sewan/Stylo

Hamata etc,)

LS

Kg 10 1 10.00 80.00 800.00

6 Spreading of quarry rubbish which have 40%

of stone spals or kankar or Murrum on bund

surface including supply, watering &

ramming etc. complete

85

Sqm 1 1260 2.07 0.08 208.64 279.00 58210.90

7 Dry stone pitching with 15-23 cm long

hammer dressed singel stone including

supply & all lead & lift, on upstream side of

bund

124

Cum 0.75 315 2.567337 0.2 121.31 910.00 110389.09


Earth work for excavation in foundation

trenches in dry or moist soil & back filling of

soil in jhiri & disposal of excavated of soil in

required profile including 1.5 mtr of lift & 50

mtr of lead, in hard soil

2(b)

Head Wall 1 50 1.14 0.75 42.75


Side Wall 2 2 0.9 0.75 2.70


Apron 1 50 2 0.45 45.00


Cum 111.82 81.00 9057.07

PCC in Foundation Providing and laying

cement concrete incduding curring

compection etc.complete in specified grade

excluding the cost of centering and shuttering

- All work up to plinth level. 1:4:8 (1cement :

4 coarse sand : 8 graded stone aggregate 40

mm nominal size).

Less : Deduct for hand broken aggregates

used in place of crusher broken

11(c)a

Head Wall 1 50 1.14 0.3 17.10


Side Wall 2 2 0.9 0.3 1.08


Apron 1 50 2 0.3 30.00


Cum 60.75 1723.00 104665.79

Stone Kharanja in CM (1:8) in soling stones

upto plinth including filling of jhiri, curing

etc

24(b)

Apron 1 50 2 0.15 15.00

Item

Ref.Unit

OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI-SANKRA


S.

No.Item

Khasra No.: ……………………….


Earthen Bund

1

2

As per Earth work Calculation

chart

Waste Weir

3

Khadin 3 5


Item

Ref.Unit

S.

No.Item


Cum 15.00 1301.00 19515.00

Stone Masonry For Foundation Random

Rubble stone masonry for foundation and

plinth in cement sand mortar above 30cm

thick wall in: cement mortar 1:6 (1cement :

6sand)

24(a)a

Head Wall 1 50 0.84 0.45 18.90


Side Wall 2 2 0.9 0.45 1.62



Cum 29.02 1625.00 47150.39



foundation and plinth in cement sand mortar

above 30cm thick wall in: cement mortar 1:6

(1cement : 6sand)

24(a)a

+ 25

Head Wall 1 50 0.72 0.3 10.80


Side Wall 2 2 0.6 1.3 3.12



Cum 24.33 1759.00 42789.87


Head Wall 1 50 0.3 15.00


Side Wall 4 2 1.3 10.40



1 50 0.45 22.50

Sqm 91.55 163.00 14922.65


Head Wall 1 50 0.3842 19.21

Sqm 19.21 61.00 1171.77


Head Wall 1 50 0.6 30.00


Side Wall 2 2 0.6 2.40


Sqm 35.21 224.00 7887.60


Total 848013.26


Grand Total 873454

AEn

& PIA IWMP ………….

Say Rs. 8.75 lac

JEn

IWMP ……….

8

5

4

3

6

7

Khadin 3 6

Village: …………………………….

















170 103.57 230 77.675 138 52.685 92 39387.27



V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]





Volume V= 3.91 ha-m



.= 1.90

or say 2.00 Mtr





Khasra No.: …………………………

Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khadin 4 1


Hydraulic Design




Structural Design
























JEn

IWMP …….

AEn

& PIA IWMP ………

Khadin 4 2

Village: …………………………………..

1.5

2

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 212.00 212.00 0.00 2.00 2.00 0.00

2 30 211.50 212.00 0.50 3.75 2.00 1.44 0.72 21.56

3 30 211.35 212.00 0.65 4.28 2.00 2.04 1.74 52.15

4 30 211.30 212.00 0.70 4.45 2.00 2.26 2.15 64.45

5 30 211.25 212.00 0.75 4.63 2.00 2.48 2.37 71.13

6 30 211.20 212.00 0.80 4.80 2.00 2.72 2.60 78.07

7 30 211.30 212.00 0.70 4.45 2.00 2.26 2.49 74.66

8 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72

9 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72

10 30 211.20 212.00 0.80 4.80 2.00 2.72 2.49 74.66

11 30 211.20 212.00 0.80 4.80 2.00 2.72 2.72 81.60

12 30 211.15 212.00 0.85 4.97 2.00 2.96 2.84 85.27

13 30 211.15 212.00 0.85 4.97 2.00 2.96 2.96 88.93

14 30 211.10 212.00 0.90 5.15 2.00 3.22 3.09 92.73

15 30 210.90 212.00 1.10 5.85 2.00 4.32 3.77 113.03

16 30 210.80 212.00 1.20 6.20 2.00 4.92 4.62 138.56

17 30 210.75 212.00 1.25 6.38 2.00 5.23 5.08 152.32

18 30 210.70 212.00 1.30 6.55 2.00 5.56 5.40 161.88

19 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73

20 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73

21 30 210.50 212.00 1.50 7.25 2.00 6.94 6.25 187.43

22 30 210.20 212.00 1.80 8.30 2.00 9.27 8.10 243.11

23 30 210.10 212.00 1.90 8.65 2.00 10.12 9.69 290.81

24 30 210.00 212.00 2.00 9.00 2.00 11.00 10.56 316.76

25 30 210.00 212.00 2.00 9.00 2.00 11.00 11.00 330.00

26 30 210.20 212.00 1.80 8.30 2.00 9.27 10.14 304.05

27 30 210.30 212.00 1.70 7.95 2.00 8.46 8.86 265.91

28 30 210.25 212.00 1.75 8.13 2.00 8.86 8.66 259.75

29 30 210.30 212.00 1.70 7.95 2.00 8.46 8.66 259.75

30 30 210.40 212.00 1.60 7.60 2.00 7.68 8.07 242.06

31 30 210.10 212.00 1.90 8.65 2.00 10.12 8.90 266.96

32 30 210.40 212.00 1.60 7.60 2.00 7.68 8.90 266.96

33 30 210.35 212.00 1.65 7.78 2.00 8.06 7.87 236.17

34 30 210.30 212.00 1.70 7.95 2.00 8.46 8.26 247.83

35 30 210.20 212.00 1.80 8.30 2.00 9.27 8.86 265.91




Khasra No.: ……………………………….

Khadin 4 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

36 30 210.50 212.00 1.50 7.25 2.00 6.94 8.10 243.11

37 30 210.80 212.00 1.20 6.20 2.00 4.92 5.93 177.86

38 30 211.10 212.00 0.90 5.15 2.00 3.22 4.07 122.06

39 30 211.30 212.00 0.70 4.45 2.00 2.26 2.74 82.12

40 30 211.50 212.00 0.50 3.75 2.00 1.44 1.85 55.42

41 30 212.00 212.00 0.00 2.00 2.00 0.00 0.72 21.56

Total 1230 40.40 251.225 6505.52

JEn

IWMP ………

AEn

& PIA IWMP ………..

Khadin 4 4

Village: …………………………………….








1.5 mtr of lift & 50 mtr of lead, in hard

soil

119(b)

Cum 6505.52 84.00 546463.58

4 Sowing of grass seeds on ridges in 5 114 Mtr 5 1190 5950.00 1.00 5950.00



LS

Kg 10 1 10.00 80.00 800.00





complete

85

Sqm 1 1230 2.70 0.08 265.43 279.00 74055.72



supply & all lead & lift, on upstream

side of bund

124

Cum 1 307.5 3.35 0.2 205.77 910.00 187248.83



trenches in dry or moist soil & back

filling of soil in jhiri & disposal of

excavated of soil in required profile

including 1.5 mtr of lift & 50 mtr of

lead, in hard soil

2(b)




Cum 84.68 81.00 6859.28

1



S.

No.Item

Item

Ref.

Khasra No.: ………………………………….

As per Earth work

Calculation chart

Waste Weir


Earthen Bund

Khadin 4 5


S.

No.Item

Item

Ref.Unit











11(c)a




Cum 45.30 1723.00 78057.07Stone Kharanja in CM (1:8) in soling


jhiri, curing etc

24(b)

Apron 1 40 1.7 0.15 10.20Cum 10.20 1301.00 13270.20






24(a)a



Toe wall/ Cut off wall 1 40 0.75 0.2 6.00Cum 23.48 1625.00 38159.06






24(a)a

+ 25

Head Wall 1 40 0.72 0.3 8.64


Side Wall 2 1.7 0.6 1.1 2.24



Cum 19.27 1759.00 33899.45

5

2

3

4

Khadin 4 6


S.

No.Item

Item

Ref.Unit



Head Wall 1 40 0.3 12.00


Side Wall 4 1.7 1.1 7.48



1 40 0.45 18.00

Sqm 72.76 163.00 11859.88


Head Wall 1 40 0.384 15.37

Sqm 15.37 61.00 937.42


Head Wall 1 40 0.6 24.00


Side Wall 2 1.7 0.6 2.04


Sqm 28.83 224.00 6457.92


Total 1019880.50


Grand Total 1050477

6

Say Rs. 10.50 lac

8

JEn

IWMP …….

AEn


7

Khadin 4 7

Village: ………………………………

















170 103.57 265 77.675 159 52.685 106 45380.99



V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]





Volume V= 4.50 ha-m



.= 1.90

or say 2.00 Mtr



Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khasra No.: …………………………

Khadin 5 1




Hydraulic Design




Structural Design
























JEn

IWMP ………

AEn

& PIA IWMP ……..

Khadin 5 2

Village: …………………………….

1.5

2

Chain

age

No.

Chain

Lengt

h


Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 210.50 210.50 0.00 2.00 2.00 0.00 0.00 0.00

2 30 209.90 210.50 0.60 4.10 2.00 1.83 0.91 27.45

3 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31

4 30 209.80 210.50 0.70 4.45 2.00 2.26 2.26 67.72

5 30 209.70 210.50 0.80 4.80 2.00 2.72 2.49 74.66

6 30 209.60 210.50 0.90 5.15 2.00 3.22 2.97 89.06

7 30 209.50 210.50 1.00 5.50 2.00 3.75 3.48 104.51

8 30 209.90 210.50 0.60 4.10 2.00 1.83 2.79 83.70

9 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31

10 30 209.75 210.50 0.75 4.63 2.00 2.48 2.37 71.13

11 30 209.50 210.50 1.00 5.50 2.00 3.75 3.12 93.52

12 30 209.50 210.50 1.00 5.50 2.00 3.75 3.75 112.50

13 30 209.20 210.50 1.30 6.55 2.00 5.56 4.65 139.61

14 30 209.10 210.50 1.40 6.90 2.00 6.23 5.89 176.81

15 30 209.00 210.50 1.50 7.25 2.00 6.94 6.58 197.51

16 30 208.90 210.50 1.60 7.60 2.00 7.68 7.31 219.26

17 30 208.80 210.50 1.70 7.95 2.00 8.46 8.07 242.06

18 30 208.70 210.50 1.80 8.30 2.00 9.27 8.86 265.91

19 30 208.50 210.50 2.00 9.00 2.00 11.00 10.14 304.05

20 30 208.60 210.50 1.90 8.65 2.00 10.12 10.56 316.76

21 30 208.50 210.50 2.00 9.00 2.00 11.00 10.56 316.76

22 30 208.80 210.50 1.70 7.95 2.00 8.46 9.73 291.86

23 30 208.75 210.50 1.75 8.13 2.00 8.86 8.66 259.75

24 30 208.80 210.50 1.70 7.95 2.00 8.46 8.66 259.75

25 30 209.00 210.50 1.50 7.25 2.00 6.94 7.70 230.92

26 30 209.20 210.50 1.30 6.55 2.00 5.56 6.25 187.43

27 30 209.25 210.50 1.25 6.38 2.00 5.23 5.40 161.88

28 30 209.30 210.50 1.20 6.20 2.00 4.92 5.08 152.32




Khasra No.: ………………………..

Khadin 5 3

Chain

age

No.

Chain

Lengt

h


Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

29 30 209.40 210.50 1.10 5.85 2.00 4.32 4.62 138.56

30 30 209.50 210.50 1.00 5.50 2.00 3.75 4.03 121.01

31 30 209.60 210.50 0.90 5.15 2.00 3.22 3.48 104.51

32 30 209.65 210.50 0.85 4.97 2.00 2.96 3.09 92.73

33 30 209.90 210.50 0.60 4.10 2.00 1.83 2.40 71.92

34 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

35 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

36 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

Total 1080 35.90 214.1 5262.97

JEn

IWMP

…………….

AEn

& PIA IWMP …………….

Khadin 5 4

Village: …………………………………………




3 Earth work for embankment in dry or wet

in layers of 15 cm, breaking of clods,

picking of grasses, pebbles etc. & dressing

in given profile including 1.5 mtr of lift &

50 mtr of lead, in hard soil

119(b)

Cum 5262.97 84.00 442089.90

4 Sowing of grass seeds on ridges in 5 lines 114 Mtr 5 1040 5200.00 1.00 5200.00



LS

Kg 10 1 10.00 80.00 800.00

6 Spreading of quarry rubbish which have

40% of stone spals or kankar or Murrum

on bund surface including supply,

watering & ramming etc. complete

85

Sqm 1 1080 2.94 0.08 254.17 279.00 70913.90



supply & all lead & lift, on upstream side

of bund

124

Cum 1 270 3.65 0.2 197.04 910.00 179304.80



trenches in dry or moist soil & back filling

of soil in jhiri & disposal of excavated of

soil in required profile including 1.5 mtr

of lift & 50 mtr of lead, in hard soil

2(b)




Cum 84.74 81.00 6863.84PCC in Foundation Providing and laying

cement concrete incduding curring

compection etc.complete in specified

grade excluding the cost of centering and

shuttering - All work up to plinth level.

1:4:8 (1cement : 4 coarse sand : 8 graded

stone aggregate 40 mm nominal size).

Less : Deduct for hand broken aggregates

used in place of crusher broken

11(c)a




Cum 45.33 1723.00 78095.84


Earthen Bund

Item

Ref.Unit

1

2

As per Earth work

Calculation chart

Waste Weir

Khasra No.: ………………………………….



S.

No.Item

Khadin 5 5


Details of MeasurementItem

Ref.Unit

S.

No.Item


stones upto plinth including filling of jhiri,

curing etc

24(b)

Apron 1 40 1.7 0.15 10.20

Cum 10.20 1301.00 13270.20

Stone Masonry For Foundation Random

Rubble stone masonry for foundation and

plinth in cement sand mortar above 30cm

thick wall in: cement mortar 1:6 (1cement

: 6sand)

24(a)a

Head Wall 1 40 0.84 0.45 15.12


Side Wall 2 1.7 0.9 0.45 1.38



Cum 23.50 1625.00 38191.97




mortar above 30cm thick wall in: cement

mortar 1:6 (1cement : 6sand)

24(a)a

+ 25

Head Wall 1 40 0.72 0.3 8.64


Side Wall 2 1.7 0.6 1.25 2.55



Cum 19.94 1759.00 35078.86


Head Wall 1 40 0.3 12.00


Side Wall 4 1.7 1.25 8.50



1 40 0.45 18.00

Sqm 75.40 163.00 12290.20


Head Wall 1 40 0.38 15.37

Sqm 15.37 61.00 937.42


Head Wall 1 40 0.6 24.00


Side Wall 2 1.7 0.6 2.04


Sqm 28.88 224.00 6468.00


Total 904032.40


Grand Total 931153

JEn

IWMP…………..

AEn

& PIA IWMP …………….

4

3

6

7

Say Rs. 9.40 lac

8

5

Khadin 5 6

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