DETAILED PROJECT REPORT -...

IWMP-15 1

DETAILED PROJECT REPORT

INTEGRATED WATERSHED MANAGEMENT PROGRAMME

JAISALMER

JSM/(IWMP) 15/10-11, BLOCK- SAM

IWMP-15 2

GOVERNMENT OF RAJASTHAN

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

Rajasthan, Jaipur



JAISALMER JSM/(IWMP) 15/10-11,

BLOCK- SAM

PROJECT IMPLEMENTING AGENCY ASSISTANT ENGINEER

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

IWMP-15 3



JAISALMER JSM/(IWMP)15/10-11,

BLOCK- SAM

Salient Features of Project

No. of Gram Panchayat Covered 2

No. of Revenue Villages Covered 8

Total Project Area, Ha 7000

Total Project Cost, Lac Rs. 1050.00

Total Proposed/ Estimated Cost, Lac Rs. 1077.20

Total Cost Borned by Convergence, Lac Rs. 27.20

Expected Beneficiaries’s Contribution, Lac Rs. 45.25

Total Runoff Potential, Cum. 143765

Existing Runoff Storage, Cum. 32181

Proposed Runoff Storage/ Management, Cum 111584

IWMP-15 4

CHAPTER – I

INTRODUCTION

Location

Jaisalmer (IWMP-15), Adbala Project is located in Sam Block, of Jaisalmer

District. The project area lies between the 260, 41.02 N & 700, 51.0 E. It is at a

distance of 60 km from its Block head quarters and 60 Km from the District head

quarters of jaisalmer. There are 8 Number of habitations (Revenue Village) in the

Project area and other details are given below.

General features of watershed

S.No. Name of Project(as per GOI) IWMP-15 2010-11

a) Name of Catchment Adbaala,kotri

b) Name of watershed area(local

name)

Adbaala

c) Project Area 8150 ha.

d) Net treatable Area 7000 ha.

e) Cost of Project 1050 lac

f) Cost/hectare 15,000

g) Year of Sanction 2010-11

h) Watershed Code Cluster

i) No. of Gram Panchayats in

project area

2

j) No. of villages in project area 8

k) Type of Project Desert

l) Elevation (metres) 190

m) Slope range (%) 0-5%

Macro/micro Name of Gram

Panchayat

Name of Villages

Covered

Cluster Adbaala Adbaala

Geraaja

Sobh

Haapa

Adroi

Kotri Asloei

Kotri

Sodha

IWMP-15 5

The watershed falls in Agro climatic Zone I C, 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 76.42% land is under cultivation 0.85%

land fallow, 16.21% 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 518 Total Households 121 households are BPL (23.35% of Total

households) 44 are landless households (8.39% of Total households) and 152

household are small and 132 marginal farmers (54.82%of Total household). Average

land holding in the area is 2.17 ha. 51.85% area of cultivable land is single cropped and

0.92 % 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 (10 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 3214 population with Communities like

Rajput, Devasi, Rao-Bhat, Meghwal, Bheel, Kumhar, Darji and Brahmin, Muslims etc.

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

IWMP-15 6

2. Average Monthly rainfall (last ten years)

S.No. Month Rainfall(mm)

1 June 23.83

2 July 30.86

3 August 105.5

4 September 43.23

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 Evaporation 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) No runoff at out let

2 Total run off volume of rainy

season (ha.m.) 14.37 ha-m

3 Time of return of maximum flood 5

years

10

years

In-

Year

Nil Nil Nil

4 Periodicity of Drought in village

area

3 7

IWMP-15 7

Other Developmented Schemes in the Project Area

S

.

N

o

Scheme

Name of

the

departme

nt

Key

interventions

under the

Scheme

Targeted

Beneficiar

ies

Provisions

Under

the Scheme

1 MAHANREGA

Rural

Dev. &

Panchayat

i Raj

Departmen

t

Providing

Employment

3214

285 lac

2 TFC - 23.50 lac

3 SFC - 14.25 lac

4 BRGF TSC -

32.50 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 8

2 No. of villages provided with electricity 8 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) 6 2 0 -

5 No. of villages with access to Primary Health Centre 2

6 No. of villages with access to Veterinary Dispensary 0 7 No. of villages with access to Post Office 2 8 No. of villages with access to Banks 0 9 No. of villages with access to Markets/ mandis 0

10 No. of villages with access to Agro-industries 0 Total quantity of surplus milk 835 Ltr. 11 No. of milk collection centres U S PA O

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

others (O)) 0 0 8 0

12 No. of villages with access to Anganwadi Centre 8

13 Any other facilities with no. of villages (please

specify)

---

14 Nearest KVK Jaisalmer

15 cooperative society 0

16 NGOs 0 0 0 3

17 Credit institutions

(i) Bank 0

(ii) Cooperative Society 4

18 Agro Service Centre's 0

IWMP-15 8

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

WCDC 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 WCDC 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. Vedprakash Sharma

2 Designation Assist. Engineer

3 Address with contact

no., website

AEN. (IWMP) P.S. Sam

4 Telephone 02992-250922

5 E-mail

S.

No

Name of WDT

member M/F Age

Qualificati

on

Experience

in

watershed

(Yrs)

Description

of

professiona

l training

Role/

Function

1 Sh Ashok

Kumar M 35

B.Sc.

(A.g)

1 Agricul

ture

2 Sh

Hanumanaram M 24 L.S.A

- Animal

Husband

ry

3 Smt Shaarda

chhangani F 42 B.A.

- SHG

4 Sh Chhanga

ram M 22 L.S.A

- Animal

Husband

ry

IWMP-15 9

Details of Watershed Committees (WC)

Wc- Gram panchayat Adbala

S.

No

.

Name of

WCs

Date

of

Gram

Sabh

a

for

WC

Date of

Registra

tion as

a

Society

(dd/mm/y

yyy

Designati

on Name

M/

F

SC/

ST/OB

C/

Gener

al

Landle

ss/

MF/SF/

BF

Name of

UG/SHG

Education

al

qualifica

tion

1

Adbal

a

3.12.12

Preside

nt Sh. Manohar singh M Gen MF UG Secondary

Secreta

ry Sh. Prem singh

M Gen MF UG Secondary

Member’

s Sh. Mokam singh

M Gen MF UG Middle

sh. Balam ram M Sc MF UG Middle

Smt. Laanga devi F Sc MF SHG Middle

Sh. Nayal khan M Obc SF UG Middle

Sh. Sawai ram M Sc SF UG Middle

Sh. Mehran khan M Obc SF UG Middle

Smt. Pepa bai F Sc MF SHG Primary

Smt. Paalu devi F Sc MF SHG Middle

IWMP-15 10

Wc – Gram Panchayat Kotri

S.

No.

Name

of WCs

Date

of

Gram

Sabha

for

WC

Date of

Registra

tion as

a Society

(dd/mm/yyyy

Desig

nation Name M/F

SC/

ST/OBC/

General

Landl

ess/

MF/SF/

BF

Name

of

UG/SHG

Edu

cational

Quail

fication

2

Kotri

27.11.12

President Sh. Mishri singh M Gen MF UG Secondary

Secretary Sh. Deep singh M Gen MF UG Secondary

Member Smt. Kamla kanwar M Gen MF UG Middle

Sh. Jethmaal singh M Gen MF UG Middle

Smt. Aashu kanwar M Gen MF SHG Primary

Smt. Kamal kanwar M Gen SF SHG Middle

Smt. Prem kanwar M Gen SF SHG Primary

Smt. Geeta M Sc SF SHG Middle

Sh. Jabbar singh F Gen MF UG Primary

Sh. Tikam singh M Gen MF UG Middle

IWMP-15 11

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

Gram panchayat Adbala

SHG - 1

s.no Name Father/husband name

Village Position

1 Aashu kanwar Taneraw singh Sobh President

2 Hiru kanwar Vijay singh Sobh Secretary

3 Nanu kanwar Jhabbar singh Sobh Treasurer

4 Ilu kanwar Prahalad singh Sobh Member

5 Kamu kanwar Baghwan singh Sobh Member

6 Saaku kanwar Devpuri Sobh Member

7 Tipu kanwer Bhukna ram Sobh Member

8 Aashu Dungar singh Sobh Member

9 Champa kanwar Hathi singh Sobh Member

10 Dariya kanwar khangar singh Sobh Member

SHG-2


Village Position

1 Sugan kanwar Anop singh Sobh President

2 Padama Amba ram Sobh Secretary

3 Pemu kanwar Versiyal singh Sobh Treasurer

4 Gomti Hir singh Sobh Member

5 Agar kanwar Dalpat singh Sobh Member

6 Suwa kanwar Bersiyal singh Sobh Member

7 Mangu kanwar Setain singh Sobh Member

8 Pafu kanwar Tag singh Sobh Member

9 Ganga kanwar Hanwant singh Sobh Member

10 Harpyari luna ram Sobh Member

Gram panchayat Kotri

SHG-3


Village Position

1 Kasturi kanwar Hokam singh Aasloi President

2 Jamna kanwar Indra singh Aasloi Secretary

3 Prem kanwar Kishan singh Aasloi Treasurer

4 Sayar kanwar prem singh Aasloi Member

5 Huwa kanwar Jethu singh Aasloi Member

6 swarup kanwer Ganga singh Aasloi Member

7 Champa kanwar Chutar singh Aasloi Member

8 Aasha Girdhari ram Aasloi Member

9 Premi Arjun ram Aasloi Member

10 Hasti padma ram Aasloi Member

IWMP-15 12

SHG-4


Village Position

1 Chandra kanwar Deep singh Aasloi President

2 Kishan kanwar Shivdan singh Aasloi Secretary

3 Kavita Amar singh Aasloi Treasurer

4 Saant kanwar Hukam singh Aasloi Member

5 Champa Parvat singh Aasloi Member

6 Rekha Narayan singh Aasloi Member

7 Radha Khet singh Aasloi Member

8 Har kanwar Gemsingh Aasloi Member

9 Indra kanwar Hanwant singh Aasloi Member

10 Nenu kanwar Prathvi singh Aasloi Member

Users groups - 1

S.no User name Father name

1 Hukam singh Devi singh

2 Prem singh Rup singh

3 Kishan singh Bakhat singh

4 Indra singh Bakhat singh

5 Ganga singh Bija singh

6 Lilu singh Bheru singh

User Group - 2

S.no- User name Father name

1 Govind singh Mal singh

2 Madhaw singh Guman singh

3 AAshu singh Sagat singh

4 Hira ram Bhanu ram

5 Padma ram Palsi ram

6 Kamal singh Sagat singh

IWMP-15 13

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 poor 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 exposed and area those are

devoid of Vegetation. 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, 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 linkagesIt 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 different trades prefer to migrate into nearby towns to have better earnings.

IWMP-15 14

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. 700 ha land is arable wasteland and 60 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 be

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, Medicinal plants, Agro forestry, fodder crops and

diversification in Livelihoods (Agriculture, Animal husbandry, self employment)

24088 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. It can be pooled up

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

elimination of social evils, education and health etc.

IWMP-15 15

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 expected

outcomes.

IWMP-15 16

CHAPTER – II

Socio economic Features, Problems and Scope

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

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

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

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

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

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

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

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

migrate. Most of the migration is of different trade 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.

IWMP-15 17

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST

1749 1465 3214 788 291

Household Details

BPL

household

L.

Less

Large

Farmer

Small

Farmer M.

Farmer

Total

Household

SC

household

ST

household

121 44 69 152 132 518 30 13

Table 2.2 Development indicators

S.

No. Development Indicators State

Project

Area

1 Per capita income (Rs.) 27,000 11000

2 Poverty ratio 0.22 0.19

3 Literacy (%) 67 57

4 Sex Ratio 933 837

5 infant mortality rate 6.3% 6.9%

6 maternal mortality ratio 0.38% 0.8%

IWMP-15 18

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 8150 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 Adbala 6000 630 195 175 5000

2 Kotri 2150 90 30 30 2000

Total 8150 720 225 205 7000

Table 2.3(B) Land Use

Land Use Total area in Ha.

Private Panchayat Government Community Total

Agriculture Land 4650 0 700 0 5350

Temporary fallow 60 0 0 0 60

Permanent fallow 0 0 0 0 0

Cultivated Rain fed 4650 0 700 0 5350

Cultivated irrigated 0 0 0 0 0

Net Sown Area 3200 0 430 0 3630

Net Area sown more

than once 65

0 0

0 65

Forest Land 0 0 385 0 385

Waste Land 0 0 1135 0 1135

Pastures 0 0 420 0 420

Others 0 170 630 0 800

Total 4710 170 3270 0 8150

IWMP-15 19

The project area has 700 ha of cultivable wasteland 60 ha of fallow land (total

760 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.

The area of 1135 ha (16.21 % 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. The abundance of different

category lands of Government ownership offer the possibility of Pasture

development.The land use table shows that there is 420 hectare pasture land (6%)

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.

IWMP-15 20

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)

Producti

on (Ton)

Product

ivity

(kg/ha)

Variet

y

Area

(ha)

Produc

tion

(Ton)

Produc

tivity

(kg/ha

)

Area

(ha)

Produc

tion

(Ton)

1 Khari

f Bajra

HHB

67 2178

773.19 355 0 0 0 0 2178

773.1

9

Moong

K

851 907

551.45

6 608 0 0 0 0 907

551.4

56

Gaur

RBC

936 545

277.95 510 0 0 0 0 545

277.9

5

2 Rabi Mustur

ed 0 0 0 0 0 60 29.76 496 60 29.76

Zeera 0 0 0 0 0 5 1.10 383 5 1.10

Total 0 3630 1602.6

1473 65 30.86 879 3265

1633.

456

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

Area under Single crop 3200

Area under Double crop 65

Area under Multiple crop 0

IWMP-15 21

cropping, mixed cropping etc. to enhance the out come. The crop rotation for this

area under practice is as follows:

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

The table 2.4.b shows that only 65 ha is (0.92%) is double cropped area and

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

conservation practices and some tube wells. 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.

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

355

510

608

496

IWMP-15 22

Availability of water for cultivation (0.01% is irrigated )

The productivity gap and reasons of it indicates potential to increase the

productivity through crop demonstration .Crop demonstrations would be carried out

on improved crops/ varieties, improved agronomic practices. INM, IPM, Mixed

cropping, distribution of fodder seed mini kit. Demonstration of improved methods

and economics of fodder crops cultivation and also distribution of 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

Tota

l

Hous

e

hold

s

Land holding (ha)

irrigation source

wise

Land holding

(ha)Social group wise

Irrig

ated

(sour

ce)

Rainf

ed

Tota

l Gen. SC ST OBC BPL

(i) Large farmer 69 0 3210 3210 2300

32

0

13

0 460 0

(ii) Small

farmer 152 0 1070 1070 535 50 12 427 46

(iii) Marginal

farmer 132 0 800 800 330

11

5 18 215 122

(iv) Landless

person 44 0 0 0 0 0 0 0 0

(V) No. of BPL

households 121 0 270 270 120 37 9 104 0

Total 518 0 5350 5350

3285 522 169

120

6 168

34.9% land holdings belong to small and marginal farmers who own 1870 ha

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

and marginal farmers as well as for large farmers with some irrigation facility.

IWMP-15 23

Horticulture/vegetables will be promoted in a part of land with farm pond/Tanka

construction also.

The following activities will be more beneficial for small land holdings and for

diversification of agricultural practices.

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,

people of the project will be encouraged to adopt suitable species of forestry plants

for plantation over the private field boundaries.

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

IWMP-15 24

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. Medicinal plants and horticulture plants will be

provided to grow at available water source or the water harvesting structures being

constructed under project or in other schemes of line Departments.

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,

Medicinal plants 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.

IWMP-15 25

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 2820 3.5 ltr. per

day 2820 7205100 7205.1

Hybrid 163 5 Ltr. Per day 163 416465 416.465

2 Buffaloes 39 6 ltr. per day 39 99645 99.645

3 Goat 9953 1 ltr. per day 4976 12713680 12713.68

4 Sheep 21523 1 to 1½ Kg per

no. 10761

27494355 27494.35

5 Camel 289 - 289 738395 738.395

6 Poultry 0 750 Grm per

bird 0 0 0

7 Piggery 0 - 0 0 0

Total 34787 - 48667640 48667.64

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.

IWMP-15 26

Table 2.8 Existing area under fodder (ha)

S.

No Item Unit Area/Quantity

1 Existing Cultivable area

under Fodder Ha 5350

2 Production of Green fodder Tonns/year 35

3 Production of Dry fodder Tonns/ Year 18725

4 Area under Pastures Ha 1050

5 Production of fodder Tonns/year 5820

6 Existing area under Fuel

wood Ha 385

7 Supplementary feed Kgs/ day 0.50

8 Silage Pits No 0

9 Availability of fodder Ton 24580

10 Deficiency/excess of fodder Ton 24087.64

The above table shows there is fodder deficiency (Requirement is 48667.64 and

availability 24580 Ton.)

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 34.90 % land holdings belong to small and marginal

farmers. The cultivation of 76.42% 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

S.No Implements Nos.

1 Tractor 62

2 Sprayers-manual/ power 32

3 Cultivators/Harrows 63

4 Seed drill 0

5 Any Other 56

IWMP-15 27

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 Adbaala 165 21945

Gravel Road,

Tradditational

water bodies,

forest/pasture

enclosures etc.

2 Geraaja 76 10108

3 Sobh 192 25536

4 Haapa 48 6384

5 Adroi 37 4921

6 Asloi 80 10640

7 Kotri 177 23541

8 Sodha 99 13167

Table 2.11 Migration Details

Name of

village

No. of

persons

migrat

ing

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)

Adbaala 22 180

Employment

& Business 150-2000

Employment

& Business

0.30

0.30

0.30

0.30

0.30

0.30

0.30

0.30

Geraaja 16 180

Sobh 15 180

Haapa 26 175

Adroi 22 165

Asloi 26 172

Kotri 16 175

Sodha 22 177

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 hyeigenic proof milk collection unit and milk storage unit (chilling Plant) is

IWMP-15 28

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 353 0.53 lac

Dairying 121 0.72 lac

Poultry - -

Piggery - -

Landless Agri.

Labourers

44 0.30 lac

Table 2.12(b) Major activities (Off Farm)

Name of activity

Households/individuals Average annual income from

the

Artisans - -

Carpenter 72 3.12

Lac Blacksmith 8 1.5

Leather Craft - -

Porter 90 1.0

0 Mason 65 2.6

5 Others specify (Cycle Repair ,STD,Craft etc)

- -

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 specialy 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.

IWMP-15 29

Table 2.13(a) Status of Existing SHG

S.No Name

of

SHG

Members Activity

involved

Monthly

income

Fund

avai.

Assistance

available

Source of

assistance

Training

receive

1 SHG

group

1

10 social

activities

like

saving,edu.,

etc.

1,000 - Bank Loan Z.P.Jaisalmer Yes

2 SHG

group

2

10 social

activities

like saving


3 SHG

group

3

10 social

activities

like saving


4 SHG

group

4

10 social

activities

like saving


5 SHG

group

5

10 social

activities

like saving


6 SHG

group

6

10 social

activities

like saving


7 SHG

group

7

10 social

activities

like saving


8 SHG

group

8

10 social

activities

like saving


9 SHG

group

9

10 social

activities

like saving


The table indicates existences of number of groups in the area also need to be

strengthened through trainings and financial assistance

II. Technical Features

Table 2.14 Ground Water

S.No Source No.

Funct

ional

depth(m)

Dry

Area

irrigat

ed

Water

availability(

days)

1 Dug wells 0 0 0 0 0

2 Shallow

tube wells 0 0 0 0 0

3 Pumping

sets 0 0 0 0 0

4 Deep Tube

Wells 22 145 0 65 365 days

Total 22 0 65

IWMP-15 30

Table 2.15 Availability of drinking water

S.

No

Name of

the

village

Drinking

water

requirem

ent

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 Adbaala 5274 5020 3 3

2 Geraaja 1980 1819 3 3

3 Sobh 6471 6330 2 2

4 Haapa 1818 1710 2 2

5 Adroi 1485 1316 2 2

6 Asloi 3186 2920 3 3

7 Kotri 5571 5320 3 3

8 Sodha 3141 2955 2 2

Total 28926 27390 20 20

Table 2.16 Water Use efficiency

Name of major

crop

Area (Hectare)

through water

saving

devices(Drip/

Sprinklers)

through

water

conserving

agronomic

practices#

Any other

(pl.

specify)

Total

Mustard 60 0 --- ---

Zeera 5 0

Guar 0 545

Moong 0 907

Bajra 0 2178

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% 5950

2 3 to 8% 1050

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 1% to be treated by constructing

earthen bunds, contour/ field bunding fortified with vegetative hedges of perennial

grasses and locally suited agro forestry plants.

IWMP-15 31

Table 2.18 Soil details

S.

No. Major Soil Classes

Area in

hectares

A Soil Depth

1 Sandy Loam 7000

2 Loam ---

B Soil Depth :

1 0.00 to 7.50 7000

2 7.50 to 45.00 ---

3 > 45.00 ---

C Soil fertility Status

Kg/ha Recomm.

N 50-70 80-90

P 20-30 40-50

K 10-15 20-30

Micronutrients 10-500

ppm 100-500

The analysis of table shows the need to improve and maintain soil fertility. Soil

health card to every farmer every crop season will be provided, which will include the

recommendation for Application of micro nutrient and fertilizers as per the crops those

would be taken on the field.

Table 2.19 Erosion details

Cause Type of erosion

Area

affected

(ha)

Run

off(mm/

year)

Average soil

loss (Tonnes/

ha/ year)

Water erosion

a Sheet 3600

b Rill 1650

c Gully 0

Sub-Total 5250

Wind erosion 1750

Total for project 7000 18 - 20

The need is:

To check land degradation

To reduce excessive biotic pressure by containing the number and controlling

population of livestock

IWMP-15 32

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

conservation measures

To discourage cultivation along susceptible nallah beds

To check Faulty agriculture techniques

To check Uncontrolled grazing and developed cattle tracks

To check Deforestation of steep slopes

To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and

to recharge ground Water. Structures life Earthen check dams, Earthen embankment

(Nadi) and Khadins would be taken up.

---------------------------------------*****-----------------------------------

IWMP-15 33

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 Adbala 3.12.12

2 Kotri 27.11.12

Details of Entry Point Activities under taken:

S. N.

Names of village

Amount earmarked for EPA

Entry Point Activities planned

Estimated cost

Expenditure incurred

Balance

Expected outcome

Actual outcome

1 Adbaala 6.00 12 6.00 3.75 2.25

Ensured drinking

water facility and

lighting for

community

Ensured drinking

water facility and

lighting for

community

2 Geraaja 6.00 12 6.00 3.75 2.25

3 Sobh 6.00 12 6.00 3.75 2.25

4 Haapa 6.00 12 6.00 3.75 2.25

5 Adroi 6.00 12 6.00 3.75 2.25

6 Asloi 3.00 6 3.00 1.75 1.25

7 Kotri 3.00 6 3.00 1.75 1.25

8 Sodha 6.00 12 6.00 3.75 2.25

IWMP-15 34

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 Adbaala 7.11.2011

2 Geraaja 6.11.2011

3 Sobh 9.11.2011

4 Haapa 8.11.2011

5 Adroi 5.11.2011

6 Asloi 11.11.2011

7 Kotri 4.11.2011

8 Sodha 3.11.2011

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

IWMP-15 35

information to fulfil the project obejectives. An amount of Rs. 52.50 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. 1050.00 Lacs.

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

94.50 Lacs.

(a) Seed money for SHGs as revolving fund, Rs. 56.70 Lacs.

- No. of SHG to be formed 230 Nos.

- No of persons (members) in SHGs 1610 Nos.

(b) Seed money for enterprising individuals, Rs. 9.45 Lacs

- No of persons identified as enterprising individuals 38 Nos.

IWMP-15 36

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. 28.35 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. 1050.00 Lacs.

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

of total project cost, Rs.105.00 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

IWMP-15 37

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 14.15 lacs out of

above total provision of Rs 105.00 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)

IWMP-15 38

-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% 75.00 75.00 0.00 0.00 30.00 30.00 0.00 0.00 0 105.00 105.00 0.00 0.00

Monitoring 1% 7.50 7.50 0.00 0.00 3.00 3.00 0.00 0.00 0 10.50 10.50 0.00 0.00

Evaluation 1% 7.50 7.50 0.00 0.00 3.00 3.00 0.00 0.00 0 10.50 10.50 0.00 0.00

EPA 4% 30.00 30.00 0.00 0.00 12.00 12.00 0.00 0.00 0 42.00 42.00 0.00 0.00

I&CB 5% 37.50 37.50 0.00 0.00 15.00 15.00 0.00 0.00 0 52.50 52.50 0.00 0.00

DPR 1% 7.50 7.50 0.00 0.00 3.00 3.00 0.00 0.00 0 10.50 10.50 0.00 0.00

Total (A) 22% 165.00 165.00 0.00 0.00 66.00 66.00 0.00 0.00 0.00 231.00 231.00 0.00 0.00

(B) Natural resource management (56%) 420.00 168.00 588.00Conservation measures for arable land (private land)

Field Bunding ha 0.093 860 79.98 68.00 11.98 5.10 365 33.95 31.40 2.55 2.36 1225 113.93 99.40 14.53 7.46

Earthen Structure 1 No. 1.2 25 30.00 30.00 0.00 2.25 12 14.40 14.40 0.00 1.08 37 44.40 44.40 0.00 3.33

Earthen Structure 2 No. 1.75 15 26.25 26.25 0.00 1.97 10 17.50 17.50 0.00 1.31 25 43.75 43.75 0.00 3.28

Earthen Structure 3 No. 2 12 24.00 24.00 0.00 1.80 4 8.00 8.00 0.00 0.60 16 32.00 32.00 0.00 2.40

Tanka 1 No. 0.62 50 31.00 31.00 0.00 2.33 25 15.50 15.50 0.00 1.16 75 46.50 46.50 0.00 3.49

Tanka 2 No. 0.7 70 49.00 49.00 0.00 3.68 25 17.50 17.50 0.00 1.31 95 66.50 66.50 0.00 4.99

Khadin No. Site wise 10 45.46 45.46 0.00 3.41 2 16.81 16.81 0.00 1.26 12 62.27 62.27 0.00 4.67

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 275.5 5.29 5.29 0.00 0.00 88 1.69 1.69 0.00 0.00 364 6.98 6.98 0.00 0.00

Water Harvesting Structure No. 3 5 15.00 15.00 0.00 0.00 3 9.00 9.00 0.00 0.00 8 24.00 24.00 0.00 0.00

Afforestation ha 1.6 70 112.00 112.00 0.00 0.00 20 32.00 32.00 0.00 0.00 90 144.00 144.00 0.00 0.00

Tanka 3 No. 1.4 10 14.00 14.00 0.00 0.00 3 4.20 4.20 0.00 0.32 13 18.20 18.20 0.00 0.32

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) 431.98 420.00 11.98 20.53 170.54 168.00 2.55 9.40 602.52 588.00 14.53 29.93

Production measures for arable land 75.00 30.00 105.00Arid Horticulture ha 1.2 10 12.00 10.00 2.00 1.50 5 6.00 5.00 1.00 0.75 15 18.00 15.00 3.00 2.25

Sprinklers & Drip irrigation ha 0.8 15 12.00 10.00 2.00 1.50 5 4.00 2.07 1.93 0.31 20 16.00 12.07 3.93 1.81

Vegetables No. 0.005 1500 7.50 7.50 0.00 1.13 1000 5.00 5.00 0.00 0.75 2500 12.50 12.50 0.00 1.88

Medicinal plants No. 0.005 50 0.25 0.25 0.00 0.04 26 0.13 0.13 0.00 0.02 76 0.38 0.38 0.00 0.06

Vermi compost No. 0.1 50 5.00 5.00 0.00 0.75 15 1.50 1.50 0.00 0.23 65 6.50 6.50 0.00 0.98

Crop Demonstration No. 0.015 2000 30.00 30.00 0.00 4.50 1050 15.75 10.00 5.75 1.50 3050 45.75 40.00 5.75 6.00

Micro Enterprise

Dairy No. 4.00 4.00 1.50 1.50 0.00 1.60 0 5.50 5.50 0.00 1.60

Poultry No. 0.60 0.60 0.30 0.30 0 0.90 0.90 0.00 0.00

Animal camp/Breed improovement No. 5.25 5.25 2.50 2.50 0.00 0.16 0 7.75 7.75 0.00 0.16

Local Artisans/craft No. 1.20 1.20 1.00 1.00 0.00 0.40 0 2.20 2.20 0.00 0.40

Food Processing No. 1.20 1.20 1.00 1.00 0.00 0.20 0 2.20 2.20 0.00 0.20

Total (C) 79.00 75.00 4.00 9.41 38.68 30.00 8.68 5.92 117.68 105.00 12.68 15.33

(D) Livelihood Activities (9%) 67.50 67.50 27.00 27.00 0.00 0.00 0 94.50 94.50 0.00 0.00

Total (D) 67.50 67.50 0.00 0.00 27.00 27.00 0.00 0.00 94.50 94.50 0.00 0.00

(E) Consolidation 22.50 22.50 9.00 9.00 0 31.50 31.50 0.00 0.00

Total (E) 22.50 22.50 0.00 0.00 0.00 9.00 9.00 0.00 0.00 0.00 31.50 31.50 0.00 0.00

Grand Total 765.98 750.00 15.98 29.94 311.22 300.00 11.23 15.31 1077.20 1050.00 27.21 45.25

GP : Kotri Total

(A) Preparatory phase activities capacity building training & EPA

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

Activity UnitUnit

Cost

GP : Adbala

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 0 105.00 105.00 0.00 0.00Monitoring 1% 0 0 10.50 10.50 0.00 0.00Evaluation 1% 0 0 10.50 10.50 0.00 0.00EPA 4% 0 0 42.00 42.00 0.00 0.00I&CB 5% 0 0 52.50 52.50 0.00 0.00DPR 1% 0 0 10.50 10.50 0.00 0.00

Total (A) 231.00 231.00 0.00 0.00

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

Field Bunding ha 1225 0.093 113.93 99.40 14.53 7.46

Earthen Structure 1 No. 37 1.2 44.40 44.40 0.00 3.33

Earthen Structure 2 No. 25 1.75 43.75 43.75 0.00 3.28

Earthen Structure 3 No. 16 2 32.00 32.00 0.00 2.40Tanka 1 No. 75 0.62 46.50 46.50 0.00 3.49Tanka 2 No. 95 0.7 66.50 66.50 0.00 4.99Khadin No. 12 Site wise 62.27 62.27 0.00 4.67Conservation measures for non arable land

Pasture Development ha 0 0 0.00 0.00 0.00 0.00V-ditch ha 364 0.0192 6.98 6.98 0.00 0.00

Water Harvesting

StructureNo. 8 3 24.00 24.00 0.00 0.00

Afforestation ha 90 1.6 144.00 144.00 0.00 0.00Tanka 3 No. 13 1.4 18.20 18.20 0.00 0.32Draunage line treatment

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

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

Ground water structure No. 0 0 0.00 0.00 0.00 0.00Total (B) 602.52 588.00 14.53 29.93

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

Arid Horticulture ha 15 1.2 18.00 15.00 3.00 2.25

Sprinklers & Drip irrigation ha 20 0.8 16.00 12.07 3.93 1.81

Vegetables No. 2500 0.005 12.50 12.50 0.00 1.88

Medicinal plants No. 76 0.005 0.38 0.38 0.00 0.06

Vermi compost No. 65 0.1 6.50 6.50 0.00 0.98

Crop Demonstration No. 3050 0.015 45.75 40.00 5.75 6.00Micro Enterprise

Dairy No. 0 0 5.50 5.50 0.00 1.60Poultry No. 0 0 0.90 0.90 0.00 0.00Animal camp/Breed improovementNo. 0 0 7.75 7.75 0.00 0.16Local Artisans/craft No. 0 0 2.20 2.20 0.00 0.40Food Processing No. 0 0 2.20 2.20 0.00 0.20

Total (C) 117.68 105 12.68 15.3275

D.Livelihood Activities (9%) 0 0 94.50 94.50 0.00 0.00

Total (D) 94.50 94.50 0.00 0.00

(E) Consolidation 31.50 31.50 0.00 0.00

Total (E) 0 0 31.50 31.50 0.00 0.00Grand Total 1077.20 1050.00 27.21 45.25

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% 105.00 31.50 21.00 10.50 10.50 10.50 10.50 10.50 0 105.000

Monitoring 0 0 1% 10.50 0.00 0.00 2.10 2.10 2.10 2.10 2.10 0 10.500

Evaluation 0 0 1% 10.50 0.00 0.00 0.00 2.10 0.00 3.15 5.25 0 10.500

EPA 0 0 4% 42.00 12.60 29.40 0.00 0.00 0.00 0.00 0.00 0 42.000

I & CB 0 0 5% 52.50 10.50 10.50 10.50 5.25 5.25 5.25 5.25 0 52.500

DPR 0 0 1% 10.50 3.15 4.20 0.00 0.00 3.15 0.00 0.00 0 10.500

Total (A) 231.00 57.750 65.100 23.100 19.950 21.000 21.000 23.10 0 231.000

Field Bunding ha 1225 0.093 99.40 180 19.88 470 34.79 270 19.88 270 19.88 35 4.97 1225 99.400

Earthen Structure 1 No. 37 1.2 44.40 8 8.88 13 15.54 7 8.88 7 8.88 1 2.22 37 44.400

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. 16 2 32.00 1 6.40 6 11.20 3 6.40 3 6.40 3 1.60 16 32.000

Tanka 1 No. 75 0.62 46.50 15 9.30 26 16.28 15 9.30 15 9.30 4 2.33 75 46.500

Tanka 2 No. 95 0.7 66.50 20 13.30 33 23.28 19 13.30 19 13.30 4 3.33 95 66.500

Khadin No. 12 Site wise 62.27 2 12.45 4 21.79 2 12.45 2 12.45 1 3.11 12 62.270

Conservation measures for non arable land

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

V-ditch ha 364 0.0192 6.98 80 1.40 127 2.44 73 1.40 73 1.40 11 0.35 364 6.979

Water Harvesting Structure No. 8 3 24.00 2 4.80 3 8.40 2 4.80 2 4.80 0 1.20 8 24.000

Afforestation ha 90 1.6 144.00 18 28.80 32 50.40 18 28.80 18 28.80 5 7.20 90 144.000

Tanka 3 No. 13 1.4 18.20 4 3.64 5 6.37 3 3.64 3 3.64 -1 0.91 13 18.200

Drainage line treatment 0 0.000

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

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

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

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

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

Total (B) 588.00 333 117.600 727 205.800 417 117.600 417 117.600 66 29.400 1960 587.999

Arid Horticulture ha 15 1.2 15.00 3 3.00 5 5.25 3 3.00 3 3.00 1 0.75 15 15.000

Sprinklers & Drip irrigation ha 20 0.8 12.07 4 2.41 7 4.22 4 2.41 4 2.41 1 0.60 20 12.070

Vegetables No. 2500 0.005 12.50 500 2.50 875 4.38 500 2.50 500 2.50 125 0.63 2500 12.500

Medicinal plants No. 76 0.005 0.38 15 0.08 27 0.13 15 0.08 15 0.08 4 0.02 76 0.380

Vermi compost No. 65 0.1 6.50 13 1.30 23 2.28 13 1.30 13 1.30 3 0.33 65 6.500

Crop Demonstration No. 3050 0.015 40.00 610 8.00 1068 14.00 610 8.00 610 8.00 153 2.00 3050 40.000

Micro Enterprise

Dairy No. 0 0 5.50 0 1.10 0 1.93 0 1.10 0 1.10 0 0.28 0 5.500

Poultry No. 0 0 0.90 0 0.18 0 0.32 0 0.18 0 0.18 0 0.05 0 0.900

Animal camp/Breed improovement No. 0 0 7.75 0 1.55 0 2.71 0 1.55 0 1.55 0 0.39 0 7.750

Local Artisans/craft No. 0 0 2.20 0 0.44 0 0.77 0 0.44 0 0.44 0 0.11 0 2.200

Food Processing No. 0 0 2.20 0 0.44 0 0.77 0 0.44 0 0.44 0 0.11 0 2.200

Total (C) 105.00 1145 21.000 2004 36.750 1145 21.000 1145 21.000 286 5.250 5726 105.000

D.Livelihood Activities (9%) 0 0 94.50 0 18.90 0 33.08 0 18.90 0 18.90 0 4.72 0 94.500

Total (D) 94.50 0 18.900 0 33.075 0 18.900 0 18.900 0 4.725 0 94.500

(E) Consolidation 0 0 31.50 0 0.00 0 0.00 0 0.00 0 6.30 0 25.20 0 31.500

Grand Total 1049.999 57.750 65.100 1478 180.600 2731 295.57 1562 178.50 1562 184.80 352 87.67 7686 1049.999

Yearwise % Targets 5.500 6.200 17.200 28.150 17.000 17.600 8.350 100.000

Total Activity Unit Qty.

Unit

Cost

4th yearTotal

cost

1st year 2nd year 3rd year

ANNUAL ACTION PLAN-(THROUGH PROJECT FUND)

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

(A) Preparatory phase activities capacity building trainings & EPA

Production measures for arable land

(B) Natural resource management (56%)

Conservation measures for arable land(private land)

5th year 6th year 7th year

1 3 4 5 6S.

No.

Unit of

measurement

Pre-project

Status

Expected Post-

project Status Remarks

1 Meters 145.00 144.50

2 No. 0 8

3 TDS 2,500 2,450

4 KLPD 27.39 28.80

5 Ha 65.00 75.00

6 Description 0.00 0.00

7

Ha 3,200.00 3,650.00

Ha 65.00 75.00

Ha 0.00 0.00

8 Ha 4,650.00 4,650.00

9

q/ha 3.55 4.10

q/ha 0.00 0.00

q/ha 0.00 0.00

q/ha 4.96 5.13

10

ton 773.19 995.48

ton 0.00 0.00

ton 0.00 0.00

ton 29.76 35.91

11 Ha 385.00 475.00

12 Ha 0.00 15.00

13 Ha 385.00 475.00

14 Ha 5,350.00 5,500.00

15 Q 2,458,000.00 3,504,000.00

16 Litres/day 320.00 1,210.00

17 No. 3 110

18 No. 13 34

19 Rs.in lac 0.11 0.20

20 No. 145 90

21 No. 0.00 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 SAM

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

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


Detailed & Abstract of Estimate for Silvi-Pasture Model

S.

No.Item

Item

Ref.Unit


IWMP Estimate 1 8


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 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


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

S.

No.Item

Item

Ref.Unit


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

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

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

3

4


Detailed & Abstract of Estimate for Water Tank

S.

No.Item

Item

Ref.Unit


5

7

1x∏x3.125x0.38x3.5

1x∏x2.75x3.5

1x∏x3.5x0.60

∏/4x3.5x3.5

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)

IWMP Estimate 1 12


S.

No.Item

Item

Ref.Unit


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

Say Rs. 0.62 lac

JEn

IWMP …….

AEn

& PIA IWMP ……….

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






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

sand : 8 graded stone aggregate 40 mm

nominal size).

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

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



S.

No.Item

Item

Ref.

3


1x(∏/4x3.2x3.2x0.30)

0.5x(2.0x3.2x2.5)

0.5x(∏/4x3.2x3.2x2.5)

Unit

5

1

0.5x(∏/4x3.2x3.2x2.5)

4

2

1x(2.0x3.2x0.30)

1x(∏/4x2.45x2.45)

1x(2.0x2.45)

1x(∏/4x3.2x3.2)

0.5x(2.0x3.2x2.5)

1x(2.00x3.2)

IWMP Estimate 1 14


S.

No.Item

Item

Ref.

Details of MeasurementUnit



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

5

1x∏x2.825x0.35x2.60

2x2.0x0.35x2.60

AEn


1x(∏/4x3.2x3.2)

1x(2.0x3.2)

2x3.2x0.30

1x∏x3.2x0.60

2x2.0x0.60

Say Rs. 0.70 lac

JEn

IWMP …….

7

1x∏x2.45x2.60

2x2.0x2.60

IWMP Estimate 1 15

Village: …………………………………….

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





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









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




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






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



S.

No.Item

Item

Ref.Unit


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)

4 1x(∏/4x3.5x3.5)

1x(∏/4x4.25x4.25)

5

1x∏x3.875x0.38x3.5

1x(∏x15.25x0.45x0.30)

1x(∏x15.25x0.30x1.00)

1x(∏x15.25x0.30)

IWMP Estimate 1 16


S.

No.Item

Item

Ref.Unit




1:4 complete

36 Sqm 14.18 933.00 13229.07


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


Display boards etc.

LS No. 1 1.00 2000.00 2000.00

Total 136180.10


Grand Total 140266

∏/4x4.25x4.25

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)

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






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

sand : 8 graded stone aggregate 40 mm

nominal size).

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


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



Inlets 2 2.4 0.3 3.25 4.68

Cum 23.30 1625.00 37862.50



S.

No.Item

Item

Ref.Unit


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)

3

1x(∏/4x3.5x3.5x0.30)

1x(2.75x3.5x0.30)

4

1x(∏/4x2.75x2.75)

1x(2.75x2.75)

1x(∏/4x3.5x3.5)

1x(2.75x3.5)

5

1x∏x3.125x0.38x3.20

2x2.75x0.38x3.20

IWMP Estimate 1 18


S.

No.Item

Item

Ref.Unit


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

1x(∏/4x3.2x3.2)

Say Rs. 0.94 lac

JEn

IWMP …….

AEn


1x(2.75x3.2)

8

1x∏x2.75x3.20

2x2.75x3.20

1x∏x3.50x0.60

2x2.75x0.60

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

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

h= Contour interval, m

Volume V= 3.98 ha-m

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

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

.= 1.74

or say 2.00 Mtr

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

12. Time of Concentration 45.62 minute

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

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

Khadin 1 2

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 3

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 4

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 5


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


Detailed & Abstract of Estimate for Khadin

S.

No.Item

Item

Ref.

Waste Weir

Village: ……………………Khasra No.: ……………….

UnitDetails of Measurement

1

2

Earthen Bund

As per Earth

work Calculation chart

Khadin 1 6


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 7

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




Khasra No.: ……………………………

Khadin 2 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

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 …….

Khadin 2 4

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





124

Cum 0.75 232.5 1 0.2 34.88 910.00 31736.25








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











broken

11(c)a



Apron 1 40 2.1 0.3 25.20

As per Earth work

Calculation chart

Waste Weir

Khasra No.: …………………………..

1

2

Earthen Bund




S.

No.Item

Item

Ref.

Khadin 2 5

No. L B H Qty. Rate AmountUnit

Details of MeasurementS.

No.Item

Item

Ref.

Toe wall/ Cut off wall 1 40 0.75 0.3 9.00Cum 52.31 1723.00 90124.10



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








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

2

4

Say Rs. 7.90 lac

Khadin 2 6

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)]




Khasra No.: ………………………………..

Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khadin 3 1


Volume V= 5.15 ha-m



.= 1.90

or say 2.00 Mtr






Hydraulic Design




Structural Design












9. Length of Sidewall 1.69 Say 2






Khadin 3 2


16. Height of Sidewall Extention 0.90 Say 1.3





JEn

IWMP ……..

AEn

& PIA IWMP ……..

Khadin 3 3

Village: …………………………………….

1.5

2

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg. Cross

SectionQty.

1 30 204.00 204.00 0.00 2.00 2.00 0.00

2 30 203.50 204.00 0.50 3.75 2.00 1.44 0.72 21.56

3 30 203.25 204.00 0.75 4.63 2.00 2.48 1.96 58.83

4 30 203.10 204.00 0.90 5.15 2.00 3.22 2.85 85.53

5 30 203.00 204.00 1.00 5.50 2.00 3.75 3.48 104.51

6 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05

7 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16

8 30 202.90 204.00 1.10 5.85 2.00 4.32 4.94 148.13

9 30 203.00 204.00 1.00 5.50 2.00 3.75 4.03 121.01

10 30 203.50 204.00 0.50 3.75 2.00 1.44 2.59 77.81

11 30 203.10 204.00 0.90 5.15 2.00 3.22 2.33 69.83

12 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06

13 30 203.20 204.00 0.80 4.80 2.00 2.72 2.72 81.60

14 30 203.00 204.00 1.00 5.50 2.00 3.75 3.24 97.05

15 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05

16 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16

17 30 203.00 204.00 1.00 5.50 2.00 3.75 4.65 139.61

18 30 203.30 204.00 0.70 4.45 2.00 2.26 3.00 90.11

19 30 203.40 204.00 0.60 4.10 2.00 1.83 2.04 61.31

20 30 202.90 204.00 1.10 5.85 2.00 4.32 3.07 92.21

21 30 202.80 204.00 1.20 6.20 2.00 4.92 4.62 138.56




Khasra No.: …………………………………

Khadin 3 4

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg. Cross

SectionQty.

22 30 202.50 204.00 1.50 7.25 2.00 6.94 5.93 177.86

23 30 202.60 204.00 1.40 6.90 2.00 6.23 6.58 197.51

24 30 202.40 204.00 1.60 7.60 2.00 7.68 6.96 208.65

25 30 202.30 204.00 1.70 7.95 2.00 8.46 8.07 242.06

26 30 202.00 204.00 2.00 9.00 2.00 11.00 9.73 291.86

27 30 202.90 204.00 1.10 5.85 2.00 4.32 7.66 229.76

28 30 202.70 204.00 1.30 6.55 2.00 5.56 4.94 148.13

29 30 202.60 204.00 1.40 6.90 2.00 6.23 5.89 176.81

30 30 203.00 204.00 1.00 5.50 2.00 3.75 4.99 149.70

31 30 202.90 204.00 1.10 5.85 2.00 4.32 4.03 121.01

32 30 203.10 204.00 0.90 5.15 2.00 3.22 3.77 113.03

33 30 203.05 204.00 0.95 5.32 2.00 3.48 3.35 100.45

34 30 203.00 204.00 1.00 5.50 2.00 3.75 3.61 108.44

35 30 203.10 204.00 0.90 5.15 2.00 3.22 3.48 104.51

36 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06

37 30 203.35 204.00 0.65 4.28 2.00 2.04 2.38 71.39

38 30 203.20 204.00 0.80 4.80 2.00 2.72 2.38 71.39

39 30 203.10 204.00 0.90 5.15 2.00 3.22 2.97 89.06

40 30 203.50 204.00 0.50 3.75 2.00 1.44 2.33 69.83

41 30 203.40 204.00 0.60 4.10 2.00 1.83 1.63 49.01

42 30 204.00 204.00 0.00 2.00 2.00 0.00 0.91 27.45

Total 1260 31.00 227.325 4888.14

JEn

IWMP ………..

AEn

& PIA IWMP ………….

Khadin 3 5

Village: …………………………….









hard soil

119(b)

Cum 4888.14 84.00 410604.08


lines

114

Mtr 5 1210 6050.00 1.00 6050.00



LS

Kg 10 1 10.00 80.00 800.00





complete

85

Sqm 1 1260 2.07 0.08 208.64 279.00 58210.90





124

Cum 0.75 315 2.56734 0.2 121.31 910.00 110389.09








2(b)


Side Wall 2 2 0.9 0.75 2.70Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35

Apron 1 50 2 0.45 45.00Toe wall/ Cut off wall 1 50 0.75 0.5 18.75

Cum 111.82 81.00 9057.07

1

As per Earth work Calculation

chart

Waste Weir

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


S.

No.Item

Khasra No.: ……………………….


Earthen Bund

Item

Ref.Unit

Khadin 3 6


S.

No.Item

Details of MeasurementItem

Ref.Unit











broken

11(c)a


Side Wall 2 2 0.9 0.3 1.08Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81

Apron 1 50 2 0.3 30.00Toe wall/ Cut off wall 1 50 0.75 0.3 11.25

Cum 60.75 1723.00 104665.79



jhiri, curing etc

24(b)

Apron 1 50 2 0.15 15.00

Cum 15.00 1301.00 19515.00






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






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

5

2

4

3

6

Khadin 3 7


S.

No.Item


Ref.Unit


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 0.384 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

8

AEn

& PIA IWMP ………….

Say Rs. 8.75 lac

JEn

IWMP ……….

6

7

Khadin 3 8

Village: …………………………….

















170 103.57 230 77.675 138 52.685 92 39387.27



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





Volume V= 3.91 ha-m



.= 1.90

or say 2.00 Mtr





Khasra No.: …………………………

Design Khadin



Total

Monsoonal

Rainfall in

mm

Toatal

Yield

Cum

Khadin 4 1


Hydraulic Design




Structural Design
























JEn

IWMP …….

AEn

& PIA IWMP ………

Khadin 4 2

Village: …………………………………..

1.5

2

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 212.00 212.00 0.00 2.00 2.00 0.00

2 30 211.50 212.00 0.50 3.75 2.00 1.44 0.72 21.56

3 30 211.35 212.00 0.65 4.28 2.00 2.04 1.74 52.15

4 30 211.30 212.00 0.70 4.45 2.00 2.26 2.15 64.45

5 30 211.25 212.00 0.75 4.63 2.00 2.48 2.37 71.13

6 30 211.20 212.00 0.80 4.80 2.00 2.72 2.60 78.07

7 30 211.30 212.00 0.70 4.45 2.00 2.26 2.49 74.66

8 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72

9 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72

10 30 211.20 212.00 0.80 4.80 2.00 2.72 2.49 74.66

11 30 211.20 212.00 0.80 4.80 2.00 2.72 2.72 81.60

12 30 211.15 212.00 0.85 4.97 2.00 2.96 2.84 85.27

13 30 211.15 212.00 0.85 4.97 2.00 2.96 2.96 88.93

14 30 211.10 212.00 0.90 5.15 2.00 3.22 3.09 92.73

15 30 210.90 212.00 1.10 5.85 2.00 4.32 3.77 113.03

16 30 210.80 212.00 1.20 6.20 2.00 4.92 4.62 138.56

17 30 210.75 212.00 1.25 6.38 2.00 5.23 5.08 152.32

18 30 210.70 212.00 1.30 6.55 2.00 5.56 5.40 161.88

19 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73

20 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73

21 30 210.50 212.00 1.50 7.25 2.00 6.94 6.25 187.43

22 30 210.20 212.00 1.80 8.30 2.00 9.27 8.10 243.11

23 30 210.10 212.00 1.90 8.65 2.00 10.12 9.69 290.81

24 30 210.00 212.00 2.00 9.00 2.00 11.00 10.56 316.76

25 30 210.00 212.00 2.00 9.00 2.00 11.00 11.00 330.00

26 30 210.20 212.00 1.80 8.30 2.00 9.27 10.14 304.05

27 30 210.30 212.00 1.70 7.95 2.00 8.46 8.86 265.91

28 30 210.25 212.00 1.75 8.13 2.00 8.86 8.66 259.75

29 30 210.30 212.00 1.70 7.95 2.00 8.46 8.66 259.75

30 30 210.40 212.00 1.60 7.60 2.00 7.68 8.07 242.06

31 30 210.10 212.00 1.90 8.65 2.00 10.12 8.90 266.96

32 30 210.40 212.00 1.60 7.60 2.00 7.68 8.90 266.96




Khasra No.: ……………………………….

Khadin 4 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

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

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 1 307.5 3.35 0.2 205.77 910.00 187248.83


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 84.68 81.00 6859.28

Earthen Bund

Khasra No.: ………………………………….

As per Earth work

Calculation chart

Waste Weir


1



S.

No.Item

Item

Ref.

Khadin 4 5



No.Item

Item

Ref.










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









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

3

4

5

2

Khadin 4 6



No.Item

Item

Ref.


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

JEn

IWMP …….

AEn


7

8

6

Say Rs. 10.50 lac

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

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

1 30 210.50 210.50 0.00 2.00 2.00 0.00 0.00 0.00

2 30 209.90 210.50 0.60 4.10 2.00 1.83 0.91 27.45

3 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31

4 30 209.80 210.50 0.70 4.45 2.00 2.26 2.26 67.72

5 30 209.70 210.50 0.80 4.80 2.00 2.72 2.49 74.66

6 30 209.60 210.50 0.90 5.15 2.00 3.22 2.97 89.06

7 30 209.50 210.50 1.00 5.50 2.00 3.75 3.48 104.51

8 30 209.90 210.50 0.60 4.10 2.00 1.83 2.79 83.70

9 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31

10 30 209.75 210.50 0.75 4.63 2.00 2.48 2.37 71.13

11 30 209.50 210.50 1.00 5.50 2.00 3.75 3.12 93.52

12 30 209.50 210.50 1.00 5.50 2.00 3.75 3.75 112.50

13 30 209.20 210.50 1.30 6.55 2.00 5.56 4.65 139.61

14 30 209.10 210.50 1.40 6.90 2.00 6.23 5.89 176.81

15 30 209.00 210.50 1.50 7.25 2.00 6.94 6.58 197.51

16 30 208.90 210.50 1.60 7.60 2.00 7.68 7.31 219.26

17 30 208.80 210.50 1.70 7.95 2.00 8.46 8.07 242.06

18 30 208.70 210.50 1.80 8.30 2.00 9.27 8.86 265.91

19 30 208.50 210.50 2.00 9.00 2.00 11.00 10.14 304.05

20 30 208.60 210.50 1.90 8.65 2.00 10.12 10.56 316.76

21 30 208.50 210.50 2.00 9.00 2.00 11.00 10.56 316.76

22 30 208.80 210.50 1.70 7.95 2.00 8.46 9.73 291.86

23 30 208.75 210.50 1.75 8.13 2.00 8.86 8.66 259.75

24 30 208.80 210.50 1.70 7.95 2.00 8.46 8.66 259.75

25 30 209.00 210.50 1.50 7.25 2.00 6.94 7.70 230.92

26 30 209.20 210.50 1.30 6.55 2.00 5.56 6.25 187.43

27 30 209.25 210.50 1.25 6.38 2.00 5.23 5.40 161.88

28 30 209.30 210.50 1.20 6.20 2.00 4.92 5.08 152.32




Khasra No.: ………………………..

Khadin 5 3

Chainage

No.

Chain


Bottom

Width

Top

Width

Cross

Section

Avg.

Cross

Section

Qty.

29 30 209.40 210.50 1.10 5.85 2.00 4.32 4.62 138.56

30 30 209.50 210.50 1.00 5.50 2.00 3.75 4.03 121.01

31 30 209.60 210.50 0.90 5.15 2.00 3.22 3.48 104.51

32 30 209.65 210.50 0.85 4.97 2.00 2.96 3.09 92.73

33 30 209.90 210.50 0.60 4.10 2.00 1.83 2.40 71.92

34 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

35 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

36 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90

Total 1080 35.90 214.1 5262.97

JEn

IWMP

…………….

AEn

& PIA IWMP …………….

Khadin 5 4

Village: …………………………………………




3 Earth work for embankment in dry or wet

in layers of 15 cm, breaking of clods,

picking of grasses, pebbles etc. & dressing

in given profile including 1.5 mtr of lift &

50 mtr of lead, in hard soil

119(b)

Cum 5262.97 84.00 442089.90

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



LS

Kg 10 1 10.00 80.00 800.00

6 Spreading of quarry rubbish which have

40% of stone spals or kankar or Murrum

on bund surface including supply,

watering & ramming etc. complete

85

Sqm 1 1080 2.94 0.08 254.17 279.00 70913.90

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 1 270 3.65 0.2 197.04 910.00 179304.80


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 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



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


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

DETAILED PROJECT REPORT -...

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