GOVERNMENT OF...

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) 26/10-11,

BLOCK- SANKRA

PROJECT IMPLEMENTING AGENCY ASSISTANT ENGINEER

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

DETAILED PROJECT REPORT

INTEGRATED WATERSHED MANAGEMENT PROGRAMME

JAISALMER JSM/(IWMP)26/10-11,

BLOCK- SANKRA

Salient Features of Project

No. of Gram Panchayat Covered 5

No. of Revenue Villages Covered 5

Total Project Area 5000

Total Project Cost 750 lac

Total Proposed/ Estimated Cost 791.72

Total Cost Borned by Convergence 41.72

Expected Beneficiaries’s Contribution 38.24

Total Runoff Potential (Cum) 119720

Existing Runoff Storage (Cum) 32923

Proposed Runoff Storage/ Management (Cum) 29224

CHAPTER – I

INTRODUCTION

Location

Jaisalmer (IWMP-26), Ratariya Project is located in Sankra Block, of Jaisalmer

District. The project area is between the latitudes 71° 52-71° 53' East & longitudes 26° 39'-

26°40' North. It is at a distance of 40 km from its Block head quarters and 150 Km from the

District head quarters of Jaisalmer. There are 5 nos. of habitations (Revenue Village) in the

Project area the other details of the are as below.

General features of watershed

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

a) Name of Catchment Jaisalmer(IWMP)26

b) Name of watershed area(local

name) Ratariya

c) Project Area 5200

d) Net treatable Area 5000 ha

e) Cost of Project 750 lac

f) Cost/hectare 0.15 lac

g) Year of Sanction 2010-11

h) Watershed 00Code JSM/(IWMP)26

i) No. of Gram Panchayats in

project area 5

j) No. of villages in project area 5

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 jhalariya jhalariya

Madwa Madwa panjika Bera

Jhabra Gadichampavata

Ratariya Shivnathsingh nagar

Bhaniyana Baloosing ki dhani

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 1295 Total Households 408 households are BPL (31.5% of Total households) 99

are landless households (7.6% of Total households) and 209 household are small and 174

marginal farmers (29%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 8320 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 N

4 Periodicity of Drought in village

area

3 7

Other Development Schemes in the project area

S.

No Scheme

Name of

the

department

Key

interventions

under the Scheme

Targeted

Beneficiarie

s

Provisions

Under

the Scheme

1 MAHANREGA

Rural Dev.

&

Panchayati

Raj

Department

Providing

Employment

5842

21.75 lac

2 TFC - 23.50 lac

3 SFC - 16.75 lac

4 BRGF TSC -

20.50 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

5

2 No. of villages provided with electricity 5

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) 5 1 0 0

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

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 1

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 7

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 meena M 25 Diploma

Civil Engg.

1 Civil

Egineering

Enginee

r

2 Sh. Krishan

kumar

M 33 B.Sc.

Agriculture

2 Agri.

postGraduat

e

Agril.

Science

tist

3 Sh. Roopsing M 31 Diploma

(2Yr.

Animal

Hus.)

1 Animal

Husbandry

Live

stock

Expert

4 Smt. Urmila

moyal

F 32 B.A.

(Sociology)

1 Sociology social

Science

tist

mailto:[email protected]

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

Na

me

of

UG

/S

HG

Educational

Qualification

1 Jhalari

ya

27.11

.2012

-- President Sh.Sawai /Lakh sing M GEN BF Primary

Secretory Sh.Kssimkhan/Janukhan M OBC MF UG Secondary

Member Sh.Bhanvru/dayaram M ST

Member Smt.Channi Devi/Aduram F ST LL Litrerate

Member Sh.Shayar/Amlakhram M SC BF UG Litrerate

Member Sh.Haidar

khan/Sherukhan M OBC SF Litrerate

Member Sh.Phatahsingh

Bhairukhan M OBC MF Litrerate

Member Smt.Phooli/Annaram F SC Litrerate

Member Sh.Narayanram/Gomandram M SC MF Litrerate

Member Sh.Tamashikhan/Ambekhan M OBC MF UG Litrerate

Member Sh.kabiraram/Longaram M SC LL Litrerate

Member Smt.kusumbi/Balram F ST SF Litrerate

Member Sh. Kheraram/Mdaram M SC SF litrerate

Member Sh Shukhvinder

singh(AEN) AEN


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

2. Madwa 27.11

.2012

-- President Sh.Aabaddan charan M OBC BF UG Primary

Secratory Sh Ransing M GEN SF UG Secondary

Member Smt. Kamla/Laccuram M SC BF Litrerate

Member Smt. Merodevi

/Harchandram M ST BF Litrerate

Member Sh Pempokanwar/Lakhsing

meena M GEN SF Litrerate

Member Smt. Sanju/Laxmanaram M OBC SF Litrerate

Member Sh.Govindsing/Sonaram M OBC BF UG Litrerate

Member Sh

Chandrasingh/Tejsingh M GEN BF UG Litrerate

Member Sh.Amardan/Phatahdan M SC MF Litrerate

Member Sh.Bhagatdan/Hetudan M ST LS Litrerate

Member Sh Nakhdan/Bhairaram M OBC MF Litrerate

Member Sh.Karansing/Roopsing M SC MF Litrerate

Member Sh panaram/Ladharam M OBC BF Litrerate

Member Sh Bhairam/Tejaram F SF Litrerate

Member Sh Shukhvinder singh M OBC SF Litrerate


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

3. Gadi

Champaw

ta

26.12

.11

-- President

Sh.Gangasingh/Bheekhsin

gh M GEN BF UG Primary

Secratory Sh Gumansingh/Amarsingh M GEN SF UG Secondary

Member Sh.Javarsingh/Takhatsin

gh M GEN BF Litrerate

Member Sh.Jalamsingh/Bulidansi

ngh M GEN BF Litrerate

Member Sh

Onkarsingh/ummedsingh M GEN SF Litrerate

Member Smt. Chukadevi/Balaram F SC SF Litrerate

Member Smt.Antro/Ghudaram F OBC BF UG Litrerate

Member Smt.Laharkanwar/Jalamsi

ngh F GEN BF UG Litrerate

Member Sh.Tagaram/Lalaram M OBC MF Litrerate

Member Sh.Laxmanram/Tejaram M SC LS Litrerate

Member Smt.Premkanwar/Swaroops

ingh F GEN MF Litrerate

Member Sh.Sukhvindersingh M SC MF Litrerate


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

4. Sivnath

singh

Nagar

27.12

.2011

-- President Sh.Rajusingh/Bherusingh M GEN BF UG Primary

Secratory Sh Jetharam/Isharam M SC SF UG Secondary

Member Sh.Manoharsingh/Mulatan

singh M GEN BF Litrerate

Member Sh.Magaram/Kasturaram M SC BF Litrerate

Member Sh Bhuraram/Hemaram M OBC SF Litrerate

Member Sh.Lakharam/Rooparam M OBC SF Litrerate

Member Smt.Prinka/Roopara F OBC BF UG Litrerate

Member Smt.Sumankanwar/Bherusi

ngh F GEN BF UG Litrerate

Member Smt.Poorkanwar/Chatursi

ngh M GEN MF Litrerate

Member Smt.Priynka/Rooparam F SC Litrerate

Member Sh.Sukhvidersingh M AEN


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

5. Bhaniya

na

21.01

.2013

-- President Sh.Sujaram/Bhikaram M OBC BF UG Primary

Secratory Sh.

Kishansingh/Dhansukh M OBC SF UG Secondary

Member Sh.

Chadarsingh/Tejsingh M Gen BF

UG Litrerate

Member Sh.Motilal/Khetaram M OBC BF UG Litrerate

Member Sh Lakharam/Bhikaram M OBC SF UG Litrerate

Member Sh.Ummedaram/Shekharam M OBC SF UG Litrerate

Member Sh.Savairam/Sonaram M OBC BF UG Litrerate

Member Sh.Swarooparam/Sujaram M OBC BF UG Litrerate

Member Smt. Barju/Purkharam F OBC MF SHG Litrerate

Member Smt.Kamala/Likhamaram F OBC MF SHG Litrerate

Member Smt. Rani/Kisturaram F OBC MF SHG Litrerate

Member Smt.Teeja/Deepsingh F OBC MF SHG Litrerate

Member Sh. Nathuram/Demaram M OBC MF UG Litrerate

Sh.Sukhvidersingh M AEN

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

Gram Panchayat: JHALARIYA

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

1 Smt.Chanani/Aduram Jhalariya President

2 Smt.Fooli/Keshuram Jhalariya Member

3 Sh.Bundaram/Poonaram Jhalariya Member

4 Sh.Jagjivan/Nagaram Jhalariya Member

5 Sh.Anaram/Modaram Jhalariya Member

User Group Water harvesting structure

1 Smt.Sayar/Amalakhram Jhalariya President

2 Smt.Rekharam/Mangaram Jhalariya Member

3 Sh.Bhakarram/Bularam Jhalariya Member

4 Sh.Hathisingh/Bherusingh Jhalariya Member

5 Sh.Nepalsingh/Swaroopsingh Jhalariya Member

User Group Pasture Development

1 Sh,Hendarkhan/Sekukhan Jhalariya President

2 Smt.Samda.Manaram Jhalariya Member

3 Smt.Roopa/Akabarkhan Jhalariya Member

4 Sh.Shamburam/Kalaram Jhalariya Member

5 Sh.Deviram/Kevalram Jhalariya Member

User Group Livestock Development

1 Sh.Fathesingh/Bherusingh Jhalariya President

2 Smt.Khamakanwar/Lalsingh Jhalariya Member

3 Smt.Kamalakanwar/Udaysingh Jhalariya Member

4 Smt.Vimala/Omaram Jhalariya Member

5 Sh.Anchalaram/Modaram Jhalariya Member

Gram Panchayat: Gadichampawata

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

1 Sh.Gangasingh/Bhikhasingh Gadichampawata President

2 Sh.Rawalsihgh/Bulidansingh Gadichampawata Member

3 Sh.Ganpatsingh/Rewatsingh Gadichampawata Member

4 Sh.Jabarsingh/Panesingh Gadichampawata Member

5 Smt.Madoodevi/Laxamanram Gadichampawata Member

User Group Water harvesting structure

1 Sh.Jabarsingh/Takhatsingh Gadichampawata President

2 Sh.Derawarsingh/Swaroopsingh Gadichampawata Member

3 Sh.Kesarsingh/Gayadsingh Gadichampawata Member

4 Smt.Premkanwar/Swaroopsingh Gadichampawata Member

5 Sh.Balaram/Mangaram Gadichampawata Member


1 Sh.Onkarsingh/Ummedsingh Gadichampawata President

2 Sh.Thansingh/Duragsingh Gadichampawata Member

3 Smt.Kabrookanwar/Jhabarsingh Gadichampawata Member

4 Sh.Chamansingh/Bhikasingh Gadichampawata Member

5 Sh.Laxamanram/Tejaram Gadichampawata Member


1 Sh.Jalamsingh/Balidansingh Gadichampawata President

2 Sh.Kamalsingh/Jabarsingh Gadichampawata Member

3 Sh.Sohansingh/Ladhusingh Gadichampawata Member

4 Sh.Gambhirsingh/Nakhatsingh Gadichampawata Member

5 Smt.Gajarkanwar/Kishorsingh Gadichampawata Member

Gram Panchayat: Ratariya User Group Contour Bunding

S.No. Name/Fathers Name Village Postion

1 Sh.Rajusingh/Bherusingh

Shivnathsingh

Nagar President

2 Sh.Isharam/Bhagaram

Shivnathsingh

Nagar

Member

3 Sh.Karanaram/Pemaram

Shivnathsingh

Nagar

Member

4 Sh.Gumnaram/Narayaram

Shivnathsingh

Nagar

Member

5 Smt.Priynka/Rooparam

Shivnathsingh

Nagar

Member


1 Sh.Bhuraram/Hemaram

Shivnathsingh

Nagar President

2 Sh.Moolaram/Narayanram

Shivnathsingh

Nagar

Member

3 Sh.Panesingh/Chimansingh

Shivnathsingh

Nagar

Member

4 Sh.Tejsingh/Bherusingh

Shivnathsingh

Nagar

Member

Smt.Kabbudevi/Harchandram

Shivnathsingh

Nagar

Member



1 Sh.Lakharam/Rooparam

Shivnathsingh

Nagar President

2 Sh.Kesharram/Gordhanram

Shivnathsingh

Nagar

Member

3 Sh.Managaram/Kasturaram

Shivnathsingh

Nagar

Member

4 Smt.Gulabkanwar/Rajusingh

Shivnathsingh

Nagar

Member

5 Sh.Mangaram/Lumbaram

Shivnathsingh

Nagar

Member



1 Sh.Pramsingh/Chensingh

Shivnathsingh

Nagar President

2 Sh.Manoharsingh/Multansingh

Shivnathsingh

Nagar

Member

3 Sh.Khetaram/Bhagaram

Shivnathsingh

Nagar

Member

4 Sh. Bhomaram/Gordhanram

Shivnathsingh

Nagar

Member

5 Smt.Omkanwar/Rewantsingh

Shivnathsingh

Nagar

Member

sGram Panchayat wise/ Watershed Committee wise Details of Various Self

Help Groups

Gram Panchayat: Jalariya

Mahadev SHG

S.No. Name/Fathers Name Village Postion 1 Rekha/Bhagaram Jalariya President

2 Santu/Thakarram Jalariya Secretary

3 Premi/Jugtaram Jalariya Member

4 Kamakanwar/lalsingh Jalariya Member

5 Mandu/Narayanram Jalariya Member

6 Sugna/Khetaram Jalariya Member

7 Tulsi/Jetharam Jalariya Member

8 Soni/Papuram Jalariya Member

9 Suva/Bhomaram Jalariya Member

10 Leela/Khetaram Jalariya Member

Ramdev SHG

1 Fooli/Anaram Jalariya President

2 Lancho/Gumnaram Jalariya Secretary

3 Sayar/Mangilal Jalariya Member

4 Resma/Ramlal Jalariya Member

5 Gori/Longaram Jalariya Member

6 Amba/Narayanram Jalariya Member

7 Panidevi/Deviram Jalariya Member

8 Vimala/Omaram Jalariya Member

9 Nanu/Chandaram Jalariya Member

10 Rukhama/Deeparam Jalariya Member

Gram Panchayat: Jhabra

Sivaji SHG

S.No. Name/Fathers Name Village Postion 1 Chukadevi/Balaram Gadi Champawata President

2 Pawankanwar/Chanansingh Gadi Champawata Secretary

3 Laxmikanwar/Kojrajsingh Gadi Champawata Member

4 Chandrakanwar/Gumansingh Gadi Champawata Member

5 Morukanwar/Jhabarsingh Gadi Champawata Member

6 Gajarkanwar/Kishorsingh Gadi Champawata Member

7 Nenkanwar/Gangasingh Gadi Champawata Member

8 Kanwarukanwar/Jhabarsingh Gadi Champawata Member

9 Premkanwar/Swaroopsingh Gadi Champawata Member

10 Dariyakanwar/Ganpatsingh Gadi Champawata Member

11 Mandudevi/Laxmanram Gadi Champawata

12 Dhudi/Mangaram Gadi Champawata

Gram panchayat Ratariya Heeradevi SHG

1 Sugankanwar/Bherusingh Shivnath Singh Nagar President

2 Rasalkanwar/Manoharsingh Shivnath Singh Nagar Secretary

3 Sugankanwar/Bhawarsingh Shivnath Singh Nagar Treasurer

4 Meerokanwar/Rewatram Shivnath Singh Nagar Member

5 Barju/Bhiyaram Shivnath Singh Nagar Member

6 Pampkanwar/Khetaram Shivnath Singh Nagar Member

7 Babudevi/Magaram Shivnath Singh Nagar Member

8 Heeradevi/Andaram Shivnath Singh Nagar Member

9 Gulabkanwar/Rajusingh Shivnath Singh Nagar Member

10 Omkanwar/Rewantsingh Shivnath Singh Nagar Member

11 Asamkanwar/Jethusingh Shivnath Singh Nagar Member

Kamla SHG

1 Vijaykanwar/Papusingh Shivnath Singh Nagar President

2 Samandkanwar/Chatarsingh Shivnath Singh Nagar Secretary

3 Ugamkanwar/Khivsingh Shivnath Singh Nagar Treasurer

4 Khamakanwar/Premsingh Shivnath Singh Nagar Member

5 Suvakanwar/Partapsingh Shivnath Singh Nagar Member

6 Naktukanwar/Bhakarsingh Shivnath Singh Nagar Member

7 Kavrukanwar/Panesingh Shivnath Singh Nagar Member

8 Kamala/Karnaram Shivnath Singh Nagar Member

9 Birkanwar/Indarsingh Shivnath Singh Nagar Member

10 Ashio/Isharam Shivnath Singh Nagar Member

11 Poorkanwar/Bhimsingh Shivnath Singh Nagar Member

12 Nimbookanwar/Deravarsingh Shivnath Singh Nagar 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)

4601 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 seven villages of three 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

4326 3994 8320 920 390

Household Details

BPL

household

L.

Less

Large

Farmar

Small

Farmer

M.

Farmer

Total

Household

SC

household

ST

household

408 99 405 209 174 1295 156 65

Table 2.2 Development indicators

S.

No. Development Indicators State

Project

Area

1 Per capita income (Rs.) 30808 17000

2 Poverty ratio 0.22 0.19

3 Literacy (%) 60.4 53

4 Sex Ratio 926 923

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

5200 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 Jalariya 3918 558 0 0 1000

2 Madwa 8678 1580 0 0 1000

3 Jhabra 1708 500 0 0 1000

4 Ratariya 5422 1040 0 0 1000

5 Bhaniyana 1125 0 0 0 1000

Total 20851 3678 0 0 5000

Table 2.3(B) Land Use

Land Use Total area in Ha.

Private Panchayat Government Community Total

Agriculture Land 4411 0 0 0 4411

Temporary fallow 220 0 0 0 220

Permanent fallow 220 0 0 0 220

Cultivated Rain fed 4411 0 0 0 4411

Cultivated irrigated 0 0 0 0 0

Net Sown Area 4330 0 0 0 4330

Net Area sown more

than once 440 0 0 0 440

Forest Land 0 0 0 0 93

Waste Land 0 0 50 0 50

Pastures 0 0 79 0 79

Others 0 0 20 0 20

Total 4851 0 149 0 5000

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.

448 ha. (0.09 % 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 240 hectare pasture land

(0.050%) 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)

Produ

ction

(Ton)

Product

ivity

(kg/ha)

Area

(ha)

Produ

ction

(Ton)

1 Kharif Bajra

HHB

67 3196 1112 348 0 0 0 0 3196 1112

Moong K 851 365 222 608 0 0 0 0 365 222

Gaur

RBC

936 769 392 510 0 0 0 0 769 392

2 Rabi Musture

d 0 0 0 0 0 330 412 1250 330 412

Wheat 0 0 0 0 0 110 242 2200 110 242

Total 0 4330 1767.5 1473 0 440 654 3450 4770 2380

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

Area under Single crop 4330

Area under Double crop 440

Area under Multiple crop 0

Caster - Caster Moth - Fallow

The table 2.4.b shows that only 840 ha is (11.46%) 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 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

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

--

--

886

1295

339

476

679

1203

500

600

750

1250

415

550

625

980

348

510

608

1250

and also distribution foundation seeds of Forage Crops for further multiplication, introduction

of fodder crops in the existing crop rotations.

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

Activity Area Species Varieties Recommended

varieties

Production

(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 405 63 3805 3868 1248 293 263 2064 0

(ii) Small farmer 209 8 607 615 184 49 37 330 15

(iii) Marginal farmer 174 0 528 528 158 37 33 288 12

(iv) Landless person 99 0 0 0 32 7 6 53 2

(V) No. of BPL households 408 0 327 327 98 26 20 176 7

Total 1295 71 5267 5338 1720 412 359 2911 36

30.50% land holdings belong to small and marginal farmers who own 30.50% 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 2355 3.5 ltr per day 2355 6017025 6017.025

Hybrid 85 5 ltr per day 85 217175 217.175

2 Buffaloes 35 6 ltr per day 35 89425 89.425

3 Goat 17832 1 ltr per day 8916 45560760 45560.76

4 Sheep 17332 1 to 1.5 per no. 8666 44283260 44283.26

5 Camel 132 --- 132 337260 337.26

6 Poultry 0 750 gm per bird 0 0 0 7 Piggery 0 0 0 0 0

Total 37771 20189 96504905 96504.91

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 6534/45738

2 Production of Green

fodder Tonns/year 0

3 Production of Dry

fodder Tonns/ Year 6250/43750

4 Area under Pastures Ha 690/2415

5 Production of fodder Tonns/year 6250/43750

6 Existing area under

Fuel wood Ha 0

7 Supplementary feed Kgs/ day

8 Silage Pits No

9 Availability of fodder Quintals 91903

10 Deficiency/excess of

fodder

Quintals 4601

The above table shows there is fodder deficiency (Requirement is 96505 Qntl.and

availability 91903 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 jhalariya 201 105

Gravel Road,

Tradditational

water bodies,

forest/pasture

enclosures etc.

2 Madwa panjika

Bera 398 266

3 Gadichampavata 141 80

4 Shivnathsingh

nagar 105 70

5 Baloosing ki

dhani 214 85

6

7

S.No Implements Nos.

1 Tractor 75

2 Sprayers-manual/ power 62

3 Cultivators/Harrows 21

4 Seed drill 56

5 Any Other 18

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)

jhalariya 20 182

Employment

& Business 120-1500

Employment

& Business 1-2 lac

Madwa panjika

Bera 16 185

Gadichampavata 23 150

Shivnathsingh

nagar 8 172

Baloosing ki

dhani 10 210

9 180

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 524

Dairying 350

Poultry 0

Piggery 0

Landless Agri.

Labourers 99

Table 2.12(b)Major activities (Off Farm)

Name of activity Households/indivi

duals

Average annual income

/per House hold (in

lac)

Artisans 7 1.2

Carpenter 12 1.50

Blacksmith 1 0.35

Leather Craft

Porter

Mason 35

Others specify

(Cycle Repair

,STD,Craft etc)

9 0.10

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

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

S.No Name of SHG Members Activity

involved

Monthly

income

Fund

available

Assistance

available

Source of

assistance

Training

received

1 Mahadev Shg

10 Embriodery 1000 1.50 BANK LOAN Z.P.JAISALME

R

YES

2 Ramdev Shg 10 Embriodery

1000 1.45 BANK LOAN Z.P.JAISAL

MER YES

3 Sivaji Shg 10 Embriodery


MER

YES

4 Heeradevi Shg 10 Embriodery


MER

YES

5 Kamla Shg 10 Embriodery


MER YES

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

2 Shallow

tube wells

3 Pumping

Sets

4 Deep Tube

Wells 22 78 365

Total 22

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 jhalariya 6000 5500 4 4

2 Madwa

panjika

Bera

5500 4500 3 3

3 Gadichamp

avata 4700 4225 3 3

4 Shivnaths

ingh

nagar

7227 6925 3 3

5 Baloosing

ki dhani 5121 4827 2 2

Total 28548 25977 15 15

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

Bajara 50 150

Guar 0 32

Moong 0 1750

Month

Til

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% 35000

2 3 to 8% 1500

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 5000

2 Loam

B Soil Depth :

1 0.00 to 7.50 5000

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 10-500 100-500

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 3000

B Rill 0

C Gully 0

Sub-Total 0

Wind erosion 2000

Total for project 5000 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, gully plugs, Bank Stabilisation,

Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts 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 Jalariya 27.11.12

2 Madwa 27.11.12

3 Jhabra 26.12.11

4 Ratariya 27.12.11

5 Bhaniyana -------

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 jhalariya 12.00 6 5 0 6.00 6.00 0.00 6.00

2 Madwa panjika

Bera 12.00 6 5 0

6.00 6.00 0.00

To solve

problem

of

lighting

and

drinking

water

6.00

3 Gadichampavata 12.00 6 5 0 6.00 6.00 0.00 6.00

4 Shivnathsingh

nagar 12.00 6 5 0

6.00 6.00 0.00 6.00

5 Baloosing ki

dhani 12.00 6 5 0

6.00 6.00 0.00 6.00

Total 60.00 36 25 30.00 30.00 30.00

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 jhalariya 01-01-13

2 Madwa panjika Bera 29-12-12

3 Gadichampavata 25-01-12

4 Shivnathsingh nagar 22-1-01-12

5 Baloosing ki dhani ----

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 37.50 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 750.00 Lacs.

(ii) Funds available under livelihood component are 9% of total project cost, Rs. 67.50

Lacs.

(a) Seed money for SHGs as revolving fund, Rs. 40.50 Lacs.

- No. of SHG to be formed 162 Nos.

- No of persons (members) in SHGs 1130 Nos.

(b) Seed money for enterprising individuals, Rs. 6.75 Lacs

- No of persons identified as enterprising individuals 27 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. 20.25 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 750.00 Lacs.

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

total project cost, Rs. 75.00 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 17.50 lacs out of above

total provision of Rs 75.00 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% 15.00 15.00 0.00 0.00 15.00 15.00 0.00 0.00 15.00 15.00 0.00 0.00

Monitoring 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00

Evaluation 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00

EPA 4% 6.00 6.00 0.00 0.00 6.00 6.00 0.00 0.00 6.00 6.00 0.00 0.00

I&CB 5% 7.50 7.50 0.00 0.00 7.50 7.50 0.00 0.00 7.50 7.50 0.00 0.00

DPR 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00

Total (A) 22% 33.00 33.00 0.00 0.00 33.00 33.00 0.00 0.00 33.00 33.00 0.00 0.00

(B) Natural resource management (56%) 84.00 84.00 84.00Conservation measures for arable land (private land)

Field Bunding ha 0.093 180 16.74 12.72 4.02 0.95 240 22.32 16.08 6.24 1.21 210 19.53 13.83 5.70 1.04

Earthen Structure 1 No. 1.2 8 9.60 9.60 0.00 0.72 7 8.40 8.40 0.00 0.63 5 6.00 6.00 0.00 0.45


Earthen Structure 3 No. 2 3 6.00 6.00 0.00 0.45 2 4.00 4.00 0.00 0.30 4 8.00 8.00 0.00 0.60

Tanka 1 No. 0.62 12 7.44 7.44 0.00 0.56 12 7.44 7.44 0.00 0.56 12 7.44 7.44 0.00 0.56

Tanka 2 No. 0.7 12 8.40 8.40 0.00 0.63 12 8.40 8.40 0.00 0.63 12 8.40 8.40 0.00 0.63

Khadin No. Site wise 1 8.91 8.91 0.00 0.67 1 8.75 8.75 0.00 0.66 1 9.40 9.40 0.00 0.71

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 20 0.38 0.38 0.00 0.00 20 0.38 0.38 0.00 0.00 20 0.38 0.38 0.00 0.00

Water Harvesting Structure No. 3 1 3.00 3.00 0.00 0.00 1 3.00 3.00 0.00 0.00 1 3.00 3.00 0.00 0.00

Afforestation ha 1.6 10 16.00 16.00 0.00 0.00 10 16.00 16.00 0.00 0.00 10 16.00 16.00 0.00 0.00

Tanka 3 No. 1.4 2 2.80 2.80 0.00 0.00 2 2.80 2.80 0.00 0.21 2 2.80 2.80 0.00 0.21

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) 88.02 84.00 4.02 4.64 90.24 84.00 6.24 4.85 89.70 84.00 5.70 4.85

Production measures for arable land 15.00 15.00 15.00

Arid Horticulture ha 1.2 4 4.80 2.50 2.30 0.38 4 4.80 2.50 2.30 0.38 4 4.80 2.50 2.30 0.38

Sprinklers & Drip irrigation ha 0.8 2 1.60 0.80 0.80 0.12 2 1.60 0.80 0.80 0.12 2 1.60 0.80 0.80 0.12

Vegetables No. 0.005 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08

Medicinal plants No. 0.005 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08

Vermi compost No. 0.1 10 1.00 1.00 0.00 0.15 10 1.00 1.00 0.00 0.15 10 1.00 1.00 0.00 0.15

Crop Demonstration No. 0.015 300 4.50 4.50 0.00 0.68 300 4.50 4.50 0.00 0.68 300 4.50 4.50 0.00 0.68

Micro Enterprise

Dairy No. 1.50 1.50 1.50 1.50 0.00 1.60 1.50 1.50 0.00 1.60

Poultry No. 0.00 0.00 0.00 0.00 0.00 0.00

Animal camp/Breed improovement No. 2.00 2.00 2.00 2.00 0.00 0.16 2.00 2.00 0.00 0.16

Local Artisans/craft No. 1.20 1.20 1.20 1.20 0.00 0.40 1.20 1.20 0.00 0.40

Food Processing No. 0.50 0.50 0.50 0.50 0.00 0.20 0.50 0.50 0.00 0.20

Total (C) 18.10 15.00 3.10 1.47 18.10 15.00 3.10 3.83 18.10 15.00 3.10 3.83

(D) Livelihood Activities (9%) 13.50 13.50 13.50 13.50 0.00 0.00 13.50 13.50 0.00 0.00

Total (D) 13.50 13.50 0.00 0.00 13.50 13.50 0.00 0.00 13.50 13.50 0.00 0.00

(E) Consolidation 4.50 4.50 4.50 4.50 4.50 4.50

Total (E) 4.50 4.50 0.00 0.00 0.00 4.50 4.50 0.00 0.00 0.00 4.50 4.50 0.00 0.00

Grand Total 157.12 150.00 7.12 6.11 159.34 150.00 9.34 8.68 158.80 150.00 8.80 8.68

GP : Jhabra

(A) Preparatory phase activities capacity building training & EPA

(C) Production System and Micro Enterprise (10%)

Activity UnitUnit

Cost

GP : Jhalariya GP : Ratariya

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% 15.00 15.00 0.00 0.00 15.00 15.00 0.00 0.00 0 75.00 75.00 0.00 0.00

Monitoring 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 0 7.50 7.50 0.00 0.00

Evaluation 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 0 7.50 7.50 0.00 0.00

EPA 4% 6.00 6.00 0.00 0.00 6.00 6.00 0.00 0.00 0 30.00 30.00 0.00 0.00

I&CB 5% 7.50 7.50 0.00 0.00 7.50 7.50 0.00 0.00 0 37.50 37.50 0.00 0.00

DPR 1% 1.50 1.50 0.00 0.00 1.50 1.50 0.00 0.00 0 7.50 7.50 0.00 0.00

Total (A) 22% 33.00 33.00 0.00 0.00 33.00 33.00 0.00 0.00 0 165.00 165.00 0.00 0.00

(B) Natural resource management (56%) 84.00 84.00 420.00Conservation measures for arable land (private land)

Field Bunding ha 0.093 180 16.74 12.72 4.02 0.95 240 22.32 16.08 6.24 1.21 1050 97.65 71.43 26.22 5.36



Earthen Structure 3 No. 2 3 6.00 6.00 0.00 0.45 2 4.00 4.00 0.00 0.30 14 28.00 28.00 0.00 2.10

Tanka 1 No. 0.62 12 7.44 7.44 0.00 0.56 12 7.44 7.44 0.00 0.56 60 37.20 37.20 0.00 2.79

Tanka 2 No. 0.7 12 8.40 8.40 0.00 0.63 12 8.40 8.40 0.00 0.63 60 42.00 42.00 0.00 3.15

Khadin No. Site wise 1 8.91 8.91 0.00 0.67 1 8.75 8.75 0.00 0.66 5 44.72 44.72 0.00 3.35


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 20 0.38 0.38 0.00 0.00 20 0.38 0.38 0.00 0.00 100 1.90 1.90 0.00 0.00

Water Harvesting Structure No. 3 1 3.00 3.00 0.00 0.00 1 3.00 3.00 0.00 0.00 5 15.00 15.00 0.00 0.00

Afforestation ha 1.6 10 16.00 16.00 0.00 0.00 10 16.00 16.00 0.00 0.00 50 80.00 80.00 0.00 0.00

Tanka 3 No. 1.4 2 2.80 2.80 0.00 0.00 2 2.80 2.80 0.00 0.21 10 14.00 14.00 0.00 0.63

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) 88.02 84.00 4.02 4.64 90.24 84.00 6.24 4.85 446.22 420.00 26.22 23.81

Production measures for arable land 15.00 15.00 75.00Arid Horticulture ha 1.2 4 4.80 2.50 2.30 0.38 4 4.80 2.50 2.30 0.38 20 24.00 12.50 11.50 1.88

Sprinklers & Drip irrigation ha 0.8 2 1.60 0.80 0.80 0.12 2 1.60 0.80 0.80 0.12 10 8.00 4.00 4.00 0.60

Vegetables No. 0.005 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08 500 2.50 2.50 0.00 0.38

Medicinal plants No. 0.005 100 0.50 0.50 0.00 0.08 100 0.50 0.50 0.00 0.08 500 2.50 2.50 0.00 0.38

Vermi compost No. 0.1 10 1.00 1.00 0.00 0.15 10 1.00 1.00 0.00 0.15 50 5.00 5.00 0.00 0.75

Crop Demonstration No. 0.015 300 4.50 4.50 0.00 0.68 300 4.50 4.50 0.00 0.68 1500 22.50 22.50 0.00 3.38

Micro Enterprise

Dairy No. 1.50 1.50 1.50 1.50 0.00 1.60 0 7.50 7.50 0.00 4.80

Poultry No. 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

Animal camp/Breed improovement No. 2.00 2.00 2.00 2.00 0.00 0.16 0 10.00 10.00 0.00 0.48

Local Artisans/craft No. 1.20 1.20 1.20 1.20 0.00 0.40 0 6.00 6.00 0.00 1.20

Food Processing No. 0.50 0.50 0.50 0.50 0.00 0.20 0 2.50 2.50 0.00 0.60

Total (C) 18.10 15.00 3.10 1.47 18.10 15.00 3.10 3.83 90.50 75.00 15.50 14.43

(D) Livelihood Activities (9%) 13.50 13.50 13.50 13.50 0.00 0.00 0 67.50 67.50 0.00 0.00

Total (D) 13.50 13.50 0.00 0.00 13.50 13.50 0.00 0.00 67.50 67.50 0.00 0.00

(E) Consolidation 4.50 4.50 4.50 4.50 0 22.50 22.50 0.00 0.00

Total (E) 4.50 4.50 0.00 0.00 0.00 4.50 4.50 0.00 0.00 0.00 22.50 22.50 0.00 0.00

Grand Total 157.12 150.00 7.12 6.11 159.34 150.00 9.34 8.68 791.72 750.00 41.72 38.24

(A) Preparatory phase activities capacity building training & EPA

(C) Production System and Micro Enterprise (10%)

GP : Mandwa GP : Bhaniyana

Activity UnitUnit

Cost

Total

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 75.00 75.00 0.00 0.00Monitoring 1% 0 0 7.50 7.50 0.00 0.00Evaluation 1% 0 0 7.50 7.50 0.00 0.00EPA 4% 0 0 30.00 30.00 0.00 0.00I&CB 5% 0 0 37.50 37.50 0.00 0.00DPR 1% 0 0 7.50 7.50 0.00 0.00

Total (A) 165.00 165.00 0.00 0.00

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

Field Bunding ha 1050 0.093 97.65 71.43 26.22 5.36

Earthen Structure 1 No. 35 1.2 42.00 42.00 0.00 3.15

Earthen Structure 2 No. 25 1.75 43.75 43.75 0.00 3.28

Earthen Structure 3 No. 14 2 28.00 28.00 0.00 2.10Tanka 1 No. 60 0.62 37.20 37.20 0.00 2.79Tanka 2 No. 60 0.7 42.00 42.00 0.00 3.15Khadin No. 5 Site wise 44.72 44.72 0.00 3.35Conservation measures for non arable land

Pasture Development ha 0 0 0.00 0.00 0.00 0.00V-ditch ha 100 0.0192 1.90 1.90 0.00 0.00

Water Harvesting

StructureNo. 5 3 15.00 15.00 0.00 0.00

Afforestation ha 50 1.6 80.00 80.00 0.00 0.00Tanka 3 No. 10 1.4 14.00 14.00 0.00 0.63Draunage line treatment 0 0 0.00 0.00 0.00 0.00MMS, 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) 446.22 420.00 26.22 23.81

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

Arid Horticulture ha 20 1.2 24.00 12.50 11.50 1.88

Sprinklers & Drip irrigation ha 10 0.8 8.00 4.00 4.00 0.60

Vegetables No. 500 0.005 2.50 2.50 0.00 0.38

Medicinal plants No. 500 0.005 2.50 2.50 0.00 0.38

Vermi compost No. 50 0.1 5.00 5.00 0.00 0.75

Crop Demonstration No. 1500 0.015 22.50 22.50 0.00 3.38Micro Enterprise

Dairy No. 0 0 7.50 7.50 0.00 4.80Poultry No. 0 0 0.00 0.00 0.00 0.00Animal camp/Breed improovementNo. 0 0 10.00 10.00 0.00 0.48Local Artisans/craft No. 0 0 6.00 6.00 0.00 1.20Food Processing No. 0 0 2.50 2.50 0.00 0.60

Total (C) 90.5 75 15.5 14.43

D.Livelihood Activities (9%) 0 0 67.50 67.50 0.00 0.00

Total (D) 67.50 67.50 0.00 0.00

(E) Consolidation 0 0 22.50 22.50 0.00 0.00

Total (E) 0 22.50 22.50 0.00 0.00Grand Total 791.72 750.00 41.72 38.24

CHAPTER-IV Activity wise Total Abstract of cost

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

Admn. 0 0 10% 75.00 22.50 15.00 7.50 7.50 7.50 7.50 7.50 0 75.000

Monitoring 0 0 1% 7.50 0.00 0.00 1.50 1.50 1.50 1.50 1.50 0 7.500

Evaluation 0 0 1% 7.50 0.00 0.00 0.00 1.50 0.00 2.25 3.75 0 7.500

EPA 0 0 4% 30.00 9.00 21.00 0.00 0.00 0.00 0.00 0.00 0 30.000

I & CB 0 0 5% 37.50 7.50 7.50 7.50 3.75 3.75 3.75 3.75 0 37.500

DPR 0 0 1% 7.50 2.25 3.00 0.00 0.00 2.25 0.00 0.00 0 7.500

Total (A) 165.00 41.250 46.500 16.500 14.250 15.000 15.000 16.50 0 165.000

Field Bunding ha 1050 0.093 71.43 150 14.29 300 25.00 300 14.29 270 14.29 30 3.57 1050 71.430

Earthen Structure 1 No. 35 1.2 42.00 6 8.40 12 14.70 7 8.40 7 8.40 3 2.10 35 42.000

Earthen Structure 2 No. 25 1.75 43.75 3 8.75 9 15.31 5 8.75 5 8.75 3 2.19 25 43.750

Earthen Structure 3 No. 14 2 28.00 1 5.60 5 9.80 3 5.60 3 5.60 3 1.40 14 28.000

Tanka 1 No. 60 0.62 37.20 15 7.44 21 13.02 12 7.44 12 7.44 0 1.86 60 37.200

Tanka 2 No. 60 0.7 42.00 12 8.40 21 14.70 12 8.40 12 8.40 3 2.10 60 42.000

Khadin No. 5 Site wise 44.72 1 8.94 1 15.65 1 8.94 1 8.94 1 2.24 5 44.720


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 100 0.0192 1.90 25 0.38 35 0.67 20 0.38 20 0.38 0 0.10 100 1.900

Water Harvesting Structure No. 5 3 15.00 1 3.00 2 5.25 1 3.00 1 3.00 0 0.75 5 15.000

Afforestation ha 50 1.6 80.00 10 16.00 18 28.00 10 16.00 10 16.00 3 4.00 50 80.000

Tanka 3 No. 10 1.4 14.00 1 2.80 4 4.90 2 2.80 2 2.80 2 0.70 10 14.000

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) 420.00 225 84.000 427 147.000 373 84.000 343 84.000 47 21.000 1414 420.000

Arid Horticulture ha 20 1.2 12.50 4 2.50 7 4.38 4 2.50 4 2.50 1 0.63 20 12.500

Sprinklers & Drip irrigation ha 10 0.8 4.00 2 0.80 4 1.40 2 0.80 2 0.80 1 0.20 10 4.000

Vegetables No. 500 0.005 2.50 100 0.50 175 0.88 100 0.50 100 0.50 25 0.13 500 2.500

Medicinal plants No. 500 0.005 2.50 100 0.50 175 0.88 100 0.50 100 0.50 25 0.13 500 2.500

Vermi compost No. 50 0.1 5.00 10 1.00 18 1.75 10 1.00 10 1.00 3 0.25 50 5.000

Crop Demonstration No. 1500 0.015 22.50 300 4.50 525 7.88 300 4.50 300 4.50 75 1.13 1500 22.500

Micro Enterprise

Dairy No. 0 0 7.50 0 1.50 0 2.63 0 1.50 0 1.50 0 0.38 0 7.500

Poultry No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000

Animal camp/Breed improovement No. 0 0 10.00 0 2.00 0 3.50 0 2.00 0 2.00 0 0.50 0 10.000

Local Artisans/craft No. 0 0 6.00 0 1.20 0 2.10 0 1.20 0 1.20 0 0.30 0 6.000

Food Processing No. 0 0 2.50 0 0.50 0 0.88 0 0.50 0 0.50 0 0.13 0 2.500

Total (C) 75.00 516 15.000 903 26.250 516 15.000 516 15.000 129 3.750 2580 75.000

D.Livelihood Activities (9%) 0 0 67.50 0 13.50 0 23.63 0 13.50 0 13.50 0 3.38 0 67.500

Total (D) 67.50 0 13.500 0 23.625 0 13.500 0 13.500 0 3.375 0 67.500

(E) Consolidation 0 0 22.50 0 0.00 0 0.00 0 0.00 0 4.50 0 18.00 0 22.500

Grand Total 750.000 41.250 46.500 741 129.000 1330 211.13 889 127.50 859 132.00 176 62.63 3994 750.000

Yearwise % Targets 5.500 6.200 17.200 28.150 17.000 17.600 8.350 100.000

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 Activity Unit Qty.

Unit

Cost

4th yearTotal

cost

1st year 2nd year 3rd year

1 3 4 5 6S.

No.

Unit of

measurement

Pre-project

Status

Expected Post-

project Status Remarks

1 Meters 78.00 77.50

2 No. 5 13

3 TDS 2,400 2,350

4 KLPD 25.97 27.20

5 Ha 440.00 520.00

6 Description 0.00 0.00

7

Ha 4,330.00 4,400.00

Ha 440.00 520.00

Ha 0.00 0.00

8 Ha 4,411.00 4,411.00

9

q/ha 3.48 4.50

q/ha 0.00 0.00

q/ha 0.00 0.00

q/ha 12.50 15.00

10

ton 1,112.20 1,460.70

ton 0.00 0.00

ton 0.00 0.00

ton 412.50 525.00

11 Ha 130.00 180.00

12 Ha 0.00 4.00

13 Ha 130.00 180.00

14 Ha 280.00 330.00

15 Q 91,903.00 94,500.00

16 Litres/day 2,660.00 3,330.00

17 No. 4 81

18 No. 13 27

19 Rs.in lac 0.17 0.26

20 No. 86 35

21 No. 0 10

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

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

Area under multiple crop

Change in cultivated Area

Yield of major crops of area

Yield of Bajra

Yield of Wheat

Yield of Gram

Milk production

Yield of Mustard

production of major crops of area

Production of Bajra

Production of Wheat

Production of Gram

Production of Mustard

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

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

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

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

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




Khasra No.: …………………………………

Khadin 3 3

Chain

age

No.

Chain

Lengt

h


Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

34 30 203.00 204.00 1.00 5.50 2.00 3.75 3.61 108.44 1020

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




Khasra No.: ……………………………….

Khadin 4 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

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

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




Khasra No.: ………………………..

Khadin 5 3

Chain

age

No.

Chain

Lengt

h


Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

28 30 209.30 210.50 1.20 6.20 2.00 4.92 5.08 152.32

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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