GOVERMENT OF RAJASTHANwater.rajasthan.gov.in/content/dam/water/watershed... · 2019-12-25 · Watershed Project IWMP-V has been sanctioned in Sapotra, Block of Karauli District. The

DPR IWMP-V Sapotra 1

GOVERMENT OF RAJASTHAN

RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT

Watershed Development & Soil Conservation Department

Rajasthan, Jaipur

DETAILED PROJECT REPORT

NAME OF WATERSHED : IWMP-V

LOCAL NAME OF PROJECT : HADOTI

PANCHYAT SAMITI : SAPOTRA

MACRO : 4

MICRO : 5/1, 6/3, 8/1, 2, 9/1, 2, 3

TOTAL AREA : 5299 Hactare

FOREST AREA : 969 Hactare

NET AREA : 4330 Hactare

TOTAL AMOUNT : 519.60 Lacs

DISTRICT : KARAULI

PROJECT IMPLEMENTING AGENCY

ASSISTANT ENGINEER, PANCHAYAT SAMITI - SAPOTRA


TABLE OF CONTENTS TABLE OF CONTENTS

LIST OF TABLES

ANNEXURES

PRA MAPS

MAPS

INTRODUCTION:

1- CHAPTER

1.1 Location

1.2 General Features of watershed (cost and area details)

1.3 Sanction of IWMP Project

1.4 Climatic and Hydrological information

1.5 Other Development Schemes in the project area

1.6 Details of infrastructure in the project areas

1.7 Institutional arrangements (DWDU, PIA, WDT, WC)

1.8 Details of Bank Account

2- CHAPTER : Basic Data, Analysis and Scope

2.1 BASIC FEATURES

2.1.1 Present Land use

2.1.2 Live Stock Status

2.1.3 Existing Horticulture and Fodder Availability

2.1.4 Existing Fodder Availability and Requirement

2.1.5 Milk Production

2.1.6 Demography

2.1.7 MAGNREGA Status

2.1.8 Land Holding Details

2.2 TECHNICAL FEATURES

2.2.1 Collection of Revenue Record

2.2.2 Maps of the Area

2.2.3 Ground Water Detail

2.2.4 Slope Details of Area

2.2.5 Water use efficiency

2.2.6 Water Budgeting

2.2.7 Soil Profile and Soil Fertility Status


2.3 PROBLEMS, DEMAND AND SCOPE FOR DEVELOPMENT

2.3.1 Natural Resource Management

2.3.2 Agriculture and Horticulture Productivity

2.3.3 Live Stock-gap of Fodder Availability

2.3.4 Livelihood and Micro enterprises

3- CHAPTER Proposed Development Plan

3.1 PREPARATORY PHASE ACTIVITIES

3.1.1 Entry Point Activities

3.1.2 Capacity Building

3.1.3 PRA Exercise

3.2 NATURE RESOURCE MANAGEMENT (NRM)

3.2.1 Conservation measures for arable lands

3.2.2 Conservation measures for non arable lands

3.2.3 Drainage line treatment

3.3. PRODUCTION SYSTEM AND MICRO ENTERPRISES

3.3.1 Production measures for arable lands

3.3.2 Production measures for non arable lands

3.3.3 Livelihood activities particularly for asset less person

4- CHAPTER

4. Head Wise/Activity Wise Budget Allocation

Activity Wise Total Abstract of Cost through Project

5- CHAPTER

5.1 Annual Action Plan for Project

5.2 Convergence Plan

6- CHAPTER

6. Project Outcome


7- CHAPTER

7. Technical Designs and Estimates for proposed Activities

7.1. Design of Contour Bunds

Estimates :

Estimates of Different Entry Point Activities (Estimates 1 to 7)

Estimates of Different Activities in Arable & Non Arable (Estimates 8 to 31)

Model Estimates of Different Horticulture Plants

8. Enclosures

8.1 Maps

8.2 Tables

8.3 Annexure

8.4 Documents of Agreements

Proceedings of gram sabha for EPA approval

Proceedings of gram sabha Resolution for committee constitution

Documents released to PRA Exercise

Proceedings of gram sabha for DPR approval

Proceedings of Panchayat Samiti General body for DPR approval

Name of SHG


LIST OF TABLES

Table 1. Village Wise Land Use of Project Area

Table 2. Village Wise Details of Land Holding According to

Zambandi (As per Revenue Record)

Table 3. Village Wise Details of lrrigated, Unirrigated, Waste

Land, Pasture

Table 4. Demography Information of the Project Area

Table 5. Villagewise Land Holding Pattern in Project Area

Table 6. Village wise Agriculture Production of Different Crops

Grown in Kharif/Rabi seasons

Table-7 Village Wise Work Action Plan of MGNREGA Scheme

Table-8 MODEL ESTIMATE SHG LIVELIHOOD

(MASON, COLOURING, TALOURING, MASALA, CYCLE

REPAIRING, POTTERY ETC.)


ANNEXURES

ANNEXURES- I. Gram Panchayat Wise/Watershed Committee wise

Details of Watershed Committee

ANNEXURES- II. Gram Panchayat Wise Details of Various Groups

Constituted for Development of Activities

ANNEXURES- III. Gram Panchayat Wise/ Watershed Committee wise

Details of Various Self Help Groups


1. INTRODUCTION :

Water is the basic requirement for every living life. The importance of water

conservation in the country has been recognized since immemorial times. Over the

years, watershed approach has conventionally been applied for the purpose of arresting

rainwater runoff, its harvesting and in situ soil and moisture conservation in the

country. The objective has essentially been achieved through development of waste

and degraded lands under various Central and State Government Programes. The

Ministry of Rural Development is implementing special area development Programs

for the purpose of water harvesting in drought prone, desert and rain fed areas.The

Drought Prone Areas Programe and Desert Development programme were started in

1973-74 and 1977-78 respectively. The Integrated Wastelands Development

Programme was launched in 1989.On the basis of recommendation of the Hanumantha

Rao Committee (1994), in the year 2003, the Ministry Rural Development brought out

the Guideline for Hariyali by suitably modifying the earlier guidelines. This brought

the DDP, the DPAP and IWMP-V under a single umbrella. In the year 2000, the

Ministry of Agriculture revised its guidelines for its programme, the National

Development Project for Rainfed Areas (NWDPRA).

In order to assess the performance of various ongoing programes of watershed

development, series of evaluation studies were conducted Indian Council of

Agricultural Research, State Agriculture Universities, National Remote Sensing

Agency etc. After series of evaluation studies and impact assessment studies, in

coordination with the Planning Commission, in the year 2008, Common Guidelines for

Watershed Development Projects was formulated in order to have a unified perspective

by all Ministries. This Common Guideline is applicable to all Watershed Development

Projects in all Departments/Ministry of Government of India concerned with

Watershed Development Projects. These guidelines coupled with the flexibilities,

would provide an enabling framework for the planning, design, management and

implementation of all watershed development projects in the country. All the

watershed projects are being implemented in accordance with these Common

Guidelines with effect from 1.4.2008 for interpretation of the provision of these

guidelines, the National Rainfed Area Authority (NRRA), which has been set up in

November 2006, will be the final authority. The common Guidelines for watershed

development projects are based on equity and gender sensitivity; decentralization;

facilitating agencies; community participation; capacity building and technology

inputs; monitoring evaluation and learning and organizational restructuring.


CHAPTER –I

1.1 Location :

Watershed Project is located in Sapotra Block of Karauli district. The project

area is between the latitudes 26 10”E to 26 17”E & longitudes 76 35”N to 76 14”N. It

is at a distance of 40-70 Km. from its Block head quarter and 40-70 Kms from the

district head quarters. The Project area and other details are given below.

1.2 General features of watershed

S.No. Name of Project (as per GOI) IWMP-V Sapotra

(a) Name of Catchment Hadoti

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

(c) Project Area 5299 Hact

(d) Net treatable Area 4330

(e) Cost of Project 519.60

(f) Cost/hectare 12000

(g) Year of Sanction 2010-11

(h) Watershed Code

(i) No. of Gram Panchayats in Project

area

5

(j) No. of villages in project area 10

(k) Type of Project Desert/other

(l) Elevation (metres) 111.00M

(m) Major streams Kalisil

(n) Slope range (%) 3 to 7%


Macro/

Micro

Name of Gram

Panchayat

Name of Villages

Covered

Census code of

Villages

Area

5/1 Badoda Badoda 01243900 543 Hact.

Gordhanpura 01244000 136 Hact.

8/1 Ecat Ecat 01249300 403 Hact.

5/1 Pardonkapura 01249500 270 Hact.

6/3 Jodli Jodli 01246600 340 Hact.

9/1 Hadoti Hadoti 01249700 641 Hact.

9/2 Kiradi 01250000 371 Hact.

9/3 Gadhigaon 01258200 651 Hact.

8/2 Bagida Fatehpur 01249800 595Hact.

- Saimarda 01249900 380 Hact.

Total 4330 Hact

The watershed falls in Agro climatic Zone III-A The soil texture is Sandy Loam

and loam The average rainfall is 572mm. The temperatures in the area are in the range

between 28 C-48 C centigrade during summer and 8 C - 24 C centigrade during winter.

The major crops in the area are Wheat, Bajra, Gram, Mustered 31.50% land is under

cultivation 59.834% land fallow, 1.22% land is wasteland 1.917% land is irrigated through

4330.

2844 No of households are BPL (30.52% households) the landless households

(15.71% households) and 1677 household are small and marginal farmers (69.29%

household). Average land holding in the area is 256.30 ha. 15.45% area is single cropped

area and 78.53% is double cropped. The main source of irrigation is Tube Well & Bore

Wells The average annual rainfall (5 years) in the area is 502mm. The major streams in

the Watershed are Kalisil.


1.1 Sanction of IWMP project;

During the year 2010-11 under the centrally Sponsored Scheme Integrated

Watershed Management Programme (IWMP) for implementation in accordance with

the Common Guideline for Watershed Development Projects, 2008, the 4330 ha

Watershed Project IWMP-V has been sanctioned in Sapotra, Block of Karauli District.

The Administrative and Financial Sanction of the project has been issued by Rural

Development & Panchayati Raj Department, Commissionerate, Watershed

Development and Soil Conservation vide letter no. F-18(I-51)futHkwl@IWMP/2010-

11/2121-2460 Dated 14.9.2010.

The Sapotra Block is distributed in 55 Gram Panchayat. The proposed

watershed area is covered in 10 villages of 5 Gram Panchayats. The distance/vicinity

of the watershed area from Sapotra panchayat Samiti Headquarter is 40-70 Km. The

area includes the high hilly and hard rocks, in which rainwater flows in Nallas/Nadi.

The water level is regularly decreasing due to increasing well/tube wells. Due to

various significant problems, the area has been selected for integrated development.

As per the social survey and by interviewing the people of the area, shows that

in the area water table is decreasing, land degradation due to soil erosion, increase in

population, poor livestock productivity, fodder shortage and marketing opportunities.

Therefore the area has been selected for integrated development with focus on

integrated farming system for increasing productivity, livelihood and regular income in

a regular way. As various research conducted for rainfed areas shows that the efficient

water management through soil and water conservation measures is the key sustainable

development. The integrated watershed approach i.e. conserving natural resources of

water. Soil and vegetation has been accepted as major theme for development of

rainfed areas.

The introduction of NREGA in the area various water harvesting structures

specially Farm Ponds/Talai have been constructed. Looking to the plan of the NREGA

the few new water harvesting structures has been proposed. In some places only

spillways have been proposed. The main stress have been given on contour vegetative

bunds with proper outlets/ wasteweirs, pasture development, loose stone check dams,

small earthen dunds, staggered box trenches in pasture areas and table land protection

bunds. Also in watershed area diversion channels from higher areas towards farm

ponds/talai have been proposed, where water is spread and stagnated in the field.


1.4 Climatic and Hydrological information

The Agro climatic Zone of proposed watershed area is III A. The average annual

rainfall of the block is 465 mm. The Year Wise Annual Rainfall for the last 10 yr is as

follows :

Year wise annual rainfall in mm

2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

413 547 264 780 626 712 489 510 920 484 713 633

The average monthly rainfall of the block is as follows:

The maximum and minimum temperature of the block is as follows

1.5 Other Development Schemes in the project area

S.

No.

Scheme Name of the

department

Key interventions under

the scheme

Targeted

beneficiaries

Provisions

under the

scheme

1 NHM Agriculture Mini kits, Agro forestry,

Horticulture, Crop demo.

1677 1677

2 NREGA RD & PRD WHS/Anicuts, non-arable,

DLT

820 820

3 AI Animal

Husbandry

Animal Health Camps,

A.I., Vaccination, Fodder

Demonstration

2000 2000

4 ICDS ICDS SHG, Training, SHG Bank

loans etc.

300 300

The Mahatma Gandhi National Rural Employment Guarantee Act is the main

scheme which is being implemented in the project area.

S.No. Month ( 2010) Rainfall(mm)

1. June 9

2. July 230

3. August 321

4. September 85

S.No. Season Maximum Minimum

1. Summer 48°C 28°C

2. Winter 24°C 8°C

3. Rainy 26°C 18°C


1.6 The Details of infrastructures in the project area are as follows:

S.No. Parameters Status

1. No. of villages connected to

the main road

All villages are connected to main roads

2. No. of villages provided with

electricity are provided with

All village are provided with electricity.

3. Notify educational

Institutions

Primary Secondary Hr.

Sec.

Voc.Inst.

28 02 06 0

4. No. of villages with access to

primary health Center

04

5 No. of villages with access

Veterinary Dispensary

03

6 No. of villages with access to

Post office

07


Market / Mandis.

Krishi Upaj Mandi Karauli, Gangpur


Anganwadi Centres

All

9 Nearest KVK Ekorasi - Hindaun

10. No. of villages with access to

Agro Industry

No one

11 Total Quantity of Surplus

Milk

1000 Kg.

12 No. of Milk Collection

Centers

1

13 Cooperative Society 4

14 NGO’s 3

15 Credit Institutions 4

16 IT Center Rajeev Gandhi IT centers are under

construction in MNREGA scheme at all the

Gram panchayat headquaters.


Institutional Arrangements ;

As per Common Guidelines for effective execution and management of

watershed development appropriate institutional arrangements has been made at

National, State and District levels for effective and professional management of

watershed development projects.

a. State Level Nodal Agency (SLNA) : At State level

b. Watershed Cell Cum Data Center (WCDC) : To ensure coordination at district

level, a WCDC have been constituted.

Executive Engineer (Land Resources), Zila Parishad, Karauli, (Rajasthan)

c. Project Implementing Agency (PIA) : Assistant Engineer, Panchayat Samiti,

Sapotra, District Karauli (Rajasthan)

d. Watershed Development Team (WDT)

The WDT is an integral part of the PIA having at least four members, broadly

with the knowledge and experience in Agriculture, Social Science, Water

Management (Engineering) and Animal Husbandry/Live Stock. Following four

WDT members have been selected at PIA level with open advertisement:

S.No. Subject Specialist Name Qualification

1 Engineering Not Available -

2 Agriculture Not Available -

3 Animal Husbandry Kirodi Lal Dip. In Vet.

4 Social Science Kiran Jadaun B.A. Sociology


e. User Groups:

As per guideline and directions given by SLNA, with the help of WDT

members, for each gram Panchayat separate user groups have been formed for

different works/ activities. The homogeneous groups have been constituted, who

may be most affected by each work/activity and shall include the persons having

land holding within the watershed areas. Each UG’s have been formed of the

persons who are likely to derive direct benefits from particular watershed work or

activity. The representation of each village has been considered in the formulation

of groups. In each group a president has been elected. These groups have been

constituted in Gram Sabha’s. the programme of Gram Sabhas in different Gram

Panchayats was been scheduled by Block Development officer, Panchayat Samiti,

Karauli. The gram Panchayat wise details of elected user groups have been enclosed

at Annexure-I

f. Self Help Groups :

In the Gram Panchayat the SHG groups have been constituted. The group

have been formed according to interest of their work. The homogeneous groups

have been formed having common identity, who are dependent on the watershed

area such as agricultural labourers, landless persons, women, scheduled

caste/scheduled trides persons. The Gram Panchayat wise details of elected SHG

groups are enclosed at Annexure-II

g. Watershed Committee:

In the Gram Sabha, after constitution of UG’s and SHG’s the watershed

committee for each gram panchayat has been formed separately. The committee

comprises of 10-12 members. In the committee all the presidents of user and self

help groups, representation of SC/ST, land less persons and female representation

have been considered. In the formation of committee it was also considered that the

members of all the villages of Gram Panchyat are included, so that they can take

care of work/need of their village after constitution of watershed committee the

chairman/president and Secretary has been selected/ elected. The Gram Panchayat

wise detail of Watershed Committee is enclosed at Annexure-III


h. President and Secretary of Watershed Committee :

The gram Panchayat wise elected president and secretary are as follows:

S.

No

Gram

Panchayat

Name of

Watershed

Committee

President Secretary

1 Hadoti Hadoti Khiladi Meena Alka Singh

2 Bagida Saimarda Sumer Singh Ram Niwas Meena

3 Badoda Badoda Uttra Devi Mahesh Singh

4 Ecat Ecat Sukh Bai Sugreev Bairwa

5 Jodli Jodli Chhote Lal Meena Teekaram Meena

1.8 Details of Bank Account :

For each water shed committee, the separate saving bank account has been

opened with the name of President, Secretary and WDT member (Junior Engineer).

One separate Watershed Development Fund (WDF) account has been opened for

each committee. In the WDF Account no transaction will be done, only the

contribution received from beneficiaries will be deposited. The details of bank

account are as follows:

S.No.

Watershed Committee Account No. Bank Name

Saving A/C No,

1 Badoda 3116799840 C.B.I.

2 Ecat 3123072623 C.B.I.

3 Hadoti 61128706176 SBBJ

4 Saimarda 61128715954 SBBJ

5 Jodli 3146285079 C.B.I.


CHAPTER –II

2.1. BASIC FEATURES :

The basic features of the sanctioned watershed project :

Name of the project : Sapotra –IWMP–V

Local Name of Project : Hadoti

Macro/ Micro No : 5/1, 6/3, 8/1, 2, 9/1, 2, 3

Project Area : 4330 ha

Cost of project : 519.60 Lacs

Cost per hectares : Rs. 12000

Year of Sanction : 2010-11

No. Gram Panchayat : 5

No. of villages in Project area : 10

Elevation : 111 m.

Major Streams : Kalisil

Latitude/ Longitude : 26°10’ E to 26°17’ E

76°35’ N to 76°14’N

2.1.1. Present Land use :

The village wise present land use of project area with net sown area is shown

in Table 1. The village wise Account holder wise details of land is shown in Table

2. The Village wise details of Irrigated, Unirrigated, Waste Land, Pasture Land area

is shown at Table 3.




S.N. Name of Gram

Panchayt/ Village

Geographical Area

Forest Area

Community Land

Pastures Uncultivated Waste Land

Agriculture Land Net

sown area

Net area sown more than once

Temporary Fallow

Permanent Fellow

Cultivated Rainfed

Cultivated Irrigated

1 Badoda 543 - 15 - 1 2 1 217 395 612 23

2 Ecat 403 45 10 - 53 3 2 161 279 440 50

3 Jodli 340 - 11 - - 2 1 136 205 341 35

4 Gordhanpura 136 - 5 - - 7 2 55 120 175 11

5 Gadhigaon 651 722 50 - 11 4 2 260 392 652 18

6 Pardonkapura 270 45 20 - 5 3 1 108 248 356 10

7 Kiradi 371 110 10 - - 4 2 148 145 293 23

8 Fatehpur 595 - 45 17 5 3 1 238 200 438 95

9 Saimarda 380 - 35 - 1 3 2 160 186 346 7

10 Hadoti 641 47 90 207 7 5 3 256 421 677 25

Total 4330 969 291 224 83 36 17 1739 2591 4330 297


Land Use

Land Use -Total area in Ha.

Private Panchayat Government Community Total

- - - - -

Temporary fallow 36 - - -

Permanent Fallow 17 - - 761

Cultivated Rainfed 2515 - - -

Cultivated irrigated 297 - - -

Net Sown Area 2813 - - -

Net Area sown more than once 297 - - -

Area under Rabi 2464 - - -

Area under Kharif 2897 - - -

Forest - - -

Non Arable - - -

Pastures 692 - -

Others 247

Total


Table 3 Village Wise Details of lrrigated, Unirrigated, Waste Land, Pasture

Area in hectare

S.N. Name of Gram

Panchayt/ Village

lrrigated Land Unirrigated Land Pasture

Land Forest area

Other Total

Chahi Jaav Total Barani Waste Land

Total

1 Badoda 20 3 23 341 4 345 132 0 43 543

2 Ecat 46 4 50 244 8 252 71 0 30 403

3 Jodli 32 3 35 186 3 189 95 0 21 340

4 Gordhanpura 10 1 11 93 0 93 24 0 8 136

5 Gadhigaon 16 2 18 337 7 344 78 47 164 651

6 Pardonkapura 9 1 10 150 5 155 20 45 40 270

7 Kiradi 21 2 23 249 0 249 72 0 27 371

8 Fatehpur 90 5 95 434 4 438 104 95 110 842

9 Saimarda 7 0 7 137 0 137 58 60 118 100

10 Hadoti 23 2 25 371 7 378 38 0 200 641

Total 274 23 297 2542 38 2580 692 247 761 4297



2.1.2 Live Stock Status :

S.N. Name of

Village

Cow Buffalo Goat/

Sheep

Camel Ass Pig

Indian Cross

Bridge

I. Badoda

1. Badoda 150 7 526 418 8 83 0

2. Gordhanpura 8 2 541 167 7 27 0

II. Ecat

1. Ecat 190 8 682 412 5 28 0

2. Pardonpura 95 6 407 205 71 26 0

III. Jodli

1. Jodli 280 5 1234 518 66 97 0

IV. Hadoti

Hadoti 305 5 1699 1957 45 58 0

Kiradi 210 10 983 1026 - 44 0

Gadigaon 80 3 272 718 2 86 0

V. Bagida

Fatehpur 160 3 503 1634 6 66 0

Saimarda 92 6 288 611 2 72 0

2.1.3. Existing Horticulture and Fodder Availability:

In the proposed watershed area the horticulture and quantity are not available to

some extent. The village wise existing area under horticulture and fodder is as follow:

S.N. Name of Gram

Panchayat

Name of Village Existing Area under

Horticulture

Existing

Area

under

Fodder

Vegetable Orchard

1 Badoda Badoda 2 - 2

Gordhanpura 1 - 1

2 Ecat Ecat 2 - 2

Pardonpura 1 - 2

3 Jodli Jodli 2 - 1

4 Hadoti Hadoti 2 - 5

Kiradi 3 - 1

Gadigaon 3 - 4


5 Bagida Fatehpur 5 - 8

Saimarda 3 - 2

2.1.4. Existing Fodder Availability and Requirement

The per day dry and green fodder requirement of different animals are as

follows:

S.No. Animal Average Fodder Requirement per day (Kg.)

Dry Fodder Green Fodder

1 Baffalo 9 8

2 Cow (Indi.) 5 6

3 Cow (Hybrid) 6 8

4 Goat 1 4

5 Sheep 4 1

6 Camel 15 8

The per year requirement of green and dry fodder for different

available livestock are as follows:-

S.

No.

Animal No. Per day requirement

(Kg.)

Per Year requirement

(Kg)

Dry Fodder Green

Fodder

Dry Fodder Green

Fodder

1 Baffalo 5715 51435 45720 18773775 16687800

2 Cow (Indi.) 2590 12950 15540 4726750 5672100

3 Cow (Hybrid) 154 924 1232 337260 449680

4 Goat 12630 12630 50520 4609950 18439800

5 Sheep 370 1480 370 540200 135050

6 Camel 105 1575 840 574875 306600

Total 80994 114222 29562810 41691030

In the project area about 55% of the required fodder in produced. The

cultivator has to bring 45% of the fodder from outside. The cultivators bring only

dry fodder from other area. The green fodder gives about 30% of dry matter. So to

calculate the net quantity of fodder requirement, 30% of green fodder has been

added to dry fodder. The Total requirement, production and purchase quantity of

fodder after converting green fodder into dry fodder for one year are as follows :

S.

No.

Calculation of Requirement of Dry Fodder for one year after

converting Green Fodder into Dry Fodder

Total Production of

Dry Fodder (Kg)

Total Requirement

(Kg)

Quantity Required to be

purchased (Kg)

1 23138565 42070119 18931554


Therefore, in the project area about 18931 Ton of dry matter has to be

purchased from outside the project area.

2.1.5. Milk Production:

The average Milk Production of different animals in the project area is:

Cow : 5 kg per Cow

Buffalo : 7 kg per Buffalo

Goat : 1.5 kg per Goat

2.1.6. Demography:

As per census record 2002, the village wise House Hold, Population and other

details are presented in Table 4. The Total population of the project area is 25840.

The total male population is 14053 and female population is 11787. The Overall SC

and ST population is 6452 and 3219 respectively. The Total Household in the area

is 4053.

Survey conducted in the year 2002 and subsequent orders issued by Sub Divisional

Officer, Karauli/ Zila Parishad, Karauli in the project area the village wise BPL are

as follows:

S. No. Gram Panchayat/ Village No. of BPL

A Badoda

1 Badoda 21

2 Gordhanpura 19

B Ecat

1 Ecat 189

2 Pardonpura 11

C Jodli

1 Jodli 120

D Hadoti

1 Hadoti 274

2 Kiradi 76

3 Gadigaon 65

E Bagida

1 Fatehpur 53

2 Saimarda 40


Table 4. Demography Information of the Project Area

S.N. Name of Gram

Panchayt/ Village Geographical

Area (ha) Village Code

Total House Hold

(T_HH)

Total Population

(T_P)

Total Male (T_M)

Total Female (T_F)

SC ST

SC_M SC_F Total ST_M ST_F Total

1 Badoda 543 01243900 1307 688 619 240 186 426 40 45 85

2 Ecat 922 01249300 1930 1015 915 349 304 653 479 413 892

3 Jodli 528 01246600 2069 1117 952 241 204 445 792 691 1483

4 Gordhanpura 136 01244000 943 491 452 100 96 196 253 232 485

5 Gadhigaon 651 01258200 1542 842 700 116 72 188 146 128 274

6 Pardonkapura 300 01249500 596 295 301 8 5 13 61 76 137

7 Kiradi 371 01250000 644 352 292 68 55 123 211 176 387

8 Fatehpur 908 01249800 863 465 398 165 133 298 0 0 0

9 Saimarda 388 01249900 794 421 373 95 80 175 93 90 183

10 Hadoti 1543 01249700 3535 1891 1644 448 371 819 570 451 1021

Total 6290 0 14223 7577 6646 1830 1506 3336 2645 2302 4947



2.1.7 NREGS Status:

In NREGS scheme various activities like Farm ponds/Talai, Anicuts and

Gravel/earthen roads have been taken so far. As per demand by the card holders

they are engaged on the work. In the project area, Gram panchayat wise details of

number of card holder are as follows:

S. No. Name of Gram

Panchayat/

Village No. of Card

Holders

1 Badoda Badoda 398

Gordhanpura 283

2 Ecat Ecat 1063

Pardonpura 248

3 Jodli Jodli 1240

4 Hadoti Hadoti 1035

Kiradi 208

Gadigaon 175

5 Bagida Fatehpur 253

Saimarda 243

2.1.8 Land Holding Details :

The land holding details i.e irrigated and rainfed for large, small and marginal

farmers is enclosed at Table 5.


S.N. Name of Gram Panchayt/

Village

Type of Farmers Land Holding (ha)Irrigation

Small Marginal Big Total Irrigated (Source)

Rainfed Total

1 Badoda 153 54 11 218 23 - -

2 Ecat 78 28 6 112 50 - -

3 Jodli 181 70 14 265 35 - -

4 Gordhanpura 76 27 5 108 11 - -

5 Gadhigaon 158 57 13 228 18 - -

6 Pardonkapura 68 25 5 98 10 - -

7 Kiradi 87 32 7 126 23 - -

8 Fatehpur 110 40 9 159 95 - -

9 Saimarda 130 47 11 188 7 - -

10 Hadoti 121 44 10 175 25 - -

Total 1677 0


2.2. Technical Features :

The various technical features of the area are as follows:

2.2.1. Collection of Revenue Record :

For all the villages of the project area the revenue map and details of

cultivators/ revenue record/ Jamabandi have been from revenue department.

Table 2. Village Wise Details of Land Holding According to Zambandi (As per Revenue Record)

Area in hecarare

S. N.

Name of Gram

Panchayt/ Village

Details of Land According to Account (Ownership)

Govern

ment Forest Pasture

Private Land

¼][kkrsnkj½

Govt. Land given to

Cultivator ¼xSj [kkrasnkj½

Land Alloted to Other Department/

Prganization Total

1 Badoda 15 - - 395 4 - 414

2 Ecat 10 45 - 279 3 - 337

3 Jodli 11 - - 205 - - 216

4 Gordhanpura 5 - - 120 - - 125

5 Gadhigaon 50 722 - 392 7 - 1171

6 Pardonkapura 20 45 - 248 5 - 318

7 Kiradi 10 110 - 145 - - 265

8 Fatehpur 45 - 17 200 - 262

9 Saimarda 35 - - 186 - - 221

10 Hadoti 90 47 207 421 7 - 772

Total 291 969 224 2591 26 4101

2.2.2. Maps of the Area

2.1.8 Infrastructure Facilities Available :

The Details of infrastructures in the project area are as follows:


2.1.9 NREGS Status:

In NREGS scheme various activities like Farm ponds/Talai, Anicuts and

Gravel/earthen roads have been taken so far. As per demand by the card holders

they are engaged on the work. In the project area, Gram panchayat wise details of

number of card holder are as follows:

2.1.9 Land Holding Details :

The land holding details i.e irrigated and rainfed for large, small and marginal

farmers is enclosed at Table 5.

2.1.10 Other Development Schemes in the Project Area :

The Mahatma Gandhi National Rural Employment Guarantee Act is the main

scheme which is being implemented in the project area.

2.3. Technical Features :

The various technical features of the area are as follows:

2.3.1. Collection of Revenue Record :

For all the villages of the project area the revenue map and details of

cultivators/ revenue record/ Jamabandi have been from revenue department.

2.3.2. Maps of the Area

The Natural Resource Management component requires scientific and technical

data. As per Common Guidelines -2008, the detailed project report is to be prepared with

complete GIS and Remote Sensing application. Therefore, in the context the WAPCOS

Gurgaon has been directed by department to prepare the various thematic layers i.e.

present land use, land cover, topographical details, slope groups, ground water status,

contour drainage line, macro boundary of the project area on 1:10,000 scale. The

WAPCOS has submitted all the above required maps.


2.2.3 Ground Water Detail

S.No Source No. Functional depth ( m)

Dry Area irrigated

Water availability(days)

i) Dug wells 90-100 - 70 150

ii) Shallow tube wells - 100

iii) Pumping sets 125 - 75 100

iv) Deep Tube Wells 125-150 - 112 250

Total 600

2.2.4 Slope Details of Area :

The proposed area includes hills. The area in various slope groups of the

proposed water shed area is as follows :

S. No. Slope Percentage Area in hectares

1. 0 to 3 1700

2. 3 to 5 1400

3. 5 to 8 1030

4. More than 8 200

2.2.5 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

Rabi 7 815 330 1175

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

Encouraging optimum use of water through installation of sprinklers on every

operational wells.

2.2.6 Water Budgeting :

The various water harvesting structures in the project area have been

constructed. The surface runoff has been stored in the structures. After onset of

monsoon i.e. in the end of the September, all the main structures constructed in the

area were visited. In the area about 45 structures have been constructed. While

visiting the area it was observed that about 23 structures water having water up to

27% of their capacity.


Water Budgeting

S.No. Item Details

1 Name of watershed Hadoti-Sapotra (IWMP-V)

2 Name of panchyat Samiti Sapotra IWMP-V

3 Macro No. 5,6,8,9

4 Micro No. 1,3,1,2,1,2,3

5 Topographical area, Ha 4330 Ha

6 Area not available for treatment, pal, habitation, rasta etc.

-

7 Effective Area 4330 Ha

8 Average Annual rainfall, mm 600mm

9 From Strange table proposition of estimated runoff by given rainfall

-

% of runoff to rainfall -

In good catchment 19.50 600*19.50/10=1170

In average catchment 14.60 600*14.60/10=876

In bad catchment 9.70 600*9.70/10=582

Table-1

Type of watershed Area of watershed, Ha Factor in cum per

ha

Expected yield, cum

Good 1100 1170 1287000

Average 1250 876 1095000

Bad 1980 582 1152360

Total 4330 3534360

10 Present storage of water by existing runoff structure

4330 0 3534360

Storage of Runoff by Existing Structures

S.No. Name of Structure No./Area Storage Capacity (cum)

1 Tank/Talab/Nadi 35 175000

2 Anicut/WHS/Khadin 18 63000

3 Local Dipression Pond etc. 0 0

Total 53 238000

Storage of Runoff by Proposed Structures

S.No. Name of Structure No./Area Storage Capacity (cum)

1 Tank/Talab 35 54036.00

2 Masonry Water Harvesting Structure

6 21000

Total 41 75036

Total Runoff Trapped = Existing structure + Proposed Structure = 238000+75036=313036

% Runoff Trapped = 313036*100/3534360 = 8.85%


2.2.7 Soil Profile and Soil Fertility Status :

The major soil classes of the area are sandy loam and loam. The project area in the

major soil classes are as follows :

S.No. Major Soil Classes Area in hectares

1. Sandy-Loam 2295

2. Clay-Loam 1410

3. Stoney 625

The average soil fertility status i.e. N,P,K, Micronutrients in the watershed

project area are :

N 40-60 kg/ha.

P 20-30 kg/ha.

K 15-25 kg/ha.

Micro Nutrients 100-300 ppm

2.3 Problems, Demand and Scope for development :

2.3.1 Natural Resource Management :

While socially surveying the area, it was realized that various water harvesting

structures mostly talai’s have been constructed in the area for storing the water. But due to

non availability of outlets/ waste weirs the water was released by cutting the banks. The

main problem of the area is availability of stored water. For further development, it has

been planned that all the structures will be provided with waste weirs, so that the water

can be stored up to the design level without any fear. At the present time no new talai/

tanks have been proposed.

During the rainy season it was found that the rain water from the higher areas flows

down and spread in the lower area and damaging the fields. As per need and suggestions

given by the beneficiaries/ public representative, the diversion channels have been

proposed to convey water to near by tanks. This will certainly solve the problems of the

area and sufficient water will also be stored for live stock will help in recharging the

nearby wells. The agriculture land of the area is affected by sheet erosion and forming the

rills/ gullies. The problem can be solved by bunding the fields. Therefore to protect the

land, thr main thrust is given on contour bunding with proper outlets.


2.3.2 Agriculture and Horticulture Productivity :

In the watershed area the production of Agriculture and Horticulture Plants are not

to that extent due to lack of improved variety and techniques. The Agriculture production

of different crops grown in Kharif/ Rabi seasons of the proposed watershed area is shown

in Table 6. The production will be increased by introduction of new varieties of different

crop. The existing horticulture area is shown above.

Table 6. Village wise Agriculture Production of Different Crops Grown in Kharif/Rabi seasons

S.N. Season Crop Sown

Rainfed Irrigated Total

Area (ha)

Production (Tons)

Area (ha)

Production (Tons)

Area (ha)

production (Tons)

1 Badoda Bajara 205.00 205.00 0.00 0.00 205.00 205.00

Groundnut 20.00 24.00 0.00 0.00 20.00 24.00

Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00

Jwar 20.00 24.00 0.00 0.00 20.00 24.00

Wheat 0.00 0.00 16.00 76.80 16.00 76.80

Mustard 0.00 0.00 5.00 10.00 5.00 10.00

Arhar 20.00 16.00 0.00 0.00 20.00 16.00

Gram 12.00 19.20 2.00 3.20 14.00 22.40

2 Ecat Bajara 155.00 155.00 0.00 0.00 155.00 155.00

Til (Seasam) 14.00 8.40 0.00 0.00 14.00 8.40

Wheat 0.00 0.00 30.00 144.00 30.00 144.00

Mustard 2.00 4.00 10.00 20.00 12.00 24.00

Groundnut 18.00 21.60 0.00 0.00 18.00 21.60

Arhar 16.00 12.80 0.00 0.00 16.00 12.80

Gwar 16.00 19.20 0.00 0.00 16.00 19.20

Gram 7.00 11.20 8.00 12.80 15.00 24.00

3 Jodli Bajara 125.00 125.00 0.00 0.00 125.00 125.00

Groundnut 10.00 12.00 0.00 0.00 10.00 12.00

Til (Seasam) 15.00 9.00 0.00 0.00 15.00 9.00

Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00

Wheat 0.00 0.00 22.00 105.60 22.00 105.60

Mustard 2.00 4.00 8.00 16.00 10.00 20.00

Gwar 12.00 14.40 0.00 0.00 12.00 14.40

Gram 4.00 6.40 5.00 8.00 9.00 14.40

4 Gordhanpura Bajara 60.00 60.00 0.00 0.00 60.00 60.00

Groundnut 5.00 6.00 0.00 0.00 5.00 6.00

Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00

Wheat 0.00 0.00 8.00 38.40 8.00 38.40

Mustard 1.00 1.00 2.00 4.00 3.00 5.00

Gwar 4.00 4.80 0.00 0.00 4.00 4.80

Gram 8.00 12.80 1.00 1.60 9.00 14.40




Area (ha)

Production (Tons)

Area (ha)

Production (Tons)

Area (ha)

production (Tons)

5 Gadhigaon Bajara 222.00 222.00 0.00 0.00 222.00 222.00

Groundnut 15.00 18.00 0.00 0.00 15.00 18.00

Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00

Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00

Wheat 0.00 0.00 13.00 62.40 13.00 62.40

Mustard 10.00 20.00 4.00 8.00 14.00 28.00

Gwar 20.00 24.00 0.00 0.00 20.00 24.00

Gram 18.00 28.80 1.00 1.60 19.00 30.40

6 Pardonkapura Bajara 95.00 95.00 0.00 0.00 95.00 95.00

Groundnut 8.00 9.60 0.00 0.00 8.00 9.60

Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00

Wheat 0.00 0.00 8.00 38.40 8.00 38.40

Mustard 2.00 4.00 2.00 4.00 4.00 8.00

Gram 2.00 3.20 0.00 0.00 2.00 3.20

Gwar 20.00 24.00 0.00 0.00 20.00 24.00

7 Kiradi Bajara 150.00 150.00 0.00 0.00 150.00 150.00

Groundnut 10.00 12.00 0.00 0.00 10.00 12.00

Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00

Wheat 0.00 0.00 14.00 67.20 14.00 67.20

Mustard 7.00 14.00 4.00 8.00 11.00 22.00

Gwar 28.00 33.60 0.00 0.00 28.00 33.60

Gram 1.00 1.60 2.00 3.20 3.00 4.80

8 Fatehpur Bajara 270.00 270.00 0.00 0.00 270.00 270.00

Groundnut 18.00 21.60 0.00 0.00 18.00 21.60

Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00

Sugar Can 0.00 0.00 5.00 60.00 5.00 60.00

Wheat 0.00 0.00 58.00 278.40 58.00 278.40

Mustard 5.00 10.00 25.00 50.00 30.00 60.00

Gwar 25.00 30.00 0.00 0.00 25.00 30.00

Gram 25.00 40.00 10.00 16.00 35.00 56.00

9 Saimarda Bajara 122.00 122.00 0.00 0.00 122.00 122.00

Groundnut 6.00 7.20 0.00 0.00 6.00 7.20

Til (Seasam) 21.00 12.60 0.00 0.00 21.00 12.60

Gwar 18.00 21.60 0.00 0.00 18.00 21.60

Wheat 0.00 0.00 6.00 28.80 6.00 28.80

Mustard 2.00 4.00 2.00 4.00 4.00 8.00

Gram 15.00 24.00 1.00 4.80 16.00 28.80




Area (ha)

Production (Tons)

Area (ha)

Production (Tons)

Area (ha)

production (Tons)

10 Hadoti Bajara 232.00 232.00 0.00 0.00 232.00 232.00

Groundnut 8.00 9.60 0.00 0.00 8.00 9.60

Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00

Wheat 0.00 0.00 16.00 76.80 16.00 76.80

Mustard 3.00 6.00 5.00 10.00 8.00 16.00

Gram 25.00 40.00 4.00 6.40 29.00 46.40

Gwar 25.00 30.00 0.00 0.00 25.00 30.00

Total 2339.00 2412.20 305.00 1264.40 2644.00 3676.60


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

Cropping Status

S. Season Crop Rain Fed Irrigated Total

No. Sown Varieties Area Production Productivity Varieties Area Production Productivity Area Production

(ha) (Ton) (kg/ha) (ha) (Ton) (kg/ha) (ha) (Ton)

1 Kharif Bajara HHB-67 1636.00 1636.00 0.00 0.00 1636.00 1636.00

Groundnut B87 118.00 141.60 0.00 0.00 118.00 141.60

Jwar RGC936 188.00 225.60 0.00 0.00 188.00 225.60

Til (Seasam) Type13, TC25 210.00 126.00 0.00 0.00 210.00 126.00

2 Rabi Gram 117.00 187.20 34.00 57.60 151.00 244.80

Mustard Krinti Bio 902 34.00 67.00 67.00 134.00 101.00 201.00

Sugar Can C235. J208 0.00 0.00 13.00 156.00 13.00 156.00

Arhar 36.00 28.80 0.00 0.00 36.00 28.80

Wheat Sona Kalyan, Sonalka, 1482

0.00 0.00 191.00 916.80 191.00 916.80

3 Zaid

Total 2339.00 2412.20 0.00 0.00 305.00 1264.40 0.00 2644.00 3676.60

Abstract of cropped Area(ha)

Area under Single crop 2339

Area under Double crop 305



2.3.3 Live Stock –gap of fodder Availability :

The existing fodder area in the villages of proposed area is shown above. The

availability of fodder in the proposed watershed area is less. To meet the

requirement, the farmers of the area have to purchase from other places. The fodder

area has to be increased to reduce the demand.

2.3.4 Livelihood and Micro enterprises:

The people of the area are dependent on Agriculture. In the proposed area the

landless families are fully dependent on work. After introduction of NREGA, these

families are getting job in the area. But it is not to the extent to increase the

livelihood. For development of their livelihood, the various meetings were

organized to know their interest and skills. According to social survey conducted in

different villages of the project area, different individual and group works/ activities

like Ara Tari, Masala Udhyog, Tomato Sauce Preparation, Carpentary, Mobile

Repairing, Motor Cycle Repairing, Compute Hardware/ Software work and

Compost Pit/ Vermi compost were identified. According to their interest

homogeneous groups have been made. The main thrust was given for land less

persons.


CHAPTER – III

3.1 Preparatory phase activities:

The main objective of the preparatory phase is to create appropriate

mechanism for adoption of participatory approach with the help of watershed

development team. To establish the credibility of WDT team and to create a rapport

with the villagers the entry point activities have been executed.

3.1.1. Entry point Activities :

To find the urgent need of the local communities, the Gram Sabhas have been

conducted at each Gram Panchayat. So that different works could be identified

according to their need. The main theme of Entry Point Activities is to establish

credibility of the Watershed Development Team and create a rapport with the

village community. After identifying the different works in Gram Sabhas, the

following works were executed:

S.No Gram Panchayat

& Village

Details of works Cost

Name of works Quantity

1 Aluda (Badoda) Solar light 5 120545

Tanki 1 45000

2 Bagida

(Gordhanpura)

Solar light 4 96436

3 Ecat Solar light 5 120545

Tanki 1 50000

WHS 1 50000

4 Jodli Solar light 4 96436

Tanki 1 40000

WHS 1 65000

5 Hadoti Solar light 8 192872

Tanki 1 50000


3.1.2 Capacity Building :

Capacity building is an important aspect for the successful implementation of

watershed development program. The relevant training programme will be

organized for all the functionaries involved in water shed development. It will be

ensured at every level that a majority of the members of SHGs/UGs would be given

basic training involving skill up gradation and orientation on the technical on the

technical and organizational aspects. Besides training on application on Remote

Sensing Technology for generating database for watershed development will be

included in the training programme. It has been finalized that the training will be

organized by WDT members with the help of local officials of the technical

departments. SHGs&UGs would also be taken for visits to Research Stations,

demonstration of successful technologies that are relevant to them.

For participatory approach, water shed committee, user groups and self help

groups have been formed at each gram panchayat level. During the phase, the

watershed development team (4 members) which is also constituted and engaged in

the project earlier will facilitate. The Gram Panchayat wise details of user groups,

self help groups and water shed committee is shown in

Annexure I to III. The capacity building of these different stakeholders on

institutional and work related aspects are important part of the project.

3.1.3. PRA Exercise:

Participatory Rural Appraisal (PRA) is one of the most important exercise in

Watershed Development projects before preparation pf Action Plan.. For the

preparation of detailed project report Participatory Rural Appraisal exercise is very

important part. The village wise PRA have been conducted with the help of WDT

member For village separate maps have been prepared, showing all special features

such as nallas, pasture land, roads, dhani's etc. The works have been identified

according to beneficiaries need. The proposed works have been marked on these maps.

3.2. Natural Resource Management (NRM)

With the help of WDT, on the basis of the information generated from the bench

mark survey of the watershed area and detailed PRA exercise, the detailed watershed

development plan for each Gram Panchayat have been prepared. Watershed treatment/

development plan have been prepared for all the arable and non arable land including

degraded lands, government and community lands and private lands.


3.2.1. Conservation measures for arable lands :

The main problem of the area is the low and erratic rainfall. The conservation

measures meant to reduce or prevent sheet erosion. The important principles to be kept

in view while planning measures for proper conservation of water are increasing the

time of concentration and thereby allowing more runoff water to be absorbent,

intercepting the long slope into short ones and protection against damage and to

excessive runoff. Bunding is the most effective and widely practiced field measures for

controlling or preventing erosion. In broader way it can be defined as series of

mechanical barriers to reduce the slope percentage. Different types of bunds are

contour bund, side bunds, lateral bund, and graded bunds.

a. Contour Bund: Contour bunds are constructed along the contours. For the

area having slope less than 3% and flatter lands with scanty /erratic rainfall contour

bund is practiced to intercept the runoff by embankment whose ends may be closed or

open to conserve moisture as well as to reduce the soil erosion. As per past experience

the contour bund can be adopted on all types of relatively permeable soils except the

clayey or deep blank cotton soils. The main criterion for spacing of bunds is to

intercept the water before it reaches the erosive velocity. The most important factor of

it is slope, cropping pattern, soil and conservation practice adopted. While planning of

contour bund few things, which should be considered, are: area is bifurcated according

to slope, if distance between two bund is more than additional bund should be provided

in between them, lateral bunds/ hooking should be extended up to the submerged

length at both ends and vertical interval may be adjusted according to field boundaries.

Side bund: bunds constructed at extreme ends of the contour bund, which are

running along the slope and up to the submerged length.

Lateral bund : bund constructed along the slope in between two side bunds, to

prevent concentration of water along one side and to break the length of contour

bund.

b. Waste weirs: In order to protect the contour bund from breaching and the

standing crop from damage, masonry outlet structures which can drain away excess

water, are constructed. The proper outlet/ waste weirs are provided in the contour

bunds alternate, to avoid gully formation and also to increase the travel path.

Generally waste weirs are constructed at depressions with the crest of their body

walls constructed at 0.3 m above the contour.


c. Gully control structure : In arable lands, where small rills/ gullies have been

formed, then the earthen bunds are constructed at regular intervals.

d. Diversion channels: Soil conservation measures are implemented on a whole

catchments or watershed Karauli. In case if the watershed area falls below the

unprotected area or hilly area from which uncertain of water comes and entered in

the area, then the diversion channel is excavated to intercept the runoff from the

area situated above and to conduct it safely to outlet.

3.2.2. Conservation measures for non arable lands:

The area which is unsuited to cultivation for agricultural crops and limit there use

largely to pasture, forest requires the conservation measures. These waste lands

have a great potential for producing fodder, fuel, fiber etc. To protect these lands

from further degradation suitable soil and water conservation measures

supplemented with proper afforestation is required.

a. Contour trenches: Contour trenches are excavated along a uniform level across

of the slope of the land. Bunds are constructed downstream along the trenches with

material taken out of them. The main objective is to create more favorable moisture

condition. The contour trenches break the velocity of runoff. Plants are put in the

trench along the beam.

b. Ditch cum bund: In the watershed area, the available pasture land will be

protected by ditch cum bund. From the excavate soil of the trench the bund will

be prepared inside the area along the trench, so that the animals can not step up

from the trench and enter the area. From the point of view of cost and theft, the

barbed wire fencing and stone fencing is avoided.

c. Pasture development : To mitigate the fodder requirement, in every gram

panchayat of the project area, at least one pasture development is proposed. The

encroachment is the main problem of pasture development. The pasture land will

be developed by fencing the area by ditch cum bund, constructing the staggered

trenches across the slope, gully control structures (loose stone check dam,

earthen bunds), construction of small talai/ ponds, planting of different plants

and grasses in between staggered trenches. The development of grasses

ultimately reflected in the runoff and soil loss. The grass development action

comprises of direct dispersion, interception, energy dissipation and evaporation

of falling rain drops.


3.2.3. Drainage line treatment :

The drainage line treatment is very important part of the project.

1. Gully control structures : Gully control structures consist of constructing

bunds of suitable dimension across the nala or gullies to hold the runoff water.

Depending upon the slope of the gully, these bunds are constructed in the series.

The main thumb rule is the bottom of the structure should coincide with the top

of the downstream one. The temporary storage of runoff against these bunds

carries deposition of silt and water is drained off in a controlled manner. The

impounding of water facilitates the percolation of water, which otherwise will

flow with intense velocity. The water released from the bunds will be free from

silt and velocity to erode. Before it can acquire erosive velocity, it will meet the

next bund below in the catchment.

2. Loose stone check dam : The gully control structure will be constructed by

locally available stone without any binding material. So these structures are

called Loose Stone Check Dam. The gullies will be plugged by stone with height

not more than 1m with up stream slope, nearly vertical and down stream slope

1.5 : 1. The depth of foundation will be kept about 0.4 m and with about 0.6 m

inside the natural ground on each side to prevent flood water out flanking the

structure. Up stream side of the structure will be filled by the soil at slope 2:1

with grasses.

3. Concrete and masonry check Dam: In some places where vegetative measures

and simple practice alone are inadequate to handle the concentration of water,

permanent masonry structures structure are provided. In the project area with the

loose stone check dam these permanent masonry gully control structures will be

provided.

4. Bank stabilization : The bank stabilization is very important part of controlling

the gullies. The water from the side area/ gully from widening and protecting the

side land converting into the gullies, the marginal bund will he made on each

side of the nalla. The loose stone check dam and masonry structures will be

constructed at proper places for safe disposal of surplus water. In some places of

the side of nalla, loose stone pitching have been provided to protect the sides

from scouring.


5. Water harvesting structures Anicuts/Tanks: With the introduction of NREGA,

the ponds/ talai’s have been constructed. Therefore small thrust has been given on

construction of ponds.

3.3. Production System and Micro Enterprises :

3.3.1. Production measures for arable :

To get the more benefit from agriculture crop, it is very important to decrease

the cost of cultivation and increase the production. To decrease the cost of cultivation,

it is necessary to use complete available land for cultivation, use of latest implements

so that time and cost is reduced. Good agriculture management by taking more than

one crop in a year can also increase the production. Optimum quantity of fertilizer,

insecticides and pesticides should be used. The reduction of chemical fertilizer will

also increase the production.

For increasing production of crop, water management also plays an important

role. The water should be used according to its quality and also crop should be

irrigated according to need/ requirement. The practice of Drip and Sprinkler irrigation

will lead to optimum utilization of water.

In the State and Centre Sector schemes, for improvement in production level of

different crops and minimize cost of cultivation, various schemes are organized by

Agriculture/ Horticulture Department. The various schemes are :

a. Free seed minikit distribution : Seed minikits of newly released varieties are

distributed to small and marginal farmers for 0.1 to 0.2 hectare area with the purpose

to increase in productivity of cereals, pulses and oilseeds and to increase Seed

Replacement Rate by certified seeds. Minikits are distributed in Kharif season are

improved hybrid varieties of Bajra, Guar and Groundnut, whereas in Rabi Season are

Wheat, Barley, Gram and Mustard.

b. Crop demonstration: Crop Demonstrations are layout for adoption of full package

of technology practices in rural areas. The demonstration are organized for 0.4 hectare

at each farmers field and take interest to show all technology practices recommended

by agriculture Department. The seed of improved quality are provided at 50% cost to

the farmers through RSSC/NSC and other inputs like fertilizers and plant protection

chemicals are provided through KVSS or GSS on payment of 50% on total cost of all

inputs up to Rs. 2000 per demonstration. In Kharif season demonstration are taken for

Guar, Bajra and in Rabi season demonstration are taken for wheat, Barley and

Mustard.


c. Certified seed distribution : Certified seed from RSSC /NSS are distributed in

the area to improve SRR and ultimately increase in productivity of crops. The main

aim is to increase in production level of different crops in yielding varieties instead

of local varieties. This is taken through KVSS/ GSS and private dealers.

d. Establishment of farmers field school (FFS) : The farmers Field School is to

be established on the compact block of 5 demonstrations each of 0.4 hectare. In the

FFS out of 5 demonstration farmers 25 other farmers are to be included. The total of

30 farmers group which have interest to learn full scientific package of practices of

crop production. Each FFS have five training days: before sowing of demonstration

crop; after sowing and germination of demonstration crops; at the time of irrigation

and weed control; at grain filling stage of crop. Training is given by Agriculture

Officer, Scientist and Lecturer. Farmers problem are given to research stations and

improved practices of scientific Agriculture are given to the farmers.

e. Soil and water testing : Before every crop season like Kharif and Rabi, soil and

water testing are to be done for evaluating the actual fertility position of field and

requirement of fertilizer for irrigation. So that fertilizer quantity and quality are

used as per recommendations given by laboratory for taking maximum production

level in particular field and crop. Soil health card are given to the farmer having all

recommendation of fertilizer for a whole year as they take all crop in Kharif and

Rabi season.

f. Horticulture (National Horticulture Mission) : Subsidy are given on inputs like

seed, fertilizers and plant protection chemicals for growing spices and medicinal

crops in the National Horticulture Mission by Horticulture Department. Such

demonstrations are layed out in Methi, Chilli and Allovera crops. 50%Subsidies are

given on total cost of input used in the demonstration.

g. Establishment of Nursery : Subsidy is given for establishing a module nursery

in scientifically and propagation of fruit plant and sold to the farmers. 50% on total

cost, subsidies are given, which varies from Rs 1.5 to 9.0 lacs for 4.0 hectares land

area.

h. Training for horticulture works : The training are given to youth farmers

interesting to learn horticulture works like grafting, budding and other horticulture

works. Three months to one year training programme is held, according to the

farmers choice and interest. The expenditure of the training is borne by horticulture


i. Vermicompost : Vermicompost is an organic manure (bio-fertilizer)produced as

the vermicast by earth worm biological waste material; plant residues. This compost

is an odorless, clean, organic material containing adequate quantites of N,P,K, and

several micronutrients essential for plant growth. Vermicompost is a preferred

nutrient source for organic farming. It is eco-friendly, non-toxic, consumes low

energy input for composting and is a recycled biological product.

In each Gram Panchayat of project area, 10-12 farmers will be selected. They

will be trained with installing the vermicimpost unit in their field.

3.3.2. Production measures for non arable lands:

In government pasture land is developed by fencing the area by ditch cum

bund and constructing the staggered trenches. In between the trenches grasses are

grown and on down stream side of the trenches the forestry/ fuel plants are grown.

Along the ditch cum bund the forestry plants are also grown. In the area various

plants like Khejdi, Ardoo, Shessam, Neem etc are grown.

The fuel plants on the bunds of the private lands are also with the

consultation of the owner, so that cultivators can also get the fuel for his use.

Similarly on the bunds the grasses are also grown so the beneficiaries can have the

fodder for the livestock.

Production Plan for Arable and Non Arable Lands:

The Guideline issued for implementation of watershed project support to

production/farming system based livelihood activities and enterprises. As per

directions issued by the department 10 percent of the total cost of the project has

been assigned to support the production system and micro enterprises for land

owing households. The main aim is to increase the production and productivity of

agriculture crops.

As per directions the individual land holder can avail the benefits of

production system on their private land. The small and marginal farming household,

women headed farming holders, SC & ST farmers will be given priority. As per

guideline the contribution of farmers will be 20% for general categories and 10%

for SC and ST beneficiaries. Therefore the maximum farmer’s contribution for

general categories will be Rs. 4800 and for SC & ST beneficiaries will be Rs. 2400.

The cost of farming/production system activity will be to a maximum limit of an

amount equal to double of the unit cost of the project. The project fund will meet

the cost of farming/production system activities.


The cost of the IWMP-V/2010-11 having area of 4330 ha is 519.60 lacs.

Therefore the production plan has been proposed for Rs. 51.96 lacs as follows:

Production plan: (10% of sanction amount)

S.

No.

Activity Unit Rate Physical

Target

Amount

(Rs. In Lacs)

A Demonstration

Kharif No. 3000 720 21.60

Rabi No. 2875 450 12.94

B. Horticulture Activities 0

Anar Ha. 21915 4 0.88

Guava Ha. 36703 3 1.10

Nimbu Ha. 33622 3 1.008

Papaya Ha. 32100 2 0.64

C. Vegetable Minikit No. 300 174 0.52

D. Organic Farming LS 0

E. Agro Forestry Ha. 7300 35 2.56

Sub Total 41.248

F. Live Stock Activities

Animal Health Camps No. 24000/Camp 12 2.88

Provision of Sand/Pada No. 45000/No. 4 1.80

Fodder Demonstration No. 800/no 692 5.54

Sub Total 10.22

Grand Total 51.96285

3.3.3 Livelihood activities particularly for asset less person :

In the project area according to the interest and need livelihood activities will

be followed. In individual livelihood activity training of masson, motchi, carpentry,

tailoring, bike repairing etc work will be taken up so that their lives could be

improved. The training programme of computer hardware/ software, mobile

repairing work will also be planned according to the interest and education level of

the educated young generation, so that with the seasonal agriculture income of their

family, they can supplement the income during non agriculture season.


In every gram panchayat of the project area, the self help groups of land less

persons have also been formed. These groups will be trained according the their

interest on different activities like Ari-Tari, Tomato Sauce Preparation, Honey Bee

Production, Compost Pit, Pottery etc, so that their livelihood can be increased. The

groups will be trained on agriculture based activities like compost pit, vermi

compost, pasture development etc according to their interest, so that they can

prepare the product and can use on their own need and cat sell surplus. At the time

of PRA, the people of the area have been acquainted with livestock based activities

like milk collection booth, dairy, poultry etc.

Livelihood Plan : (9% of Sanction Amount)

S.

No.

Activity Unit Rate Phy.

Target

Amount

(Rs. In

Lacs)

1 Seed Money for SHG No. 0.25/SHG 142 35.50

2 Seed Money for Enterprising

individuals

A. Mason No. 0.25/Individual 3 0.75

B. White/color Washing No. 0.25/Individual 3 0.75

C. Tailoring No. 0.25/Individual 3 0.75

D. Cyclic Report No. 0.25/Individual 3 0.75

E. Mobile Repairs No. 0.25/Individual 2 0.50

F. Pottery No. 0.25/Individual 2 0.50

G. Ari-tari No. 0.25/Individual 2 0.50

Sub Total-2 4.50

3 Grant in aid for SHG Federation No. 169000 4 6.76

Grand Total 46.76

3.4 Proposed Development Plan

Activity Unit Unit

cost

Quantity Total Cost Cost from

Project Fund

Convergence

Fund

Beneficiary

Contribution

Admn. 51.96

Monitoring 5.196

Evaluation 5.196

EPA 20.784

I & CB 25.98

DPR 5.196

Total (A) 114.312


Natural Resource Management

Activity Unit Quantity Unit cost Total cost

Cost from

Project Fund

Conver- gence Fund

Beneficiary Contribution*

ARABLE CONSERVATION WORK

Earthen Bund TYPE meter 38539 Rs. 49

Per Meter 18.884 18.884 30.00 1.32

Waste weir Nos 250 Rs. 13900 Per Each

34.750 34.750 2.43

Gully Control Structure "A" Nos 35 Rs. 10000 Per Each

3.500 3.500 0.25

Gully Control Structure "B" Nos 40 Rs. 13300 Per Each

5.320 5.320 - 0.37

Gully Control Structure "C" Nos 25 Rs. 29000 Per Each

7.250 7.250 - 0.51

NON ARABLE CONSERVATION WORK

PASTURE DEVLOPMENT hectare 20 Rs. 33700 Per Hact.

6.740 6.740 - 0.47

STAGGERED TRENCHES hectare 25 Rs. 20500 Per Hact.

5.125 5.125 - 0.36

DIVERSION CHANNEL meter 694 Rs. 162

Per Meter 1.124 1.124 - 0.08

WHS Type "A" Nos 35 Rs. 68000 Per Each

23.800 23.800 - 1.67

WHS Type "B" Nos 32 Rs. 111100 Per Each

35.552 35.552 - 2.49

LOOSE STONE CHECK DAM Nos 271 Rs. 8100 Per Each

21.951 21.951 - 1.54


Drainage Line Treatment

Activity Unit Quantity Unit

cost

Total

cost

Cost from

Project

Fund

Convergence

Fund

Beneficiary

Contribution*

RETANING/SAFTY WALL 'A' Nos 2 Rs. 42700

Per Each 0.854 0.854 - 0.43

RETANING/SAFTY WALL 'B' Nos 2 Rs. 58200

Per Each 1.164 1.164 0.58

RETANING/SAFTY WALL 'C' Nos 2 Rs. 97100

Per Each 1.942 1.942 - 0.97

RETANING/SAFTY WALL 'D' Nos 4 Rs. 126600

Per Each 5.064 5.064 - 2.53

RETANING/SAFTY WALL 'E' Nos 4 Rs. 217400

Per Each 8.696 8.696 - 4.35

MASONARY WATER HARVESTING

STRUCTURE 'A' Nos 5

Rs. 233000

Per Each 11.650 11.650 - 5.83


STRUCTURE 'B'

Nos 7

Rs. 299000

Per Each 20.930 20.930 - 10.47


STRUCTURE 'C' Nos 7

Rs. 462000

Per Each 32.340 32.340 - 16.17


STRUCTURE 'D' Nos 5

Rs. 528000

Per Each 26.400 26.400 - 13.20


STRUCTURE 'E' Nos 2

Rs. 897000

Per Each 17.940 17.940 - 8.97

Production Measures for Arable Land

Activity Unit Quantity Unit

cost

Total

cost

Cost from

Project

Fund

Convergence

Fund

Beneficiary

Contribution*

Demonstration 25.00

Kharif Nos. 720 3000 21.60 21.60 15.00 6.48

Rabi Nos. 450 2875 12.94 12.94 10.00 3.882

Horticulture Activity 15 0

Anar Nos. 4 21915 0.88 0.88 5.00 0.264

Guava Nos. 3 36703 1.10 1.10 4.00 0.33

Nimbu Nos. 3 33622 1.008 1.008 3.00 0.3024

Papaya Nos. 2 32100 0.64 0.64 3.00 0.192

Vegetable Minikit Nos. 174 300 0.52 0.52 - 0.156

Agro Forestry Nos. 35 7300 2.56 2.56 - 0.768


Micro Enterprise

Activity Unit Quantity Unit cost

Total cost

Cost from Project Fund

Conver- ence Fund


Seed Money for SHG No. 142 0.25/SHG 35.50 35.50 -

Seed Money for

Enterprising individuals

0 0

A. Mason No. 3 0.25/Individual 0.75 0.75 -

B. White/color Washing No. 3 0.25/Individual 0.75 0.75 -

C. Tailoring No. 3 0.25/Individual 0.75 0.75 -

D. Cycle Repair No. 3 0.25/Individual 0.75 0.75 -

E. Mobile Repairs No. 2 0.25/Individual 0.50 0.50 -

F. Pottery No. 2 0.25/Individual 0.50 0.50 -

G. Ari-tari No. 2 0.25/Individual 0.50 0.50 -

Grant in aid for SHG

Federation

No. 4 169000 6.76 6.76 -

Total 46.76 46.76 -

Consolidated Phase

(3%)

15.588 15.588

G.Total 519.60 519.60


CHAPTER-IV

4. Head Wise/Activity Wise Budget Allocation:

As per letter No., F18(I-51)IWMP/WDSC/2010-11/2121-2460 Dated 14.09.2010

issued by Directorate of Watershed Development and Soil Conservation

Department, Rajasthan Jaipur, the component wise total fund distribution for

IWMP-V project having effective area of 4330 ha are as follows:

S.No. Name of Activity Budget

Head (%)

Amount

(lacs)

I. ADMINISTRATIVE COST

(WDT & Secretary Honorarium, Office

Expenses, Jeep Hiring etc.)

10 51.96

II. MONITORING 1 5.196

iii. EVALUATION 1 5.196

PREPATORY PHASE

IV. ENTRY POINT ACTIVITY 4 20.784

V. INSTITUTION & CAPACITY BUILDING 5 25.98

VI. DETAILED PROJECT REPORT (DPR) 1 5.196

WATERSHED WORK PHASE

VII. NATURAL RESOURCE MANAGEMENT

(NRM)

56 290.976

VIII. LIVILIHOOD ACTIVITIES FOR ASSETLESS

PERSONS

9 46.76

IX. PRODUCTION SYSTEM &

MICROENTERPRISES

10 51.96

X. CONSOLIDATION PHASE 3 15.588

TOTAL 100 519.60

It has been clarified in the above order/direction that the above percentage

represents the maximum limit and any saving under any component should be

utilized for watershed development works only.

The Total Abstract of Cost with convergence and Committee/Gram

Panchayat wise Abstract of Cost are enclosed.


Conservation measures for arable land S.

No. Activity Unit Quantity Unit

cost Total cost


Conver- gence Fund


Reference

I. ADMINISTRATIVE COST

(10%)

((Honararium of Watershed

Development Team, Secretary of

WC, Office Expenses, Jeep

Hiring etc.)

51.960 51.960

II MONITORING (1%) 5.1960 5.1960

III EVALUATION (1 %) 5.1960 5.1960

SUB TOTAL (I+II+III) 62.3520 62.3520

W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY (4

%)

(Solar Light,Water Harvesting

Structure,Cause way,Saftey

wall etc.)

20.7840 20.7840

Estimate

No. 1 to 4

V TRAININGS & CAPACITY

BUILDING (ICB) 5 %

25.980 25.980

VI DETAILED PROJECT

REPORT (1 %)

5.1960 5.1960

SUB TOTAL (IV+V+VI) 51.9600 51.9600


VII NATURAL RESOURCE

MANAGEMENT (NRM) (56

%)

1 ARABLE CONSERVATION WORK

i. Earthen Bund TYPE "A"(SLOPE

0-1%) meter 38539 49 18.88 18.88 30.00

Estimate

No. 4

ii. Waste weir Nos 250 13900 34.75 34.75 Estimate

No. 5

iii. Gully Control Structure "A" Nos 35 10000 3.50 3.50 Estimate

No. 26

iv. Gully Control Structure "B" Nos 40 13300 5.32 5.32 Estimate

No. 27

v. Gully Control Structure "C" Nos 25 29000 7.25 7.25 Estimate

No. 28

2 NON ARABLE CONSERVATION WORK

i. PASTURE DEVLOPMENT hecta

re 20 33700 6.74 6.74

Estimate

No. 11

ii STAGGERED TRENCHES hecta

re 25 20500 5.13 5.13

Estimate

No. 15

iii DIVERSION CHANNEL meter 694 162 1.12 1.12 Estimate

No. 12

iv WHS Type "A" Nos 35 68000 23.80 23.80 Estimate

No. 13

v WHS Type "B" Nos 32 111100 35.55 35.55 Estimate

No. 14

vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 21.95 Estimate

No. 16

3 DRAINAGE LINE TREATMENT

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 0.85 Estimate

No. 18

ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 1.16 Estimate

No. 17

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 1.94 Estimate

No. 19


S. No.

Activity Unit Quantity Unit cost

Total cost


Conver- gence Fund


Reference

iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 5.06 Estimate

No. 20

v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 8.70 Estimate

No. 21

vi.

MASONARY WATER

HARVESTING STRUCTURE

'A'

Nos 5 233000 11.65 11.65 Estimate

No. 22

vii. MASONARY WATER


'B'

Nos

7 299000 20.93 20.93 Estimate

No. 23

viii

MASONARY WATER


'C'

Nos 7 462000 32.34 32.34 Estimate

No. 24

ix.

MASONARY WATER


'D'

Nos 5 528000 26.40 26.40 Estimate

No. 29

x.

MASONARY WATER


'E'

Nos 2 897000 17.94 17.94 Estimate

No. 30

SUB TOTAL (Natural

Resource Management) 290.976 290.976

VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD

ACTIVIVITIES FOR ASSET

LESS PERSON

Revolving fund to SHG Nos

142 25000 35.5 35.5

Revolving Fund to Individual

Enterprises Nos 18 25000 4.5 4.5

Grant in aid for SHG

Federation Nos 4 169000 6.76 6.76

(Karigar, Tailoring, white

Wash & Paint, Masala Udoyg,

Bicycle, Mobile, Pott

b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)

Animal Health Camps Nos 12 24000 2.88 2.88

Provision of sand/pande Nos 4 45000 1.8 1.8

Fodder demonstruction Nos 692 800 5.54 5.54

c. PRODUCTION SYSTEM

(For Kharif, Rabi Season and

for Horticulture Plantation)

Demonstruction 25.00

- Kharif Nos 720 3000 21.60 21.60 15.00

-

Rabi Nos 450 2875 12.94 12.94 10.00

Horticulture activity 15.00

- Anar Nos 4 21915 0.88 0.88 5.00

- Guava Nos 3 36703 1.10 1.10 4.00

- Nimbu Nos 3 33622 1.01 1.01 3.00

- Papaya Nos 2 32100 0.64 0.64 3.00

Vegetable minikit Nos 172 300 0.52 0.52 -

Agro Forestry Nos 42 7300 3.07 3.07 -

SUB TOTAL (VIII a,b,c) 19 % 98.7239 98.7239

IX CONSOLIDATED PHASE (3

%) 15.588 15.588

GRAND TOTAL 519.60 519.60


S.No. Name of Department Amount

1 MNREGS 30.00

2 ANIMAL HUSBANDRY 10.22

3 SOCIAL WELFARE 20.00

4 Rudsel/ILFS 0

5 OTHERS 0

6 HORTICULTURE 15.00

7 AGRICULTURE 25.00

8 FISHARIES DEPTT. 0

Grand Total 100.22

WDT (ENGG.) WDT (Ag.) WDT (Vet.) WDT (Soc.)




CHAPTER -V ANNUAL ACTION PLAN

A. PROJECT FUND

S. N.

NAME OF ACTIVITY Unit Qty. Unit Cost

Total Amount

2010-11 2011-12 2012-13 2013-14 2014-15 2015-16

FIRST YEAR FIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR

FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN

I. ADMINISTRATIVE COST (10%)

(Honararium of Watershed Development Team, Secretary of WC, Office Expenses, Jeep Hiring etc.)

51.960

0.5

10.292 10.292 10.292 10.292 10.292

II MONITORING (1%) 5.196

0 1.0392 1.039 1.039 1.039 1.039

III EVALUATION (1 %) 5.196

0 0 1.732 1.732 1.732

SUB TOTAL (I+II+III) 62.3520 0.500 11.331 11.331 13.063 13.063 13.063

W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY (4 %)

(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform, Safety Wall, Rain Water Harvesting Structure etc.)

20.7840 6.26 14.5240 0 0 0 0

V TRAININGS & CAPACITY BUILDING (ICB) 5 %

25.9800

0 5.196 5.196 5.196 5.196 5.196

VI DETAILED PROJECT REPORT (1 %) 5.1960

3.11 2.0860 0.000 0 0 0

SUB TOTAL (IV+V+VI) 51.9600

9.370 21.806 5.196 5.196 5.196 5.196


VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)

1 ARABLE CONSERVATION WORK

i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721

ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688

iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800


S. N.


Total Amount

2010-11 2011-12 2012-13 2013-14 2014-15 2015-16



iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330

v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740

2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000

i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685

ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230

iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281

iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440

v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888

vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.427

3 DRAINAGE LINE TREATMENT 0 0.000

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427

ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971

iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266

v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174

vi. MASONARY WATER HARVESTING STRUCTURE 'A'

Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330

vii. MASONARY WATER HARVESTING STRUCTURE 'B'

Nos 7 299000 20.930

0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990

viii MASONARY WATER HARVESTING STRUCTURE 'C'

Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620

ix. MASONARY WATER HARVESTING STRUCTURE 'D'

Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280

x. MASONARY WATER HARVESTING STRUCTURE 'E'

Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970


S. N.


Total Amount

2010-11 2011-12 2012-13 2013-14 2014-15 2015-16



SUB TOTAL (Natural Resource Management) 290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000

VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)

b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)

c. PRODUCTION SYSTEM & MICROENTERPRISES (For Kharif, Rabi Season and for Horticulture Plantation)

SUB TOTAL (VIII a,b,c) 19 % 98.724

0 0 24.681 24.681 24.681 24.681

IX CONSOLIDATED PHASE (3 %) 15.588

0 0 0 0 0 15.588

TOTAL PROJECT FUND 519.60 9.87 33.14 77.58 200.07 140.42 58.53

WDT (ENGG.) WDT (Ag.) WDT (Vet.) WDT (Soc.)



5.2 Convergence Plan:

For the development of villages, various works are being done through different

departments mainly Agriculture, Horticulture, MGNREGA, Animal Husbandry etc. The

complete development works can not be done in the sanctioned cost/amount. The various

defined works, which are necessary in water shed development, can be done through these

departments by their budget allocations.

After discussing with Agriculture, Horticulture, MGNREGA, Animal Husbandry

department at block level as per need of the area the works have been taken up and action

plan has been prepared

5.2.1 Convergence with Agriculture/Horticulture Department

In the State and Centre Sector Schemes, for improvement in production level of

different crops and minimize cost of cultivation, various schemes are organized by

Agriculture/Horticulture Department. The various schemes are:

a. Free seed minikit distribution: Seed minikits of newly released varieties are

distributed to small and marginal farmers for 0.1 to 0.2 hectare area with the

purpose to increase in productivity of cereals, pulses and oilseeds and to increase

Seed Replacement Rate by certified seeds. Minikits are distributed in Kharif season

are improved hybrid varieties of Bajra, Guar and Groundnut, whereas in Rabi

Season are Wheat, Barley, Gram and Mustard.

b. Certified seed distribution: Certified seed from RSSC/NSS are distributed in the

area to improve SRR and ultimately increase in productivity of crops. The main

aim is to increase in production level of different crops in scarce condition and to

adopt dry farming practices by farmers by using high yielding varieties instead of

local varieties. This is taken through KVSS/GSS and private dealers.

c. Subsidy on pipeline: Presently the irrigation methods used by farmers are not so

scientifically as flow system in which wastage of water are very high. The

subsidies are given to the farmers on purchasing ISI-approved HDPE/PVC pipe

line of 63mm to 90mm diameter. The subsidies are given to all categories of

farmers at the rate of Rs. 18.75 per meter up to 800 meter per farmer.

d. Subsidy on gypsum: To all categories of farmers, on the basis of soil testing report

for reclamation of alkaline soils, the 50% subsidy are given on total cost of

Gypsum. Gypsum subsidy should also be given to the farmers growing Wheat,

Pulses and Oilseed.


e. Establishment of farmers field school (FFS): The farmers Field School are to

be established on the compact block of 5 demonstration each of 0.4 hectare. In

the FFS out of 5 demonstration farmers 25 other farmers are to be included. The

total of 30 farmers group which have interest to learn full scientific package of

practices of crop production. Each FFS have five training days: before sowing

of demonstration crop; after sowing and germination of demonstration crops; at

the time of irrigation and weed control; at grain filling stage of crop: and at

maturity stage of crop. Training toiven by Agriculture Officer, Scientist and

Lecturer. Farmers problem are given to research stations and improved practices

of scientific Agriculture are given to the farmers.

f. Soil and water testing: Before every crop season like Kharif and Rabi, soil and

water testing are to be done for evaluating the actual fertility position of field

and requirement of fertilizer for irrigation. So that fertilizer quantity and quality

are used as per recommendations given by laboratory for taking maximum

production level in particular field and crop. Soil health card are given to the

farmer having all recommendation of fertilizer for a whole year as they take all

crop in Kharif and Rabi season.

g. Subsidy on plant protection equipments: 50% subsidy are given to all

categories of farmers on Plant Protection equipments like Knapsack Sprayer,

Dusters, Foot Sprayer and Power Operated Sprayers of ISI mark and approved

qualities.

h. Subsidy on Agricultural Implements: The subsidy are given to all categories

of farmers on purchasing improved and new Agriculture Implements, 25-50%

subsidy are given according to quality of implement like hand operated hoeing

implement, bullock drawn bund farmer, tractor drawn seed drill machine, chaff

cutter, harrows, 2 and 3 disc plow having 25% subsidy whereas three row

bullock drawn seed drill, tractor drawn seed cum fertilizer drill, etc. have 50%

subsidy.

i. Horticulture (National Horticulture Mission): Subsidy are given on inputs

like seed, fertilizers and plant protection chemicals for growing spices and

medicinal crops in the National Horticulture Mission by Horticulture

Department. Such demonstrations are layed out in Methi, Chilli and Allovera

crops. 50% Subsidies are given on total cost of input used in the demonstration.


j. Subsidy on sprinkler set: For the effective irrigation in the sandy soils the

sprinkler system were recommended to the farmers. From 0.5 to 5.0 hectares

land holding, subsidy of 50% on the cost of sprinkler set are given. Sprinkler set

model vary according to land like for 1.0 hectare land there are 30 HDPE ISI

approved pipe of 6 meter long and 3 meter pipe along 5 nozzle set and other

accessories. Subsidy is given on the sprinkler set is 50% or Rs. 7150, which

ever is less. For 5.0 hectare land holding farmer, can purchase 60 pipes of 6

meter and 15 nozzle set with accessories having subsidy 50% or Rs. 15500/-

which ever is less.

k. Subsidy on drip irrigation: The drip irrigation is most effective and water

saving irrigation method. Drip irrigation system can be installed for fruit

orchard and for vegetable farming from 0.5 to 5.0 hectare land area. The

subsidy is given upto 70% of the total cost upto Rs. 23000 per hectare in

orchard plantations and Rs. 114000 per hectares for vegetable farming.

l. Subsidy on fruit orchard plantation: Subsidy are given to the farmers for

establishment of a new orchard systematically and in scientific way. There are 6

fruit plant can be taken in NHM, which are Anwla, Ber, Papaya, Citrus, Beel

and Anar. The grafted seedlings are provided to the farmers on 75% subsidy

after which 75% subsidy are given for fertilizer, plant Protection Chemicals and

for digging pits for planting. This subsidy varies from Rs. 22000 to 40000 per

hectares for different fruit crops. Drip set subsidy is given separate for

establishment in orchard.

m. Establishment of Nursery: Subsidy is given for establishing a module nursery

in scientifically and propagation of fruit plant and sold to the farmers. 50% on

total cost, subsidies are given, which varies from Rs. 1.5 to 9.0 lacs for 4.0

hectares land area.

o. Training for horticulture works: The training are given to youth farmers

interesting to learn horticulture works like grafting, budding and other

horticulture works. Three months to one year training programme is held,

according to the farmers choice and interest. The espenditure of the training is

borne by horticulture department through National Horticulture Mission. The

Krishi Vighyan Kendra) of each district, organizes the training programme.


p. Vermicompost: Vermicompost is an organic manure (bio-fertilizer) produced

as the vermicast by earth worm feeding on biological waste material; plant

residues. This compost is an odorless, clean, organic material containing

adequate quantities of N, P, K and several micronutrients essential for plant

growth. Vermi compost is a preferred nutrient source for organic farming. It is

eco-friendly, non-toxic, consumes low energy input for composting and is a

recycled biological product. In each Gram Panchayat of the project area, 10-12

farmers will be selected. They will be trained with installing the vermin

compost unit in their field.


CHAPTER VI EXPECTED OUT COMES

By the end of the project, in the project area, it is expected that the water level in the

wells increases considerably and sufficient water for man and productivity should be

increased after the completion of the project. Few parameters which are expected to be

increased after the completion of completion as the project are as follow:

By the end of the project, in the project area, it is expected that the water level

in the wells increases considerably and sufficient water for man and productivity

should be increased after the completion of the project. Few parameters which are

expected to be increased after the completion of completion as the project are as

follow :

S.

No.

Item Unit of

measurement

Pre-project

status

Expected

Post-project

status

Remarks

1 2 3 4 5 6

1 Status of water table

(Depth to ground water

level)

Meters 90-105 60-75

2 Ground water structures

repaired/rejuvenated

No

3 Quality of drinking water Description Average Good

4 Availability of drinking

water

Description 3-4 Year 7-10 Year

5 Change in irrigated Area Ha 2591 3627.40

6 Change in cropping/land

use pattern

Description - -

7 Area under agricultural

crop

2644 3701.6

I. Area under single crop Ha 2339 3274.6

II. Area under double crop Ha 305 427

8 Change in cultivated Area Ha 4330 60626

9 yield of

major crops

of area

Yield of Bajra q/ha 26764.96 37470.94

Yield of Wheat q/ha 1749.56 2449.384

Yield of Gram q/ha 368.44 515.81

Yield of Mustard q/ha 203.01 284.21

10

Production

of major

Production of Bajra Ton 1636 2290.4

Production of Wheat Ton 916.80 1283.52

Production of Gram Ton 244 341.6


S.

No.

Item Unit of

measurement

Pre-project

status

Expected

Post-project

status

Remarks

1 2 3 4 5 6

crops of

area

Production of Mustard Ton 201 281.4

11 Area under horticulture Ha 12 16.00

12 Area under Fodder Ha 692 800

13 Fodder production Q/Kg. 23138565 42070119

14 Milk production Litres/day 3-735 4-10

Liters/day

Pro. Provd Expected

(a) Cow 5 Kg/Day 6 Kg/Day

(b) Buffelo 7 Kg/Day 9 Kg/Day

(c) Goat 1.5 2 Kg/Day

15 SHGs Active No. 692 4

16 No. of livelihoods No. 23138565

17 Income Rs. In Lacs 0.45/p.family 0.60

P.Family

18 Migration No. 752 510

19 SHG Federations formed No.

During the project period (5-7 years), the various activities will be done. The

natural resource management activities will be done in between the project phase. The

proposed NRM works in arable, non arable land and drainage line treatment will

increase the water table, production of agriculture/horticulture crops. Similarlary the

livestock will increase the milk production. The year wise various outcomes of the

project are as follows:





Progress Institutional arrangements

• No of WDT members placed : 02

• No. of WC constituted : 05

• No. of WC whose Account opened : 05









ftys dk uke djkSyh

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tyxzg.k {ks= dk uke IWMP-Vdqy ykxr jkf'k tyxzg.k {ks= ls 519.60 yk[k

o fd;k tkus okyk izLrkfor {ks=Qy 4330 gSDVs;j

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la[;k y{; Other y{; y{; y{; y{; Scheme

1 ekbØks m|e

A LIVE STOCKA.I. No. - 3795 No 5689 3795 0 5689 0A.H. Camp - 30 No 3000 30 0.01 3000 0eqxhZikyu 29 29 No 41000 0 0.00 28 1.50 41.00 Animal Hus.

eNyh ikyu 19 19 No 94000 0 0.00 19 5.00 940.00 Fisher

Lo;a lgk;rk lewg (R/F) 331 38 No 4.100 38 0.10 4100 0 0.10 0.00 WS

mPp f'k{kk 580 580 No 50.2 0 0.00 580 0.10 580.00 Social Welfare

rduhdh izf'k{k.k 2288 2288 No 228800 0 0.00 2288 0.10 228.80 Rudset

lkekftd lgk;rk 2275 2275 No 90020 0 0.00 2275 0.04 90.02 Social Welfare

i'kq chek ;kstuk 875 9750 No 40.5 0 0.00 9750 0.00 40.50 Animal Hus.

mi;ksx 6397 14979 0 453915 38 0.1 4100 14940 6.844 1920.32

Animal Husbandry Campa. Dewormer/anthelmentic, stomachic Medicines 40%b. Antibiotics/Life Saving Drugs 16%c. Analgesics Drugs 3%d. Antidiarhoeal, astringent, antibicat & B Complex 4%e. Medicines for infertility cases (Harmonas) 4%f. Medicines for first aid (Cotton Bandage, 12% Betadine Phenyl., Essential instruments etc.)h. Mineral mixture 21%

Total 100%

Expenditure of maximum Rs. 24000/- per camp for each 5000 watershed area :-I. Publicity Rs. 600/-II. Hiring of Vehicle/POL Rs. 2400/-III. Medicines/equipments Rs. 20000/-IV. Miscellaneous Rs. 1000/-

Total Rs. 24000/-

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Total Target From W/S Other Scheme

S.No. Particulars Qty. Unit Rate Amount1 Supplying & fixing Solar Lights 25 Nos. 24109.00 602725.00

2 Construction of WHS with Waste wier

18 Nos. 42000.00 756000.00

3 Construction of Tanki & Khed 7 Nos. 70000.00 490000.00

4 Construction of Tanki 5 Nos. 46000.00 230000.00

Total 2078725.00

Abstract of Entry Point Activities

I. ADMINISTRATIVE COST (10%)Project Cost

519.6

((Honararium of Watershed Development Team, Secretary ofWC, Office Expenses, Jeep Hiring etc.) 51.960



62.3520

W/S PREPARATORY PHASE IV ENTRY POINT ACTIVITY (4 %)

(Solar Light,Water Harvesting Structure,Cause way,Safteywall etc.)

20.7840Estimate No. 1 to 4

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.980


51.9600

WATERSHED WORK PHASEVII NATURAL RESOURCE MANAGEMENT (NRM) (56%)

1 ARABLE CONSERVATION WORKi. Earthen Bund TYPE "A" meter 38539 49 18.88 Estimate No. 4

ii. Waste weir Nos 250 13900 34.75 Estimate No. 5iii. Gully Control Structure "A" Nos 35 10000 3.50 Estimate No. 26iv. Gully Control Structure "B" Nos 40 13300 5.32 Estimate No. 27v. Gully Control Structure "C" Nos 25 29000 7.25 Estimate No. 28

2 NON ARABLE CONSERVATION WORKi. PASTURE DEVLOPMENT hectare 20 33700 6.74 Estimate No. 11ii STAGGERED TRENCHES hectare 25 20500 5.13 Estimate No. 15

iii DIVERSION CHANNEL meter 694 162 1.12 Estimate No. 12iv WHS Type "A" Nos 35 68000 23.80 Estimate No. 13v WHS Type "B" Nos 32 111100 35.55 Estimate No. 14

vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 Estimate No. 163 DRAINAGE LINE TREATMENT

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 Estimate No. 18ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 Estimate No. 17

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 Estimate No. 19iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 Estimate No. 20v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 Estimate No. 21

vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.65 Estimate No. 22vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.93 Estimate No. 23viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.34 Estimate No. 24ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.40 Estimate No. 29x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.94 Estimate No. 30

290.976 290.976VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS SORevolving fund to SHG Nos 142 25000 35.5

Revolving Fund to Individual Enterprises Nos 18 25000 4.5Grant in aid for SHG Federation Nos 4 169000 6.76

SUB TOTAL (I+II+III)

SUB TOTAL (IV+V+VI)

SUB TOTAL (Natural Resource Management)

CHAPTER -IV

ABSTRACT OF COST

S. N. NAME OF ACTIVITY Unit Qunatity Rate Amount (in lacs) Reference

CHAPTE VI Sapotra IWMP-V 6-3


b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)Animal Health Camps Nos 12 24000 2.88Provision of sand/pande Nos 4 45000 1.8Fodder demonstruction Nos 692 800 5.54

c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation)Demonstruction - Kharif Nos 720 3000 21.60 - Rabi Nos 450 2875 12.94Horticulture activity - Anar Nos 4 21915 0.88 - Guava Nos 3 36703 1.10 - Nimbu Nos 3 33622 1.01 - Papaya Nos 2 32100 0.64Vegetable minikit Nos 172 300 0.52Agro Forestry Nos 42 7300 3.07

98.7239IX CONSOLIDATED PHASE (3 %) 15.58800

GRAND TOTAL 519.60

S.No. Name of Department Amount1 MNREGS 290.97642 ANIMAL HUSBANDRY 10.223 SOCIAL WELFARE 46.754 Rudsel/ILFS -5 OTHERS 0.01126 HORTICULTURE 7.205357 AGRICULTURE 34.53758 FISHARIES DEPTT.


WDT (ENGG.) WDT(Ag.) WDT(Vet.) WDT(Soc.)

SUB TOTAL (VIII a,b,c) 19 %


A. PROJECT FUND

FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FINI. ADMINISTRATIVE COST (10%)

(Honararium of Watershed Development Team, Secretary of WC, OfficeExpenses, Jeep Hiring etc.) 51.960 0.5 10.292 10.292 10.292 10.292 10.292

II MONITORING (1%) 5.196 0 1.0392 1.039 1.039 1.039 1.039III EVALUATION (1 %) 5.196 0 0 1.732 1.732 1.732

62.3520 0.500 11.331 11.331 13.063 13.063 13.063W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY (4 %)(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform,Safety Wall, Rain Water Harvesting Structure etc.)

20.7840 6.26 14.5240 0 0 0 0

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.9800 0 5.196 5.196 5.196 5.196 5.196VI DETAILED PROJECT REPORT (1 %) 5.1960 3.11 2.0860 0.000 0 0 0

51.9600 9.370 21.806 5.196 5.196 5.196 5.196WATERSHED WORK PHASE

VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)1 ARABLE CONSERVATION WORK

i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688

iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740

2015-16FOURTH YEAR FIFTH YEAR

2012-13 2014-15SECOND YEAR

Qty. Total Amount

Unit Cost

UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR


SUB TOTAL (IV+V+VI)

CHAPTER -VANNUAL ACTION PLAN

THIRD YEAR2010-11 2013-14




2012-13 2014-15SECOND YEAR

Qty. Total Amount

Unit Cost

UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR THIRD YEAR

2010-11 2013-14

2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230

iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888

vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.4273 DRAINAGE LINE TREATMENT 0 0.000

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174

vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.930 0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970

290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)Revolving fund to SHG Nos 142 25000 35.5 55 13.75 55 14 55 13.75Revolving Fund to Individual Enterprises Nos 18 25000 4.5 7 1.75 7 2 7 1.75Grant in aid for SHG Federation Nos 4 169000 6.76 1 2.005 2 4.01 1 2.005

b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER) 0Animal Health Camps Nos 12 24000 2.88 5 1.2 4 0.96 4 0.96Provision of sand/pande Nos 4 45000 1.8 2 0.9 2 0.9 1 0.45Fodder demonstruction Nos 692 800 5.536 270 2.16 270 2.16 270 2.16

c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation) 0Demonstruction - Kharif Nos 720 3000 21.6 213 6.3900 213 6.3900 212 6.3600 212 6.3600 - Rabi Nos 450 2875 12.9375 134 3.8525 134 3.8525 134 3.8525 134 3.8525Horticulture activity - Anar Nos 4 21915 0.8766 2 0.44 1 0.22 1 0.22 1 0.22 - Guava Nos 3 36703 1.10109 1 0.366667 1 0.366667 1 0.366667 - Nimbu Nos 3 33622 1.00866 1 0.336667 1 0.336667 1 0.336667 - Papaya Nos 2 32100 0.642 1 0.32 1 0.32 0 0 0 0Vegetable minikit Nos 172 300 0.516 45 0.135754 45 0.135754 45 0.135754 44 0.132737Agro Forestry Nos 42 7300 3.066 12 0.875745 12 0.875745 12 0.875745 11 0.802766

98.724 0 0 24.681 24.681 24.681 24.681IX CONSOLIDATED PHASE (3 %) 15.588 0 0 0 0 0 15.588






ftys dk uke djkSyh

iapk;r lfefr dk uke liksVjk

tyxzg.k {ks= dk uke IWMP-Vdqy ykxr jkf'k tyxzg.k {ks= ls 519.60 yk[k

o fd;k tkus okyk izLrkfor {ks=Qy 4330 gSDVs;j

Ø- xfrfof/k dk uke ifjokjksa Name ofla- dh HkkSfrd ;wfuV W/s + HkkSfrd nj foRrh; HkkSfrd nj foRrh; Other


1 ekbØks m|e

A LIVE STOCKA.I. No. - 3795 No 5689 3795 0 5689 0A.H. Camp - 30 No 3000 30 0.01 3000 0eqxhZikyu 29 29 No 41000 0 0.00 28 1.50 41.00 Animal Hus.

eNyh ikyu 19 19 No 94000 0 0.00 19 5.00 940.00 Fisher

Lo;a lgk;rk lewg (R/F) 331 38 No 4.100 38 0.10 4100 0 0.10 0.00 WS

mPp f'k{kk 580 580 No 50.2 0 0.00 580 0.10 580.00 Social Welfare

rduhdh izf'k{k.k 2288 2288 No 228800 0 0.00 2288 0.10 228.80 Rudset

lkekftd lgk;rk 2275 2275 No 90020 0 0.00 2275 0.04 90.02 Social Welfare

i'kq chek ;kstuk 875 9750 No 40.5 0 0.00 9750 0.00 40.50 Animal Hus.

mi;ksx 6397 14979 0 453915 38 0.1 4100 14940 6.844 1920.32

Animal Husbandry Campa. Dewormer/anthelmentic, stomachic Medicines 40%b. Antibiotics/Life Saving Drugs 16%c. Analgesics Drugs 3%d. Antidiarhoeal, astringent, antibicat & B Complex 4%e. Medicines for infertility cases (Harmonas) 4%f. Medicines for first aid (Cotton Bandage, 12% Betadine Phenyl., Essential instruments etc.)h. Mineral mixture 21%

Total 100%

Expenditure of maximum Rs. 24000/- per camp for each 5000 watershed area :-I. Publicity Rs. 600/-II. Hiring of Vehicle/POL Rs. 2400/-III. Medicines/equipments Rs. 20000/-IV. Miscellaneous Rs. 1000/-

Total Rs. 24000/-

lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr IWMP-V tyxzg.k {ks= dh o"kZokj okf"kZd dk;Z ;kstuk


S.No. Particulars Qty. Unit Rate Amount1 Supplying & fixing Solar Lights 25 Nos. 24109.00 602725.00

2 Construction of WHS with Waste wier

18 Nos. 42000.00 756000.00

3 Construction of Tanki & Khed 7 Nos. 70000.00 490000.00

4 Construction of Tanki 5 Nos. 46000.00 230000.00

Total 2078725.00

Abstract of Entry Point Activities

I. ADMINISTRATIVE COST (10%)Project Cost

519.6

((Honararium of Watershed Development Team, Secretary ofWC, Office Expenses, Jeep Hiring etc.) 51.960



62.3520

W/S PREPARATORY PHASE IV ENTRY POINT ACTIVITY (4 %)

(Solar Light,Water Harvesting Structure,Cause way,Safteywall etc.)

20.7840Estimate No. 1 to 4

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.980


51.9600

WATERSHED WORK PHASEVII NATURAL RESOURCE MANAGEMENT (NRM) (56%)

1 ARABLE CONSERVATION WORKi. Earthen Bund TYPE "A" meter 38539 49 18.88 Estimate No. 4

ii. Waste weir Nos 250 13900 34.75 Estimate No. 5iii. Gully Control Structure "A" Nos 35 10000 3.50 Estimate No. 26iv. Gully Control Structure "B" Nos 40 13300 5.32 Estimate No. 27v. Gully Control Structure "C" Nos 25 29000 7.25 Estimate No. 28

2 NON ARABLE CONSERVATION WORKi. PASTURE DEVLOPMENT hectare 20 33700 6.74 Estimate No. 11ii STAGGERED TRENCHES hectare 25 20500 5.13 Estimate No. 15

iii DIVERSION CHANNEL meter 694 162 1.12 Estimate No. 12iv WHS Type "A" Nos 35 68000 23.80 Estimate No. 13v WHS Type "B" Nos 32 111100 35.55 Estimate No. 14

vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 Estimate No. 163 DRAINAGE LINE TREATMENT

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 Estimate No. 18ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 Estimate No. 17

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 Estimate No. 19iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 Estimate No. 20v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 Estimate No. 21

vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.65 Estimate No. 22vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.93 Estimate No. 23viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.34 Estimate No. 24ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.40 Estimate No. 29x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.94 Estimate No. 30

290.976 290.976VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS SORevolving fund to SHG Nos 142 25000 35.5

Revolving Fund to Individual Enterprises Nos 18 25000 4.5Grant in aid for SHG Federation Nos 4 169000 6.76


SUB TOTAL (IV+V+VI)


CHAPTER -IV

ABSTRACT OF COST




b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)Animal Health Camps Nos 12 24000 2.88Provision of sand/pande Nos 4 45000 1.8Fodder demonstruction Nos 692 800 5.54

c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation)Demonstruction - Kharif Nos 720 3000 21.60 - Rabi Nos 450 2875 12.94Horticulture activity - Anar Nos 4 21915 0.88 - Guava Nos 3 36703 1.10 - Nimbu Nos 3 33622 1.01 - Papaya Nos 2 32100 0.64Vegetable minikit Nos 172 300 0.52Agro Forestry Nos 42 7300 3.07

98.7239IX CONSOLIDATED PHASE (3 %) 15.58800

GRAND TOTAL 519.60

S.No. Name of Department Amount1 MNREGS 290.97642 ANIMAL HUSBANDRY 10.223 SOCIAL WELFARE 46.754 Rudsel/ILFS -5 OTHERS 0.01126 HORTICULTURE 7.205357 AGRICULTURE 34.53758 FISHARIES DEPTT.





A. PROJECT FUND

FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FINI. ADMINISTRATIVE COST (10%)

(Honararium of Watershed Development Team, Secretary of WC, OfficeExpenses, Jeep Hiring etc.) 51.960 0.5 10.292 10.292 10.292 10.292 10.292

II MONITORING (1%) 5.196 0 1.0392 1.039 1.039 1.039 1.039III EVALUATION (1 %) 5.196 0 0 1.732 1.732 1.732

62.3520 0.500 11.331 11.331 13.063 13.063 13.063W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY (4 %)(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform,Safety Wall, Rain Water Harvesting Structure etc.)

20.7840 6.26 14.5240 0 0 0 0

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.9800 0 5.196 5.196 5.196 5.196 5.196VI DETAILED PROJECT REPORT (1 %) 5.1960 3.11 2.0860 0.000 0 0 0

51.9600 9.370 21.806 5.196 5.196 5.196 5.196WATERSHED WORK PHASE

VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)1 ARABLE CONSERVATION WORK

i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688

iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740


2012-13 2014-15SECOND YEAR

Qty. Total Amount

Unit Cost

UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR


SUB TOTAL (IV+V+VI)

CHAPTER -VANNUAL ACTION PLAN

THIRD YEAR2010-11 2013-14




2012-13 2014-15SECOND YEAR

Qty. Total Amount

Unit Cost

UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR THIRD YEAR

2010-11 2013-14

2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230

iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888

vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.4273 DRAINAGE LINE TREATMENT 0 0.000

i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582

iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174

vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.930 0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970

290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)Revolving fund to SHG Nos 142 25000 35.5 55 13.75 55 14 55 13.75Revolving Fund to Individual Enterprises Nos 18 25000 4.5 7 1.75 7 2 7 1.75Grant in aid for SHG Federation Nos 4 169000 6.76 1 2.005 2 4.01 1 2.005

b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER) 0Animal Health Camps Nos 12 24000 2.88 5 1.2 4 0.96 4 0.96Provision of sand/pande Nos 4 45000 1.8 2 0.9 2 0.9 1 0.45Fodder demonstruction Nos 692 800 5.536 270 2.16 270 2.16 270 2.16

c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation) 0Demonstruction - Kharif Nos 720 3000 21.6 213 6.3900 213 6.3900 212 6.3600 212 6.3600 - Rabi Nos 450 2875 12.9375 134 3.8525 134 3.8525 134 3.8525 134 3.8525Horticulture activity - Anar Nos 4 21915 0.8766 2 0.44 1 0.22 1 0.22 1 0.22 - Guava Nos 3 36703 1.10109 1 0.366667 1 0.366667 1 0.366667 - Nimbu Nos 3 33622 1.00866 1 0.336667 1 0.336667 1 0.336667 - Papaya Nos 2 32100 0.642 1 0.32 1 0.32 0 0 0 0Vegetable minikit Nos 172 300 0.516 45 0.135754 45 0.135754 45 0.135754 44 0.132737Agro Forestry Nos 42 7300 3.066 12 0.875745 12 0.875745 12 0.875745 11 0.802766

98.724 0 0 24.681 24.681 24.681 24.681IX CONSOLIDATED PHASE (3 %) 15.588 0 0 0 0 0 15.588






S.No. Item Quantity Unit Rate Amount1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00

2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m

52.5 Cum 85.00 4462.50

3 Sowing of seed on bunds 300 Rm 0.59 177.00

4 Grass seedDhaman/Stylohemata 1 LS 40.00 40.00

4779.505 Contingency @ 3 % 143.39

4922.89Say 4923

49.00Per. M. Cost

(GKN BSR-2010 District Karauli)

ESTIMATE NO. 4

NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "A"

Cross section of bund - 0.525 sqm For length 100 M.

Grand Total

Sub Total

0.30

1.5:1

0.50

1.5:1

G.L G.L. 0.4 1.8

0.26

X-Section2.0

dz- la- bdkbZ nj lkexzh lfgr jkf'k

1

l[r] fpduh] dadj feêh esa

H.W. 1 6.00 2.50 3.00 45.000H.W.Ext. 2 5.00 2.50 3.00 75.000

S.W. 2 5.00 2.00 3.00 60.000T.W. 1 6.00 1.50 2.00 18.000Apron 1 6.00 3.50 1.00 21.000

219.000 ?ku QhV 92.00 570.596.202 ?ku eh- izfr ?kueh

2

iRFkj dh fxêh ds lkFk

H.W. 1 6.00 2.50 0.50 7.500H.W.Ext. 2 5.00 2.50 0.50 12.500

S.W. 2 5.00 2.00 0.50 10.000T.W. 1 6.00 1.50 0.50 4.500


3

lhesaV ctjh 1%6

H.W. 1 6.00 2.50 2.50 37.500

H.W.Ext. 2 5.00 2.50 2.50 62.500

S.W. 2 5.00 2.00 2.50 50.000

T.W. 1 6.00 1.50 1.50 13.500163.500 ?ku QhV 1456.00 6741.75

4.630 ?ku eh- izfr ?kueh

4

lhesaV ctjh 1%6

H.W. 1 6.00 2.00 0.750 9.000H.W.Ext. 2 5.00 2.00 1.350 27.000

S.W. 2 5.00 1.85 0.825 15.263T.W. 1 6.00 1.35 0.300 2.430


NAME OF WORK: CONSTRUCTION OF WASTE WEIR TYPE "A"

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks

dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao

Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50

ehVj dh nwjh rd fuLrkj.k djukA

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh@bZV

fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas

feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA

uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1 % 3] 1

% 6 ;k 1 % 8 elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ

vkfnA


ESTIMATE NO. 5

dk;Z fooj.k

vf/kjpuk es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1 % 3] 1 % 6 ;k 1 % 8

elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA

4-

dz- la- bdkbZ nj lkexzh lfgr jkf'k

h Z s Z f h h Z s

dk;Z fooj.k

5

Apron 1 6.00 3.60 0.50 10.800 ?ku QhV 593.00 181.370.306 ?ku eh- izfr ?kueh

6

H.W. 1 6.00 2.00 12.000H.W.Ext. 2 5.00 2.00 20.000

S.W. 2 2.00 1.85 7.400T.W. 1 6.00 1.35 8.100

47.500 oxZ QhV 215.00 948.744.413 oxZ eh- izfr oxZ eh-

7

Apron 1 6.00 3.60 0.100 2.16 ?ku QhV 2578.00 157.700.061 ?ku eh- izfr ?kueh

8

20 eh- eh-

H.W. 1 2 rjQ 6.00 0.75 9.000H.W.Ext. 2 2 rjQ 5.00 1.35 27.000

S.W. 2 2 rjQ 2.00 0.83 6.600T.W. 1 2 rjQ 6.00 0.30 3.600

46.200 oxZ QhV 94.00 403.454.292 oxZ eh- izfr oxZ eh-

dqy 13453.659 vkdfLed O;; 3 izfr'kr :i;s 403.61

dqy :i;s 13857.25ekuk 13900.00

15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr

mBku ds lkFk] vkiwfÙkZ ds lkFkA

50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh

4 iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxV`Vh ds lkFk feykdj Mkyuk]

dwVuk] nckuk rFkk rjkbZ vkfn lesr A

lhesaV dkØhaV 1 lhesaV] 3 ctjh rFkk 6 fxêh iRFkj dh 20 fe-eh- ukeh;

eki dh uhao es Mkyuk ,uhdV ds fy,A

lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks

dqjsnus rFkk rjkbZ lesrA

4-

No. L W D T.Q. Labour Material Total Labour Material Total1 pjkxkg {ks= esa fM+p de cUM+ [kqnkbZ dk;Z dBksj feV~Vh esa CUM. 0 1000 1.2 1 1200.00 82 92 110400 0 110400

2 lrr dUVj V~zspst dk fuek.kZ ¼dBksj feV~Vh esa½ CUM. 0 6000 0.6 0.3 1080.00 82 92 99360 0 993603 [kM~Ms+ [kqnkbZ dk dk;Z & lrr dUVj V~zspst esa NO. 10 4000.00 6.8 6.8 27200 0 27200

?kkl cht cqokbZ dk dk;Z

¼v-½ Vz~sDVj }kjk gdkbZ dk;Z HA. 10.00 30 259 289 2890 2890KG. 90.00 10.43 10.43 938.7 0 938.7

¼l-½ ?kkl cht dks Qsykus dk dk;Z MD 15.00 73 73 1095 0 1095cht cqokbZ cuk;s xk;s fjt ij rhuksa ykbZuksa esa 0.00 0 0¼v-½ lrr dUVj V~zspst ds cUM+ ij ¼/kke.k@geSVk½ M. 0 6000 0 0 6000.00 0.59 0.59 3540 0 3540¼c-½ M+hlhch cUM+ ij ¼dsLVj]M+hch]jrutksr½ M. 2000 2000.00 0.59 0.59 1180 0 1180ikS/ks dk ifjogu ¼30 fdeh yhM+ ls½ e; yksfM+x o vuyksfM+x lfgr

& izFke o"kZNO. 4000 4000.00 1.35 1.35 5400 5400

ikS/ks dk ifjogu ¼30 fdeh yhM+ ls½ e; yksfM+x o vuyksfM+x lfgr

& f}rh; o"kZNO. 800 800.00 1.35 1.35 1080 1080

ikS/kkjksi.k djuk& lkekU; tehu ij ¼izFke o"kZ½ NO. 4000 4000.00 3.00 3 12000 0 12000ikS/kkjksi.k djuk& lkekU; tehu ij ¼f}rh; o"kZ½ 20 izfr'kr xsi

fQfyxaNO. 800 800.00 3.00 3 2400 0 2400

[kM~MkS+ dks fdVuk'kd@isLVhlkbZM+ ,oa QfVZykbZtj ls mipkj djuk NO. 0.00 0 0

¼v-½ fdVuk'kd@isLVhlkbZM+ NO. 4000 4000.00 0.3 0.30 1200 0 1200¼c-½ QfVZykbZtj NO. 4000 4000.00 0.15 0.15 600 0 600

9 ikS/ks dks ikuh fiykuk ¼15 yh- izfr ikS/kk½ & izFke o"kZ NO. 3 4000 12000.00 1.8 1.80 21600 0 21600

8

S.NO. ITEM OF WORK UNIT

400 X 0.45 X .45 X .45

6

7

NAME OF WORK: CONSTRUCTION OF PASTURE DEVELOPMENT WORK

ESTIMATE NO. 11


4

5

AMOUNTRATEDETAILS OF QUANTITY

No. L W D T.Q. Labour Material Total Labour Material TotalS.NO. ITEM OF WORK UNIT AMOUNTRATEDETAILS OF QUANTITY

10 ikS/kks dks fujkbZ xqM+kbZ 15 lseh xgjkbZ ,oa 45 lseh v)ZO;kl rd &

izFke o"kZNO. 1 4000 4000.00 1.2 1.20 4800 0 4800

11 ikS/kks gsrq ikuh dh lIykbZ ¼VSdj }kjk½ & Vz~SDVj e; Vsadj 4000 yh-

{kerk e; Mkz~bZoj ds & izFke o"kZTRIP. 3 15 45.00 225 225.00 0 10125 10125.00

lkekxzh dh ykxr & 0.00 0 0 0.00¼v-½ ikS/ks & izFke o"kZ NO. 4000 4000.00 2.5 2.50 0 10000 10000.00¼c-½ ikS/ks & f}rh; o"kZ NO. 800 800.00 2.5 2.50 0 2000 2000.00¼l-½ /kke.k?kkl cht KG. 60 60.00 150 150.00 0 9000 9000.00¼n-½ LVz~kbZyksesaVk cht KG. 40 40.00 50 50.00 0 2000 2000.00¼;-½ dsLVj lhM+ KG. 7 7.00 100 100.00 0 700 700.00¼y-½ jrutksr cht KG. 7 7.00 100 100.00 0 700 700.00¼o-½ ns'kh ccwy cht KG. 7 7.00 50 50.00 0 350 350.00¼j½ ;wfj;k@oehZ dEiksLV [kkn BAG 10 10.00 300 300.00 0 3000 3000.00¼g-½ ,yfM+Zu nok LTR. 10 10.00 250 250.00 0 2500 2500.00

286313.7 49745 336058.7

Rs /-

12

TOTAL33700SAY COST PER HACT.

DESIGN OF SEMI PUCCA BUND

Block - A

Elevation differenceSlope = x 100

Horizental length

S = 24 1001750

S = 1.37 %S 2

V.I = 3 x 0.3

V.I = 0.74 m H.I = 55 m

Height of bund =Re xV.I Re = 10 cm

50 V. I =0.74 m

H = 0.38 m SAY 0.40 m ,Free board = 0.35 m Total height = 0.75 m

Bl k B & CBlock B & C

Total height = 0.75 m

S.no. Item Quantity Unit Rate Amount1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00

2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m

180 Cum 85.00 15300.00

3 Sowing of seed on bunds 500 Rm 0.59 295.00

4 Grass seedDhaman/Stylohemata 1 LS 40.00 40.00

15735.005 Contingency @ 3 % 472.05

16207.05Say 16207

162.00

For length 100 M.

ESTIMATE NO. 12

NAME OF WORK: CONSTRUCTION OF DIVERSION CHANNEL CUM BUND

Cross section of Channel - 1.80 sqm (GKN BSR-2010 District Karauli)

Grand Total

Sub Total

Per. M. Cost

2 X(BOTH SIDE BUND)

G.L. 0.4. 1.2

X-Section0.9

2.1

(GKN BSR-2010 District Karauli)Assumptions:

C. I. =5 MTS No. of trenches per ha = 125 NosSize of trenches = 4x0.60x0.45m = 1.08 Cum

S.No. Item Quantity Unit Rate Amount1 Lay out of trenches

2*125*4 1000.00 Mtr 0.17 170.002 Dag belling 2.5 to 5 cm deep

2*125*4 1000.00 Mtr 0.25 250.003 Excavation in dry or moist including disposal

of excavated material within initial lead of50mtr and lift 1.5 mtrincluding dressing etccomplete in ordinary murram 135.00 Cum 134.00 18090.00

4 Labour charges of sowing of Dhaman / Stylo-Hameta / Karad grass seed on contourfurrow in three rows 1500.00 Rmt 0.59 885.00

5 Cost of Dhaman / Stylo-Hameta / Karadgrass seed @8kg/ha 8.00 Per Kg/Ha 60.00 480.00

19875.006 Contingency @ 3 % 596.25

TOTAL 20471.25

Say Rs. 20500 per Ha

ESTIMATE NO. 15

NAME OF WORK: CONSTRUCTION OF STAGGERED TRENCHES IN NON ARABLE LAND FOR HILLY AREAS

Sub Total

Mkx csfyax 2-5 ls 5 lseh xgjkbZ

210.00 0.25 52.50ehVj izfr ehVj

feV~Vh dk dk;Z cU/k esa ¼lq[kh ;k xhyh½ 15 lseh -

dh ijr esa fcNkuk] <syksa dks rksM+uk] ?kkl ikr

chudj vyx djuk rFkk fe~Vh dh Mªsflax djuk] 1-

5 eh- mBku rFkk 50 eh- nwjh ds fy;s] dBksj feV~Vh

esa

1256.06 85.00 106765.10?ku ehVj izfr ?kuehVj

cht cqokbZ cuk;s x;s fjt ij ¼3 ykbZu esa½

210.00 0.59 123.90ehVj izfr ehVj

10 lseh nwjh ij ¼4 ls 5 LyhIl ,d txg½

okufLird vojks/k LFkkfir djuk] ewatk@[kl

LyhIl] izqfuax ,oa lsijsfVax dk;Z

280.00 0.525 147.00

ek=k nj jkf'k

1

3 x yackbZ

Øa-la- fooj.k

2

70x(2.40+10.65)/2x2.75

3

3xyackbZ

4

4xyackbZ


ESTIMATE NO. 14

NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "B"

ehVj izfr ehVj

ehVj izfr ehVj

ehVj izfr ehVj

yk[k LyhIl izfr yk[k LyhIl

0.50 45.00 22.50fdxzk izfr fdxzk

107825.63vkdfLed O;; 3 izfr'kr 3234.77

111060.40111100.00

2.40 Mtr.

280.00 0.308 86.24

5 IykfVax ,oa Msªflax dk;Z

0.14

280.00 1.425

1638.500 229.39

8 cht dh ykxr

399.00

6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk

;ksx

9

dqy ;ksx

ekuk

7 izkd`frd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk

dk;Z

1.5:1

2.75 Mtr.

1.5:1

G.L

10.65 Mtr.

Mkx csfyax 2-5 ls 5 lseh xgjkbZ

150.00 0.25 37.50ehVj izfr ehVj

feV~Vh dk dk;Z cU/k esa ¼lq[kh ;k xhyh½ 15 lseh - dh

ijr esa fcNkuk] <syksa dks rksM+uk] ?kkl ikr chudj

vyx djuk rFkk fe~Vh dh Mªsflax djuk] 1-5 eh-

mBku rFkk 50 eh- nwjh ds fy;s] dBksj feV~Vh esa

767.00 85.00 65195.00?ku ehVj izfr ?kuehVj

cht cqokbZ cuk;s x;s fjt ij ¼3 ykbZu esa½

150.00 0.59 88.50ehVj izfr ehVj

10 lseh nwjh ij ¼4 ls 5 LyhIl ,d txg½

okufLird vojks/k LFkkfir djuk] ewatk@[kl LyhIl]

izqfuax ,oa lsijsfVax dk;Z

200.00 0.525 105.00

ESTIMATE NO. 13

NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "A"

2

50x(2+9.8)x2.60

3

3xyackbZ

4

4xyackbZ

(GKN BSR-2010 District Karauli)jkf'k

1

3 x yackbZ

Øa-la- fooj.k ek=k nj

ehVj izfr ehVj

ehVj izfr ehVj

ehVj izfr ehVj

yk[k LyhIl izfr yk[k LyhIl

0.30 45.00 13.50fdxzk izfr fdxzk

65949.95vkdfLed O;; 3 izfr'kr 1978.50

67928.4568000.00

2.00 Mtr.

;ksx

285.00

6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk 200.00 0.308 61.60

1.425

9

dqy ;ksx

ekuk

7 izkd`frd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk

dk;Z

0.10

8 cht dh ykxr

1638.500 163.85

5 IykfVax ,oa Msªflax dk;Z 200.00

1.5:1

2.60 Mtr.

1.5:1

G.L

9.80 Mtr.

Øekad % fnukad %

rduhdh Lohd`fr Ø- la- o o"kZ -----------------------------------------

;kstuk dk uke & ----------------------------- ;kstuk ds vUrxZr fuEu dk;ksZa dh rduhdh Lohd`fr ,rn~ }kjk iznku

dh tkrh gSA

1- dk;Z dk uke % is;ty Vadh ,oa i'kq [ksM fuekZ.k

2- xzke % #REF! xzke iapk;r % #REF! ia- la- % Sapotra

3- okf"kZd dk;Z ;kstuk Øe la[;k%

4- iz'kklfud Lohdf̀r Øekad % #REF! fnukad #REF! jkf'k #REF!

5- dk;Z iw.kZ gksus dh vuqekfur vof/k % 2 ekg

6- Lohd`fr jkf'k ifjf'k"B & 6 esa vafdr ykxr vuqeku ds vuqlkj

v- Je ?kVd % udn jkf'k :I;s 13450 xsagw dh ek=k 0 xsagw dh jkf'k :- 0

dqy Je jkf'k 13450

c- lkexzh ?kVd % :I;s 56550

dqy jkf'k ¼v $ c½ % 70000 yk[k

gLrk{kj l{ke vf/kdkjh

Øekad % fnukad

1- Lohd`frdrkZ vf/kdkjh eq[; dk;Zdkjh vf/kdkjh ¼xzkeh.k fodkl izdks"B½ djkSyh dks iz'kklfud Lohdf̀r vkns'k

Øekad #REF! fnukad #REF! ds lanHkZ esa layXu rduhdh Lohdqfr e; rdehus dh izfrA

2- dk;Zdkjh laLFkk xzke iapk;r 0 AlayXu rduhdh Lohd`fr e; rdehus dh izfrA

3- fodkl vf/kdkjh] iapk;r lfefr] liksVjkA


dk;kZy; ftyk ifj"kn] ¼xzkeh.k fodkl izdks"B½] djkSyh

rduhdh Lohd`fr ¼u;s dk;ksZa ds fy,½

;g izekf.kr fd;k tkrk gS fd bl dk;Z dk vuqeku xzkeh.k dk;Z funsZf'dk] 2010 dh nj vuqlwph fnlEcj&2011 ds izko/kkuksa

ds vuqlkj cuk;k x;k gSA ekufp= esa fn;s ifjek.kksa dks /;ku esa j[krs gq, ;FkkZr esa x.kuk dj ek=k fudkyh gS] fo'ks"k fooj.k

rFkk njksa dh lR;rk dks tkap fy;k x;k gSA izLrko ds fufnZ"V fl)kar] cukoV dh Bkslrk ,oa dk;Z dh mi;ksfxrk dks dk;Z

LFky dk fujh{k.k dj] fuekZ.k dh lEHkkouk dks lqfuf'pr dj fy;k x;k gSA

Name of Work

Inner Dia 7.00 Ft. Outer Length 22.00 Ft.

Outer Dia 8.50 Ft. Outer Width 3.50 Ft.

Height 12.00 Ft. Height 2.50 Ft.

Depth of found. 2.00 Ft.

S. Particular No. Length Width H / D Qty. unit

1

Excavation of earth work for foundation

& trench in hard soil

Khed 2 25.0 2.0 2 200 C.Ft.

2 2.5 2.0 2 20 C.Ft.

Tank 0.785 8.5 8.5 2 113.4325 C.Ft.

Total Qty. 333.4325 C.Ft.

Or 9.44 Cu.M

2 R.R. Stone masonary for foundation &

plinth in cement sand mortar (1:6)Cu.M.

Khed 2 25.0 2.0 2.0 200.00 C.Ft.

2 2.5 2.0 2.0 20.00 C.Ft.

2 24.0 1 2.5 120.00 C.Ft.

2 3.5 1 2.5 17.50 C.Ft.

Platform 3.14 12.0 1 2.0 75.36 C.Ft.


Or 12.26 Cu.M.

3 Steel or Ply shuttering etc. complete 3.14 7.0 12.0 263.76 Sq.Ft.

3.14 8.5 12.0 320.28 Sq.Ft.

Total Qty. 584.04 Sq.Ft.

Or 54.28 Sq.M

4 Providing and laying cement concrete (1:2:4)

with 12 mm crusher broken grit3.14 7.8 0.75 12.0 219.02 C.Ft.

Or 6.20 Cu.M

5 20 mm thick cement sand plaster on

new surface (1:6)3.14 7.0 10.0 219.8 Sq.Ft.

3.14 8.5 10.0 266.9 Sq.Ft.

2 22.0 2.5 110 Sq.Ft.

2 3.5 2.5 17.5 Sq.Ft.

2 24.0 2.5 120 Sq.Ft.

2 5.5 2.5 27.5 Sq.Ft.


Or 70.79 Sq.M

6 Dry Stone Kharanja under floor 0.785 7.0 7.0 0.75 28.84875 C.Ft

3.14 12.0 2.0 0.75 56.52 C.Ft

1 22.0 3.5 0.75 57.75 C.Ft

Total Qty. 143.12 C.Ft

Or 4.05 Cu.M

7 50 mm thick C.C. Flooring (1:2:4) 143.87 Sq.Ft.

Or 13.37 Sq.M

8 Supply and laying steel reinforcement LS LS

9 Supply and fixing pipes, tapes LS LS

is;ty Vadh ,oa i'kq [ksM fuekZ.k

OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI

Detailed Estimate Tank & Khed

For Tank For Khed

Name of Work

Gram Panchayat :--- Scheme:

Rate Amount Rate Amount

1


& trench in hard soil9.44 Cu.M 92 868.6408 92 868.641 0


plinth in cement sand mortar (1:6)12.26 Cu.M 1999.00 24502.18 317.55 3892.28 20609.9

3 Steel or Ply shuttering etc. complete 54.28 Sq.M 84.00 4559.42 26.25 1424.82 3134.601

4Providing and laying cement concrete

(1:2:4) with 12 mm crusher broken grit6.20 Cu.M 3524.00 21855.17 410.00 2542.74 19312.43


new surface (1:6)70.79 Sq.M 101 7149.786 39.6 2803.28 4346.504

6 Dry Stone Kharanja under floor 4.05 Cu.M 629 2549.128 130.5 528.873 2020.255

7 50 mm thick C.C. Flooring (1:2:4) 13.37 Sq.M 233.00 3115.37 76.00 1016.17 2099.2

8Supply and laying steel reinforcement 86.00 Kg. 55.00 4730.00 4.35 374.10 4355.9

9 Supply and fixing pipes, tapes 700 700

Grand Total 70029.7 13450.9 56578.79

Or Say 70000 13450 56550

is;ty Vadh ,oa i'kq [ksM fuekZ.k


Abstract of Cost for Tank & KhedComplete Item Labour Charges Material

ChargesS. Particular Qty Unit

Name of Work is;ty Vadh ,oa i'kq [ksM fuekZ.k

Gram Panchayat :--- Scheme :

Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty.

1

Excavation of earth work for

foundation & trench in hard soil9.44 Cu. M 0 0 0 0 0

2R.R. Stone masonary for foundation

& plinth in cement sand mortar (1:6)12.26 Cu.M 1.4 17.16 0.3 3.6772 1 12.257 0 0

3Steel or Ply shuttering etc. complete 54.279 Sq.M 0 0 0 0 0

4 Providing and laying cement

concrete (1:2:4) with 12 mm crusher

broken grit6.20 Cu.M 5.84 36.219 0.41 2.5427 0 0.82 5.0855 0


new surface (1:6)70.79 Sq.M 0.1162 8.2258 0.024 1.699 0 0 0

6 Dry Stone Kharanja under floor 4.0527 Cu.M 0 0 1.1 4.4579 0 0

7 50 mm thick C.C. Flooring (1:2:4) 13.371 Sq.M 0.312 4.1717 0.022 0.2942 0 0.045 0.6017 0

Supply and laying steel

reinforcement16

Kg.Supply and fixing pipes, tapes 5

Nos.

Total 65.776 8.213 16.715 5.6872

Cement 66 Bags Sand 9 Cu. M. Stone 17 Cu. M.

Aggregate 6 Cu. M. Dasa 0 Sq.M

Stone Cu. M Aggregate Other


Requirement of Material

S. Particular Qty UnitCement in Bags Sand in Cu.M.

Øekad % fnukad %

rduhdh Lohdf̀r Ø- la- o o"kZ -----------------------------------------

;kstuk dk uke & Vh,Q-lh- ;kstuk ds vUrxZr fuEu dk;ksZa dh rduhdh Lohdf̀r ,rn~ }kjk iznku

dh tkrh gSA

1- dk;Z dk uke % is;ty Vadh fuekZ.k

2- xzke % 0 xzke iapk;r % 0 ia- la- % Karauli

3- okf"kZd dk;Z ;kstuk Øe la[;k%

4- iz'kklfud Lohdf̀r Øekad % fnukad jkf'k 0.50 Lacs

5- dk;Z iw.kZ gksus dh vuqekfur vof/k % 6 ekg

6- Lohdf̀r jkf'k ifjf'k"B & 6 esa vafdr ykxr vuqeku ds vuqlkj

v- Je ?kVd % udn jkf'k :I;s 8600 xsagw dh ek=k 0 xsagw dh jkf'k :- 0

dqy Je jkf'k 8600

c- lkexzh ?kVd % :I;s 37400

dqy jkf'k ¼v $ c½ % 46000 yk[k


Øekad % fnukad

1- Lohdf̀rdrkZ vf/kdkjh eq[; dk;Zdkjh vf/kdkjh ¼xzkeh.k fodkl izdks"B½ djkSyh dks iz'kklfud Lohdf̀r vkns'k

Øekad fnukad ds lanHkZ esa layXu rduhdh Lohdqfr e; rdehus dh izfrA

2- dk;Zdkjh laLFkk xzke iapk;r 0 AlayXu rduhdh Lohdf̀r e; rdehus dh izfrA

3- fodkl vf/kdkjh] iapk;r lfefr] djkSyh


dk;kZy; xzke iapk;r] eklyiqj] ia-l- djkSyh

rduhdh Lohdf̀r ¼u;s dk;ksZa ds fy,½

;g izekf.kr fd;k tkrk gS fd bl dk;Z dk vuqeku xzkeh.k dk;Z funsZf'dk] 2010 dh nj vuqlwph fnlEcj&2011 ds izko/kkuksa ds

vuqlkj cuk;k x;k gSA ekufp= esa fn;s ifjek.kksa dks /;ku esa j[krs gq, ;FkkZr esa x.kuk dj ek=k fudkyh gS] fo'ks"k fooj.k rFkk

njksa dh lR;rk dks tkap fy;k x;k gSA izLrko ds fufnZ"V fl)kar] cukoV dh Bkslrk ,oa dk;Z dh mi;ksfxrk dks dk;Z LFky dk

fujh{k.k dj] fuekZ.k dh lEHkkouk dks lqfuf'pr dj fy;k x;k gSA

Name of Work

Gram


Inner Dia 8.00 Ft. Outer Length 0.00 Ft.

Outer Dia 9.50 Ft. Outer Width 0.00 Ft.

Height 10.00 Ft. Height 0.000 Ft.

Thickness 0.75 Ft. Depth of found. 0.00 Ft.

Width of Chabutra 3.00 Ft.

S. Particular No. Length Width H / D Qty. unit

1


& trench in hard soil

Tank 3.14 8.75 0.75 1.5 30.91 C.Ft.

Chabutra 3.14 12.50 1.50 1.5 88.31 C.Ft.


Or 3.38 Cu.M


plinth in cement sand mortar (1:6)Cu.M.

Chabutra 3.14 12.5 1.5 1.5 88.31 C.Ft.

3.14 12.5 1 1.0 39.25 C.Ft.


Or 3.61 Cu.M.

3 Steel or Ply shuttering etc. complete 3.14 8.0 10.0 251.20 Sq.Ft.

3.14 9.5 10.0 298.30 Sq.Ft.


Or 51.07 Sq.M


(1:2:4) with 12 mm crusher broken grit3.14 8.8 0.75 10.0 206.06 C.Ft.

Or 5.84 Cu.M


new surface (1:6)3.14 8.0 8.5 213.52 Sq.Ft.

3.14 9.5 8.5 253.56 Sq.Ft.

Chabutra 3.14 15.5 1.0 48.67 Sq.Ft.


Or 47.93 Sq.M

6 Dry Stone Kharanja under floor 0.785 8.0 8.0 0.75 37.68 C.Ft

3.14 12.5 2.0 0.75 58.88 C.Ft

Total Qty. 96.56 C.Ft

Or 2.73 Cu.M

7 50 mm thick C.C. Flooring (1:2:4) 128.74 Sq.Ft.

Or 11.96 Sq.M

8Supply and laying steel reinforcement LS LS

9 Supply and fixing 32mm pipe LS

is;ty Vadh fuekZ.k


Detailed Estimate Tank

For Tank For Khed

Name of Work


Rate Amount Rate Amount

1


& trench in hard soil3.38 Cu.M 92 310.5906 92 310.591 0


plinth in cement sand mortar (1:6)3.61 Cu.M 1999.00 7220.72 317.55 1147.04 6073.674

3 Steel or Ply shuttering etc. complete 51.07 Sq.M 84.00 4289.78 26.25 1340.56 2949.222


(1:2:4) with 12 mm crusher broken grit5.84 Cu.M 3524.00 20562.66 410.00 2392.36 18170.3


new surface (1:6)47.93 Sq.M 101 4841.101 39.6 1898.09 2943.006

6 Dry Stone Kharanja under floor 2.73 Cu.M 629 1719.768 130.5 356.804 1362.964

7 50 mm thick C.C. Flooring (1:2:4) 11.96 Sq.M 233.00 2787.77 76.00 909.316 1878.455

8Supply and laying steel reinforcement 70 Kg. 55.00 3850.00 4.35 304.5 3545.5

9 Supply and fixing 32mm pipe 0 Mtr. 193 0.00 0.00 0 0

10 Supply and fixing pipes, tapes 420 420

Total 46002 8659 37343

Say 46000 8600 37400

is;ty Vadh fuekZ.k


Abstract of Cost for Tank Complete Item Labour Charges Material

ChargesS. Particular Qty Unit

Name of Work is;ty Vadh fuekZ.k

Gram Panchayat :--- Scheme :

Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty.

1

Excavation of earth work for

foundation & trench in hard soil3.38 Cu. M 0 0 0 0 0

2R.R. Stone masonary for foundation

& plinth in cement sand mortar (1:6)3.61 Cu.M 1.4 5.057 0.3 1.0836 1.1 3.9734 0 0

3Steel or Ply shuttering etc. complete 51.069 Sq.M 0 0 0 0 0

4 Providing and laying cement

concrete (1:2:4) with 12 mm crusher

broken grit5.84 Cu.M 5.84 34.077 0.41 2.3924 0 0.82 4.7847 0


new surface (1:6)47.932 Sq.M 0.1162 5.5697 0.024 1.1504 0 0 0

6 Dry Stone Kharanja under floor 2.7341 Cu.M 0 0 1.1 3.0075 0 0

7 50 mm thick C.C. Flooring (1:2:4) 11.965 Sq.M 0.312 3.733 0.022 0.2632 0 0.045 0.5384 0

Supply and laying steel

reinforcement16

Kg.Supply and fixing pipes, tapes 5

Nos.

Total 48.436 4.8896 6.9809 5.3231

Cement 49 Bags Sand 5 Cu. M. Stone 7 Cu. M.

Aggregate 6 Cu. M. Dasa 0 Sq.M

Aggregate Other


Requirement of Material

S. Particular Qty UnitCement in Bags Sand in Cu.M. Stone Cu. M

Ø-la- ok-dk- ;ks-

Ø-

dk;ksZa ds uke xzke xzke iapk;r Je lkexzh ;ksx

1 2 3 4 5 6 7 8

1 1226001 rykbZ xgjkbZ e; lqj{kk nhokj gfjuxj fdjkMh fdjkMh gkMkSrh 1.80 1.20 3.00

2 1226002 ,fudV fuekZ.k gfjuxj fdjkMh fdjkMh gkMkSrh 6.00 4.00 10.00

3 1226003 rykbZ xgjh djkuk fdjkMh fdjkMh gkMkSrh 1.80 1.20 3.00

4 1226004 [kjatk e; lh0lh0 jksM+ fuekZ.k guqekuth ds LFkku ls

jkeds”k ehuk ds edku rd fdjkMh

fdjkMh gkMkSrh 4.80 3.20 8.00

5 1226005 uohu rykbZ fuekZ.k th0 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

6 1226006 uohu rykbZ fuekZ.k e; lqj{kk nhokj >kSiMh gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

7 1226007 uohu rykbZ fuekZ.k e; lqj{kk nhokj MkWxMk &1 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

8 1226008 uohu rykbZ fuekZ.k e; lqj{kk nhokj MkWxMk &2 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

9 1226009 uohu rykbZ fuekZ.k e; lqj{kk nhokj iokjiqjk gkMkSrh gkMkSrh gkMkSrh 1.20 0.80 2.00

10 1226010 uohu rykbZ fuekZ.k e; lqj{kk nhokj paspMk gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

11 1226011 uohu rykbZ fuekZ.k e; lqj{kk nhokj dkaVMk gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00

12 1226012 ukyk mipkj oS|ks dss ikl gkMkSrh gkMkSrh gkMkSrh 3.00 2.00 5.00

13 1226013 [kjatk e; lh0lh0 jksM+ fuekZ.k o ukyk fuekZ.k cSjck

cLrh ls jktho xka/kh lasok dsUnz rd gkMkSrh

gkMkSrh gkMkSrh 4.80 3.20 8.00

14 1226014 [kjatk e; lh0lh0 jksM+ fuekZ.k os|ks ds edku ls pspMk

?kkV rd gkMkSrh


15 1226015 [kjatk e; lh0lh0 jksM+ fuekZ.k eSu cktkj x.ks”k eafnj

ls jktho xka/kh lsok dsUnz rd gkMkSrh


16 1226016 xzsoy lMd eSu jksM ls MkWxMk &1 unh rd gkMkSrh gkMkSrh gkMkSrh 3.00 2.00 5.00

17 1226017 xzsoy lMd eSu jksM ls MkWxMk &2 unh rd gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00

18 1226018 xzsoy lMd jgenhu yqgkj ds edku ls unh rd

gkMkSrh


19 1226019 xzsoy lMd dksyh ?kkVk ls dkVMk unh rd gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00

20 1226020 xzsoy lMd xqtZj >kSaiMh ls Qrsgiqj es<sa ij gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00

21 1226021 ,fudV fuekZ.k xqtZj >kSiMh Qrsgiqj es<sa ij gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00

22 1226022 [kjatk e; lh0lh0 jksM+ fuekZ.k gkMkSrh ls cukl unh

rd


23 1226023 lhlh jksM fuekZ.k eSu cktkj x.ks'k eafnj ls nsoh ds

eafnj rd gkMkSrh


24 1226024 iqfy;k fuekZ.k eksjsy unh gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00

25 1226025 iqfy;k fuekZ.k MkaxMk dkVMk ds chp unh ij gkMkSrh gkMkSrh 3.60 2.40 6.00

26 1226026 iqfy;k fuekZ.k ,dV dh lhek ij gkMkSrh gkMkSrh gkMkSrh 4.22 2.82 7.04

27 1226027 ,fudV fuekZ.k unh ij x<h dk xkao x<h dk xkao gkMkSrh 3.60 2.40 6.00

28 1226028 uohu rykbZ fuekZ.k th0 x<h dk xkao x<h dk xkao gkMkSrh 1.80 1.20 3.00

Table 7. egkRek xka/kh ujsxk ;kstukUrxZr okf"kZd dk;Z ;kstuk o"kZ 2012&13

Ø-la- ok-dk- ;ks-

Ø-


1 2 3 4 5 6 7 8

29 1226029 [kajtk e; lh0lh0 jksM+ fuekZ.k eSu jksM eafnj ls unh

rd

x<h dk xkao gkMkSrh 3.60 2.40 6.00

30 1226030 xzsoy lMd eSu jksM ls Jhiqjk cSjck cLrh rd x<h dk xkao gkMkSrh 3.60 2.40 6.00

31 1226031 xq:n;ky@jkedY;k.k cSjck oxZ ,llh chih,y

tkWcdkMZ ua0 77 dk;Z & leryhdj.k [kljk ua0 o

jdok


32 1226032 cnzh @fxjkZt ehuk oxZ ,lVh chih,y tkWcdkMZ ua0

137 dk;Z & leryhdj.k [kljk ua0 o jdok


33 1226033 ?kelw@gfj ehuk oxZ ,lVh chih,y tkWcdkMZ ua0 142

dk;Z & ckxokuh [kljk ua0 o jdok


34 1226034 ckcwyky@ewM~;k ehuk oxZ ,lVh chih,y tkWcdkMZ ua0

81 dk;Z & es< caUnh [kljk ua0 o jdok


35 1226035 _f’kds”k @jkeyky /kksch oxZ vkschlh chih,y

tkWcdkMZ ua0 70 dk;Z & leryhdj.k [kljk ua0 o

jdok 242@10


36 1226036 ewM~;k@gjukjk;.k xqtZj oxZ vkschlh chih,y tkWcdkMZ

ua0 558 dk;Z & es< caUnh [kljk ua0 o jdok


37 1226037 jkef[kykMh@dUgS;k xqtZj oxZ vkschlh chih,y

tkWcdkMZ ua0 41 dk;Z & es< caUnh [kljk ua0 o jdok


38 1226038 enuyky@lqtZu xqtZj oxZ vkschlh chih,y tkWcdkMZ



39 1226039 enuyky@lqtZu xqtZj oxZ vkschlh chih,y tkWcdkMZ



40 1226040 jkejkt@dkuk xqtZj oxZ vkschlh chih,y tkWcdkMZ



41 1226041 jkeflg@xksnk xqtZj oxZ vkschlh chih,y tkWcdkMZ ua0

3 dk;Z & es< caUnh [kljk ua0 o jdok 974@35


42 1226042 de:@xqykc ukbZ oxZ vkschlh chih,y tkWcdkMZ ua0

107 dk;Z & leryhdj.k [kljk ua0 o jdok


43 1226043 nsohyky@eFkqjk ukbZ oxZ vkschlh chih,y tkWcdkMZ



44 1226044 jes'kpan@ctjaxk ukFk oxZ vkschlh chih,y tkWcdkMZ

ua0 109 dk;Z & es< cUnh [kljk ua0 o jdok


45 1226045 xqM~Mhnsoh@cnzhyky ukFk oxZ vkschlh chih,y

tkWcdkMZ ua0 108 dk;Z & es< cUnh [kljk ua0 o jdok


Ø-la- ok-dk- ;ks-

Ø-


1 2 3 4 5 6 7 8

46 1226046 len [kka@xqYyk [kka oxZ vnj tkWcdkMZ ua0 175 dk;Z

& es< caUnh [kljk ua0 o jdok


47 1226047 jkts'kiky@fotsUnz iky oxZ vnj chih,y tkWcdkMZ



48 1226048 fouksniky@lqjsUnz iky oxZ vnj chih,y tkWcdkMZ ua0

31 dk;Z & es< cUnh [kljk ua0 o jdok


49 1226049 fjrw jktiky@;qojkt iky oxZ vnj chih,y tkWcdkMZ



50 1226050 izgykn@xqykc pan “kekZ oxZ vnj chih,y tkWcdkMZ



51 1226051 eqFkjkflg@”;ksukFkflg oxZ vnj chih,y tkWcdkMZ



52 1226052 yM~Mwyky@xqykcpan “kekZ oxZ vnj chih,y tkWcdkMZ



Total 120.22 84.82 200.04

O;olk;

izLrkouk

cktkj laHkkouk

foRrh; igyw 1 izf'k{k.k O;oLFkk ¼5 izf'k{k.kkFkhZ½

1 ekLVj Vªsuj 500@& fnu 15 fnol gsrq 7500.00

2 fuekZ.k lkexzh tks izf'k{k.k ds nkSjku mi;ksx gksxh 5000.00

3 vkokl ,oa Hkkstu O;oLFkk 150@& izfr O;fDr 11250.00

2 LFkkbZ ykxr

1 Vwy fdV 2500@& izfr O;fDr 12500.00

36250.00

O;olk;

izLrkouk

cktkj laHkkouk

izf'k{k.k

vko';drk

foRrh; igyw 1 izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½

1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 7500.00

2 ekLVj Vªsuj :- 500@& fnol 5000.00

3 jkW esVsfj;y 5000.00

LFkkbZ ykxr

1 Lizs e'khu 6000@& izfr O;fDr 30000.00

2 ,lsljht 1000@& izfr O;fDr 5000.00

3 cz'k ds lsV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00

dqy ykxr 55000.00

TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD

(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)

dkjhxj izf'k{k.k

;g izf'k{k.k mlh LFkku ij fn;k tk;sxk tgka ij fuekZ.k dk;Z py jgk gSA

rkfd fuekZ.k lkexzh dh vyx ls O;oLFkk ugha djuh iMs rFkk izf'k{k.k esa

mi;ksx esa yh tk jgh lkexzh dks fuekZ.k dk;Z esa mi;ksx esa fy;k tk lds

rFkk lkexzh dk viO;; U;wu gksA

U;wure 10 fnol dk izf'k{k.k vko';d gSA

xzkeh.k {ks= esa fuekZ.k dk;Z] vkokl] lMd] rkykc] ,uhdV bR;kfn fujUrj

curs jgrs gSa rFkk ekax cuh jgrh gSA

iqrkbZ ,oa jax jksxu dk O;olk; Lizs e'khu }kjk

xzkeh.k csjkstxkj 'kgjksa esa vkdj bl dk;Z dks djrs gSaA orZeku esa vf/kdka'k

etnwj gkFk ls gh bl dk;Z dks djrs gSaA vr% Lizs e'khu }kjk dk;Z fd;k tk;s

rks Je Hkh de yxsxk ,oa dk;Z dh xq.koRrk esa Hkh lq/kkj vk;sxkA

nhikoyh ls iwoZ yxHkx leLr edkuksa esa ;g dk;Z gksrk gS rFkk u;s cuus okys

edkuksa esa fujUrj dk;Z jgrk gSA

O;olk;

izLrkouk

cktkj laHkkouk

foRrh; igyw v& izf'k{k.k O;oLFkk ¼5 izf'k{k.kkFkhZ½


2 ekLVj Vªsuj 400@& izfr fnol 12000.00

3 jkW esVsfj;y 500@& izfr O;fDr 2500.00

3 fdjk;k jkf'k 100@& izfr O;fDr 500.00

37500.00

c& LFkkbZ ykxr

1 isMy okyh flykbZ e'khu :- 6000@& 30000.00

2 vU; lkexzh dsph] Qhrk] cksDl :- 1000@& izfr lSV 5000.00

3 Vscy ,oa LVwy 2000@& :- izfr O;fDr 10000.00

4 diMk 2000@& izfr O;fDr 10000.00

5 bysfDVªd izsl 500@& :- izfr O;fDr 2500.00

57500.00

95000.00

O;olk;

izLrkouk

izf'k{k.k

vko';drk

foRrh; igyw v& izf'k{k.k O;; ¼3 izf'k{k.kkFkhZ½



3 jkW esVsfj;y 1000.00

10500.00

c& LFkkbZ ykxr

1 Vwy fdV 2500@& izfr lSV 7500.00

2 fdjk;s gsrq lkbfdy 3 ux izfr O;fDr ¼9 lkbfdy½ 27000.00

3 dk;Z'khy iwath o vU; O;; 3000.00

37500.00

dqy ykxr 48000.00

xzkeh.k {ks= esa lkbfdy cgqr mi;ksx esa yh tkrh gSA vr% LFkkuh; Lrj ij

ejEer dh lqfo/kk vko';d gSA

10 fnol dk izf'k{k.k vko';d gSA



dkjhxj izf'k{k.k

xzkeh.k {ks= esa bl O;olk; dh vko';drk jgrh gSA bl gsrq efgykvksa dks

izkFkfedrk fn;k tkuk mfpr gSA

fujUrj vko';drk jgrh gS ¼U;wure 30 fnol dk izf'k{k.k vko';d gS½

lkbfdy fdjk;k ,oa ejEer

42200

lkexzh ux nj ykxr

1 1%10 iYosjkbZtj 5 gklZikoj 960 vkj-ih-,e- dh eksVj 1 27500 27500

lfgr iV~Vs dh pj[kh] vk/kkj ds oksYV~l <s bR;kfn

2 10 fdyksxzke {kerk dk rjktq] ckaV lfgr 1 1500 1500

3 NkUus dh e'khu yksdy esM 1 600 600

4 gkWV lhfyax vk;ju 1 650 650

5 fo|qrhdj.k [kpZ 1000

6 dk;kZy; QuhZpj ,oa midj.k [kpZ 1000

;ksx 32250

3 vkorhZ [kpZ ¼izfrekg½

1 deZpkjh ,oa Jfed

v- i;Zos{kd ykHkkFkhZ Lo;a jgsxk

c- dq'ky dkjhxj ykHkkFkhZ Lo;a jgsxk

l- vdq'ky dkjhxj ykHkkFkhZ Lo;a jgsxk

2 dPpk eky ¼izfrekg½

v- yky fepZ ¼lw[kh½ gYnh] /kfu;k 20 fd-xzk- 380 7600

c- iSfdax eSVsfj;y 300

;ksx 7900

3 vU; [kpZ

v- fdjk;k ¼Hkwfe ,oa Hkou½

c- LVs'kujh ,oa izpkj&izlkj 200

l- ejEer ,oa j[k&j[kko 100

n- ifjogu O;; 200

;- fctyh 800

;ksx 1300

4 dk;Z'khy iwath ¼izfrekg½

1 dPpk eky 7900

2 vU; [kpZ 1300

;ksx 9200

4 dqy iwath fuos'k

v- LFkkbZ iwath 33000

c- dk;Z'khy iwath ¼izfrekg½ 9200

;ksx 42200

uksV%& 1- izf'k{k.k dh vko';drk ugha gSA

2- Ø-l- 1 ls 6 rd of.kZr e'khu ,oa midj.k 5 O;fDr;ksa ds lewg rd ,d gh iznku

1 Hkwfe ,oa Hkou ¼fdjk;s ij½ 15 oxZ ehVj {ks=Qy ¼doMZ½ rFkk yxHkx 20 oxZehVj [kqyh txg

2 e'khu ,oa midj.k



efgyk Lo;a lgk;rk lewg ;kstuk

elkyk m|ksx

bdkbZ ykxr ¼oS;fDrd½

bdkbZ ykxr dk foLr`r fooj.k

fd;k tk;sxkA

¼jkf'k :i;ksa esa½

22000

v- Hkwfe ,oa Hkou Lo;a dk

c- e'khujh ,oa midj.k

1 HkV~Vh 1 5000

2 eksVj jkbZ.M pkd 1 4600

3 VwyfdV ,oa vU; O;; 400

;ksx 10000

l- Jfed ?kj ds lg;ksx djsaxsA

n- dPpk eky 39000

;- vU; O;; ¼fdjk;k] fo|qr] ty] ;k=k ,oa ifjogu] iksLVst ,oa vU; O;; 1000

;ksx 40000

ifj;kstuk ykxr

1 vukorhZ O;; 10000

2 vkorhZ O;; ¼80 fnu gsrq½ 12000

;ksx 22000

uksV%& izf'k{k.k dh vko';drk ugha gSA

bdkbZ ykxr ¼oS;fDrd½

bdkbZ ykxr dk foLr`r fooj.k

foRrh; igyw



efgyk Lo;a lgk;rk lewg ;kstuk

xzkeh.k dqEgkjh m|ksx

O;olk;

izLrkouk

cktkj laHkkouk

izf'k{k.k

vko';drk

foRrh; igyw 1- izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½



3 jkW eSVsfj;y 5000.00

LFkkbZ ykxr

1 e'khu 6000@& izfr O;fDr 30000.00


3 lSV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00

;ksx 55000.00

O;olk;

izLrkouk

cktkj laHkkouk

izf'k{k.k

vko';drk

foRrh; igyw 1- izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½



3 jkW eSVsfj;y 5000.00

LFkkbZ ykxr

1 e'khu 6000@& izfr O;fDr 30000.00


3 lSV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00

;ksx 55000.00



ARI TARI



MOBILE REPAIRING

S. Activity No. of Rates Total Reference Remark

No. Trainees Amt. (Rs.)

1 Daily Allowance for

lodging/boarding for non-

residential training within the

district/state

50 75/- Per

trainees/day

3750 Cir.No. 729-814 Dt

9.5.11 Dir. WDSC,

Jaipur Item No. 1

2 Honorium of Resource

person

50 250/- per

lecture (2 Hr

/ lecture/day)

1000 Cir.No. 729-814 Dt

9.5.11 Dir. WDSC,

Jaipur Item No. 1

3 POL (two days jeep Hire

Charges)

50 500/- per day 1000 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

4 Literature & stationary 50 50/- per

trainees

2500 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

5 Seating arrangement (tent,

matting, chairs, etc)

50 750/- 750 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

6 Miscellaneous charges 50 0 300 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

Total Amount. 9300

DETAILED ESTIMATE OF ONE DAYS TRAINING

S. Activity No. of Rates Total Reference Remark

No. Trainees Amt. (Rs.)

1 Daily Allowance for

lodging/boarding for non-

residential training within the

district/state

50 125/- Per

trainees/day

12500 Cir.No. 729-814 Dt

9.5.11 Dir. WDSC,

Jaipur Item No. 1

2 Honorium of Resource

person

50 250/- per

lecture (2 Hr

/ lecture/day)

2000 Cir.No. 729-814 Dt

9.5.11 Dir. WDSC,

Jaipur Item No. 1

3 POL (two days jeep Hire

Charges)

50 500/- per day 1500 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

4 One Day Bus Hire Charge for

side visit within 300 km.

50 0.42/- Per

Km./

Member

6300

5 Literature & stationary 50 100/- per

trainees

5000 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

6 Seating arrangement (tent,

matting, chairs, etc)

50 1500/- 1500 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

7 Miscellaneous charges 50 0 500 Cir. No. 1147-1200 Dt.

12.7.04 Dir. WDSC

Jaipur Item No. 7

Total Amount. 29300

DETAILED ESTIMATE OF TWO DAYS TRAINING

S. Head Unit No. of Amount Remark

No. Charges Participants Rs.

1 Travelling Allowances & Local 756 50 37800

2 Daily Allowances for loading

& boarding of trainees

200x6 50 60000

3 Stationery & training material

(per trainees)

150 50 7500

4 D.A. of Resource person with

the tour

250 12 3000

5 POL (seven days jeep hire

charges)

500 7 Days 3500

6 Other expenses 3200 L.S. 3200

Total Amount. 115000

TOTAL DISTANCE - 1800 KM.

PREPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVELOPMENT

PROGRAME (WITH IN DISTRICT)

PARTICIPANTS-50

DURATION SEVEN NIGHT & SIX DAYS

S.No. Item of investment Quantity/Unit Rate/Kg. Amount (Rs.)

A Operations Mandays

1 Land preparation & laying

beds

3 450

2 Nuresery development 3 450

3 Transplantation cost 1 150

4 Application of FYM, organic

fertilisers and pesticides

3 450

5 Weeding and intercultural

operation

5 750

6 Harvesting 5 750

7 Grading, packing/.crating,

labelling

3 450

Total Operational cost 23 3450

B Materials

1 Planting material 200

Tometo (0.02 ha.) 0.005 Kg. 20000 100

Bhindi (0.03 ha.) 0.3 Kg. 800 240

Chilli (0.02 ha.) 0.006 Kg. 30000 180

Onion (0.03 ha.) 0.3 Kg. 15000 4500

2 Farm Yard Manure 2.5 Tonnes 1000 2500

3 Neem cake 4 Kg. 25

4 Azospirllum, Ryzobium,

Potassium soulbilising bacteria

L.S. 400

Total material costs 8145

Total cost (A+B) 11595

Cost of cultivation of tomato, chilli, onoin, Bhindi (0.1 ha. Model)Cost June to September

Ø- xkao dk xzke Qly

la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k

dh dh dh dh dh dh

la[;k la[;k la[;k la[;k la[;k la[;k

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1 cMkSnk cMkSnk cktjk 50 3000 150000 0 0 20 60000 20 60000 10 30000

fry 12 13700 164400 0 0 5 68500 5 68500 2 27400

Xokj 6 40000 240000 0 0 2 80000 2 80000 2 80000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 74 68700 590400 0 0 0 0 29 220500 29 220500 16 149400

2 xksj/kuiqjk cMkSnk cktjk 37 3000 111000 0 0 15 45000 15 45000 7 21000

fry 7 13700 95900 0 0 3 41100 3 41100 1 13700

Xokj 4 40000 160000 0 0 2 80000 2 80000 0 0

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 54 68700 402900 0 0 0 0 22 178100 22 178100 10 46700

3 ,dV ,dV cktjk 50 3000 150000 0 0 20 60000 20 60000 10 30000

fry 9 13700 123300 0 0 4 54800 4 54800 1 13700

Xokj 8 40000 320000 0 0 3 120000 3 120000 2 80000

Tokj 4 4000 16000 0 0 2 8000 2 8000 0 0

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 74 68700 633300 0 0 0 0 30 250800 30 250800 14 131700

4 ijnksuiqjk ,dV cktjk 48 3000 144000 0 0 19 57000 19 57000 10 30000

prqFkZ o"kZ iape o"kZ

AREA IN HACT. 0.40 tyxzg.k {ks= esa [kjhQ dh Qly izn'kZu

dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

prqFkZ o"kZ iape o"kZdqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ

fry 7 13700 95900 0 0 3 41100 3 41100 1 13700

Xokj 3 40000 120000 0 0 1 40000 1 40000 1 40000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 64 68700 395900 0 0 0 0 25 150100 25 150100 14 95700

5 tksMyh tksMyh cktjk 64 3000 192000 0 0 26 78000 26 78000 12 36000

fry 13 13700 178100 0 0 5 68500 5 68500 3 41100

Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 90 68700 686100 0 0 0 0 36 278500 36 278500 18 129100

6 gkMkSrh gkMkSrh cktjk 62 3000 186000 0 0 25 75000 25 75000 12 36000

fry 10 13700 137000 0 0 4 54800 4 54800 2 27400

Xokj 6 40000 240000 0 0 2 80000 2 80000 2 80000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 84 68700 599000 0 0 0 0 33 221800 33 221800 18 155400

7 fdjkMh gkMkSrh cktjk 45 3000 135000 0 0 18 54000 18 54000 9 27000

fry 12 13700 164400 0 0 5 68500 5 68500 2 27400

Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17


Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 70 68700 615400 0 0 0 0 28 254500 28 254500 14 106400

8 x<hxkao gkMkSrh cktjk 38 3000 114000 0 0 15 45000 15 45000 8 24000

fry 7 13700 95900 0 0 3 41100 3 41100 1 13700

Xokj 4 40000 160000 0 0 2 80000 2 80000 0 0

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 55 68700 405900 0 0 0 0 22 178100 22 178100 11 49700

9 Qrsgiqj cxhnk cktjk 57 3000 171000 0 0 23 69000 23 69000 11 33000

fry 10 13700 137000 0 0 4 54800 4 54800 2 27400

Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000

Total 80 68700 624000 0 0 0 0 32 255800 32 255800 16 112400

10 lSejnk cxhnk cktjk 51 3000 153000 0 0 20 60000 20 60000 11 33000

fry 11 13700 150700 0 0 4 54800 4 54800 3 41100

Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000

Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000

ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17


Total 75 68700 619700 0 0 0 0 29 246800 29 246800 17 126100

G.Total 720 687000 5572600 0 0 0 0 286 2235000 286 2235000 148 1102600

S.No. Type of Unit Unit Cost Total

Plants Hact. /Hact. Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 Guava 2 36703 73406 0 0 0 0 1 36703.00 0.5 18351.50 0.5 18351.50

2 Anar 2 21915 43830 0 0 0 0 1 21915.00 0.5 10957.50 0.5 10957.50

3 Papaya 2 32100 64200 0 0 0 0 1 32100.00 0.5 16050.00 0.5 16050.00

4 Lemon 3 33622 100866 0 0 0 0 1.5 50433.00 0.75 25216.50 0.75 25216.50

Total 9 124340 282302 0 0 0 0 4.5 141151.00 2.25 70575.50 2.25 70575.50

S.No. Type of Unit Unit Cost Total

Plants Hact. /Hact. Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1 Guava 2 13400 26800 0 0 0 0 1 13400.00 0.5 6700.00 0.5 6700.00

2 Anar 2 7700 15400 0 0 0 0 1 7700.00 0.5 3850.00 0.5 3850.00

3 Papaya 2 9450 18900 0 0 0 0 1 9450.00 0.5 4725.00 0.5 4725.00

4 Lemon 3 13400 40200 0 0 0 0 1.5 20100.00 0.75 10050.00 0.75 10050.00

Total 9 43950 101300 0 0 0 0 4.5 50650.00 2.25 25325.00 2.25 25325.00

III Year IV Year V Year

Qynkj iks/kk jksi.k (Production)

I Year II Year

Qynkj iks/kk jksi.k (NRM)

I Year II Year III Year IV Year V Year



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1 cMkSnk cMkSnk xsagwW 28 2300 64400 0 0 17 39100 6 12880 5 12420

puk 5 3300 16500 0 0 3 9900 1 3300 1 3300

ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880

Total 45 9400 126500 0 0 0 0 27 75600 9 25300 9 25600

2 xksj/kuiqjk cMkSnk xsagwW 24 2300 55200 0 0 14 32200 5 11040 5 11960

puk 4 3300 13200 0 0 2 6600 1 2640 1 3960

ljlksa 9 3800 34200 0 0 5 19000 2 6840 2 8360

Total 37 9400 102600 0 0 0 0 21 57800 7 20520 9 24280

3 ,dV ,dV xsagwW 38 2300 87400 0 0 23 52900 8 17480 7 17020

puk 5 3300 16500 0 0 3 9900 1 3300 1 3300

ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880

Total 55 9400 149500 0 0 0 0 33 89400 11 29900 11 30200

4 ijnksuiqjk ,dV xsagwW 24 2300 55200 0 0 14 32200 5 11040 5 11960

puk 4 3300 13200 0 0 2 6600 1 2640 1 3960

ljlksa 8 3800 30400 0 0 5 19000 2 6080 1 5320

Total 36 9400 98800 0 0 0 0 21 57800 7 19760 8 21240

AREA IN HACT. 0.40 tyxzg.k {ks= esa jch dh Qly izn'kZu

dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17


5 tksMyh tksMyh xsagwW 50 2300 115000 0 0 30 69000 10 23000 10 23000

puk 4 3300 13200 0 0 2 6600 1 2640 1 3960

ljlksa 19 3800 72200 0 0 11 41800 4 14440 4 15960

Total 73 9400 200400 0 0 0 0 43 117400 15 40080 15 42920

6 gkMkSrh gkMkSrh xsagwW 35 2300 80500 0 0 21 48300 7 16100 7 16100

puk 5 3300 16500 0 0 3 9900 1 3300 1 3300

ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880

Total 52 9400 142600 0 0 0 0 31 84800 10 28520 11 29280

7 fdjkMh gkMkSrh xsagwW 30 2300 69000 0 0 18 41400 6 13800 6 13800

puk 5 3300 16500 0 0 3 9900 1 3300 1 3300

ljlksa 9 3800 34200 0 0 5 19000 2 6840 2 8360

Total 44 9400 119700 0 0 0 0 26 70300 9 23940 9 25460

8 x<hxkao gkMkSrh xsagwW 20 2300 46000 0 0 12 27600 4 9200 4 9200

puk 4 3300 13200 0 0 2 6600 1 2640 1 3960

ljlksa 6 3800 22800 0 0 4 15200 1 4560 1 3040

Total 30 9400 82000 0 0 0 0 18 49400 6 16400 6 16200

9 Qrsgiqj cxhnk xsagwW 30 2300 69000 0 0 18 41400 6 13800 6 13800

puk 5 3300 16500 0 0 3 9900 1 3300 1 3300

ljlksa 11 3800 41800 0 0 7 26600 2 8360 2 6840

Total 46 9400 127300 0 0 0 0 28 77900 9 25460 9 23940



dh dh dh dh dh dh


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17


10 lSejnk cxhnk xsagwW 20 2300 46000 0 0 12 27600 4 9200 4 9200

puk 4 3300 13200 0 0 2 6600 1 2640 1 3960

ljlksa 8 3800 30400 0 0 5 19000 2 6080 1 5320

Total 32 9400 89600 0 0 0 0 19 53200 6 17920 7 18480

G.Total 450 94000 1239000 0 0 0 0 267 733600 90 247800 93 257600

Ø- xfrfof/k izdkj ;wfuV nj fooj.k

la- ek=k jkf'k ek=k jkf'k

1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj ,.MkslYQku 4% Kg. 31/- Kg. 25 775 10 310

2 cht Kg. 23/- Kg. 125 2875 50 1150

3 cht mipkj

(I) nhed fu;a=.k DyksjksikbjhQkWl 20E.C. ML 330/- Ltr. 600 180 240 72

(II) cht tfur jksxksa ds fy, Fkkbjku Gm. 0.20/- Gm. 312.5 62.5 125 25

(B) dYpj

(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/- Each 36 14.4

(II) ih-,l-ch- rhu iSdsV i;kZIr 12/- Each 36 14.4

(III)

4 moZjd

(I) u=tu Kg. 80 32

(II) QkWLQksjl Kg. 35 14

(III) Mh-,-ih- Kg. 10/- Kg. 77 770 31 308

(IV) ;wfj;k Kg. 6/- Kg. 146 873.048 58 349.22

5 lw{e rRo ftad lYQsV Kg. 50/- Kg. 25 1250 10 500

6 [kjirokj fu;a=.k

(I) 2-4, D (A.I.) ML 250/- Ltr. 500 125 200 50

(II)

7 ikS/k laj{k.k

(I) nhed ,.MkslYQku 35EC Ltr. 280/- Ltr. 2.5 700 1 280

Total 7682.55 771.00 3073.02

izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½

tyxzg.k {ks= esa Qly izn'kZu

uke Qly % xsagwW

fdLe % jkt- 3077@jkt- 4037@jkt- 1482@lksukfydk@lksukdY;k.k



1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj D;wukyQkWl 1.5% Kg. 28/- Kg. 25 700 10 280

2 cht Kg. 33/- Kg. 80 2640 32 1056

3 cht mipkj

(I) nhed fu;a=.k VªkbdksMekZ 6gm. 10 4

(II) cht tfur jksxksa ds fy,

(B) dYpj

(I) jkbtksfc;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4

(II) ih-,l-,e- rhu iSdsV i;kZIr 12/- Each 36 14.4

(III)

4 moZjd

(I) u=tu Kg. 20 8


(III) Mh-,-ih- Kg. 10/- Kg. 88 880 35 352

(IV) ;wfj;k Kg. 6/- Kg. 186 1114.08 74 445.63

5 lw{e rRo

6 [kjirokj fu;a=.k

(I)

(II)

7 ikS/k laj{k.k

(I) dVoeZ feFkkby iSjkfFk;kWu 2% pw.kZ Kg. 17/- Kg. 25 425 10 170

(II) QyhNsnd esykfFk;ku 5% ;k D;wukyQkWl 1.5% Kg. 28/- Kg. 25 700 10 280

Total 6541.08 195.00 2616.43


uke Qly % puk

fdLe % izrki puk@vkj-,l-th-&888




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310

ftIle Kg. 250 550 100 200

2 cht Kg. 38/- Kg. 4 152 2 61

3 cht mipkj

(I) eSUdkstso 2gm/Kg. cht 400/- Kg. 10 4

(II)

(B) dYpj

(I) rhu iSdsV i;kZIr ih-,l-Mh- 12/- Each 36 14.4

(II) ih-,l-,e- rhu iSdsV i;kZIr ih-,l-Mh- 12/- Each 36 14.4

(III)

4 moZjd

(I) u=tu Kg. 60 24


(III) Mh-,-ih- Kg. 10/- Kg. 66 660 26 264

(IV) ;wfj;k Kg. 6/- Kg. 121 728.64 49 291.456

5 lw{e rRo xa/kd pw.kZ gm. 10 40 400 16 160

Total 3347.64 239.00 1319.26


uke Qly % ljlksa

fdLe % ck;ks 902@olqU/kjk@ikbZfu;j




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj nhed ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310

2 cht nkus gsrq Kg. 40/- Kg. 10 400 4 160

pkjs gsrq Kg. 25 10

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1 27.6

(II) xa/kd pw.kZ gm. 110 4 440 2 176

(III)

(B) dYpj

(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/Each 36 14.4

(II) ih-,l-,e- rhu iSdsV i;kZIr 12/Each 36 14.4

(III)

4 moZjd

(I) u=tu Kg. 80 32


(III) Mh-,-ih- Kg. 10/- Kg. 99 990 40 396

(IV) ;wfj;k Kg. 6/- Kg. 186 1116 74 446.4

5 lw{e rRo ftad lYQsV dk iz;ksx Kg. 50/- Kg. 25 1250 10 500

Total 5112.00 201.00 2044.80


uke Qly % Tokj

fdLe % jktLFkku pjh& 1] 2@lh-,l-,p-&5] 6




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj feFkkby iSjkfFk;ku 2% pw.kZ Kg. 17/- Kg. 25 425 10 170

2 cht Kg. 80/- Kg. 15 1200 6 480

3 cht mipkj

(I)

(II)

(III)

(B) dYpj

(I) ih-,l-,e- rhu iSdSV i;kZIr 12/- Each 36 14.4

(II) jkttksfo;u rhu iSdSV i;kZIr 12/- Each 36 14.4

(III)

4 moZjd

(I) u=tu Kg. 10 4


(III) Mh-,-ih- Kg. 10/- Kg. 66 660 26 264

(IV) ;wfj;k Kg. 6/- Kg. 141 847.44 56 338.976

5 lw{e rRo

Total 3204.44 114.00 1281.78


uke Qly % ewWx

fdLe % iwlk cS'kk[kh@vkj-,e-th-&902




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj feFkkby iSjkfFk;ku 2% pw.kZ Kg. 17/- Kg. 25 425 10 170

ftIle Kg. 250 500 100 200

2 cht Kg. 137/- Kg. 2 274 1 110

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1 27.6

(II) thok.kq vaxHkkjh jksx gsrq LMsIVkslkbfDyu 10 Lit. ikuh esa gm. 40/- Pkt. 2 80 1 32

(III)

(B) dYpj

(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/- Each 36 14.4


(III)

4 moZjd

(I) u=tu Kg. 60 24


(III) Mh-,-ih- Kg. 10/- Kg. 55 550 22 220

(IV) ;wfj;k Kg. 6/- Kg. 113 678.48 45 271.392

5 lw{e rRo ftIle dk iz;ksx

6 [kjirokj fu;a=.k ,sykDyksj (A.I.) Kg. 1.5 100 1 40

Total 2748.48 217.00 1099.79


uke Qly % fry

fdLe % vkj-Vh-&46@Vh-lh-&25




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj

2 cht Kg. 400/- Kg. 15 6000 6 2400

3 cht mipkj

(I) vaxekjh jksx 250ppm. ,xzhekbflu 60 563 225

(II) Fkkbjke gm. 23 3 69 1 27.6

(III)

(B) dYpj

(I) jkbtksfo;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4


(III)

4 moZjd

(I) u=tu Kg. 10 4


(III) Mh-,-ih- Kg. 10/- Kg. 88 880 35 352

(IV) ;wfj;k Kg. 6/- Kg. 190 1137.8 76 455.136

5 lw{e rRo ftad lYQsV Kg. 50/- Kg. 25 1250 10 500

6 [kjirokj fu;a=.k 2-4, D- ,LVjlkYV gm. 250/- Kg. 500 125 200 50

Total 10096.80 348.00 4038.54


uke Qly % Xokj

fdLe % nqxkZiqjk lQsn@iwtk uocgkj




1 2 3 4 5 6 7 8 9 10

1 Hkwfe mipkj ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310

2 cht Kg. 30/- Kg. 10 300 4 120

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1 27.6

(II) xa/kd pw.kZ gm. 110 4 440 2 176

(III)

(B) dYpj

(I) jkbtksfo;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4


(III)

4 moZjd

(I) u=tu Kg. 80 32


(III) Mh-,-ih- Kg. 10/- Kg. 99 990 40 396

(IV) ;wfj;k Kg. 6/- Kg. 186 1116 74 446.4

5 lw{e rRo ftad lYQsV dk iz;ksx Kg. 50/- Kg. 25 1250 10 500

Total 5012.00 191.00 2004.80


uke Qly % cktjk

fdLe % 86 ,e 86@ikbZfu;j@dkyk lksuk@izks,xzks


ftys dk uke djkSyh

iapk;r lfefr dk uke djkSyh

tyxzg.k {ks= dk uke

dqy ykxr jkf'k tyxzg.k {ks= ls yk[k

o fd;k tkus okyk izLrkfor {ks=Qy gSDVs;j

Ø- xfrfof/k dk uke ifjokjksa Name of

la- dh HkkSfrd ;wfuV W/s + HkkSfrd nj foRrh; HkkSfrd nj foRrh; Other


1 iz'kklfud ykxr

2 ekWfuVfjax

3 boksY;w'ku

4 izos'k fcUn xfrfof/k

5 laLFkku o {kerk fuekZ.k

6 foLr`r ifj;kstuk izfrosnu

mi;ksx

7 tyxzg.k fodkl dk;Z pj.k

d`f"k Hkwfe dk;Z ¼vflafpr½

CVH(NRM) Ha.SC/ST/BPL

CVH(NRM) Ha. Other

Waste Weir No.

Farm Pond No.

Horticulture (NRM) Ha.

¼vd`f"k Hkwfe½

pkjkxkg fodkl gS-

pkjkxkg fodkl Ha.(Private Farmer)

Open Contour Trench Ha.

Road Side Plantation

ukyk mipkj dk;Z

Masonry Check Dam

WHS

mi;ksx

8 ekbØks m|e

A LIVE STOCK

A.I. No.

A.H. Camp

eqxhZikyu

eNyh ikyu

Lo;a lgk;rk lewg (R/F)

mPp f'k{kk

rduhdh izf'k{k.k

lkekftd lgk;rk

i'kq chek ;kstuk

mi;ksx

lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr ------------ tyxzg.k {ks= dh o"kZokj okf"kZd dk;Z ;kstuk


B mRiknu O;oLFkk ,oa vkthfodk

fodkl dk;Z

[kjhQ

jch

Qynkj ikS/kkjksi.k

oehZ dEiksLV

esMsi dEiksLV

fdpu] xkMZu

Trellis Farming

d`f"k Hkwfe (cvh Pro)

d`f"k Hkwfe (cvh Pro) Other Alu

d`f"k Hkwfe (cvh Pro) Other Alu+Kar

tSfod lkaM

Qwyksa dh [ksrh

elkyk [ksrh

vkS"k/kh;ka ikS/kksa dh [ksrh

ulZjh LFkkiuk (25000 Forest

Plant/ Family)

ftIle ls Hkwfe lq/kkj

flapkbZ gsrq ikbZi ykbZu

fLizaDyj flLVe

fMªi flapkbZ ;kstuk

d`f"k ;a= ¼Lis;j½

ikS/k laj{k.k ;a=

uhe mRiknu

xzhu gkml LFkkiuk

ckal mRiknu

Total

9 dUlksfyMs'ku pj.k

Grand Total

Summary

S.No. Name of Department

1 MNREGS

2 ANIMAL HUSBANDRY

3 SOCIAL WALFAIR

4 Rudset/ILFS

5 OTHERS

6 Horticulture (NRM) Ha.

7 AGRICULTURE

8 FISHARIES DEPTT.

Grand Total

Amount

1 Name of W/S IWMP-III

2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.

Design

1 Available crest length 48.50 M

2 Total catchment area 200.00 Ha

3 Hight of structure 1.80 M

A Design discharge (By flood discharge method)

A HYDRAULIC DESIGN

Peak rate of run off in cum/sec.=

Q = C I A C= 0.40

36 Catchment Area 200.00

Q = 9.78 cumsec K = L3

H

L= 3800.00

Say 9.8 cumsec H= 40.00

K 37037.82

Tc=0.0195K0.77

64.25

I = 4.40

B HYDRAULIC DESIGN

Q = 1.71L(h)3/2

L = 48.50 mt length available at site

h =[Q/1.71L]2/3

h = 0.37 Say = 0.60

Taking free board as 0.3 M

Total d = 0.90

C. STRUCTURAL DESIGN

(I) Top width of Head wall

h /(p-1)0.5

0.53 0.53 say = 0.80 M

(as per site condition where h = 0.60 m p = 2.30 0.60 M

p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wall

b = h+H /(p-1)0.5

2.10 Say = 1.70 M

H =heigth of head wall in meters = 1.8 m 1.80 M

(iii) Length of head wall extension

H +d + 1 3.70 3.70 M

d = h+free board = 0.90 0.90 M

but as per side condition L/S M 1.5 R/S M 1.5 3.00 M

(iv) Heigth of Head wall extension

H + d = 2.70 M

(v) Botton width of HW ext. side wall & wing wall

0.5(H+h)= 1.20 1.10 M

(vi) Top width of HW ext

0.4H= 0.72 0.60 M

(vii) Length of Basin

L.B =0.75(H+d)+H 3.83 2.95 M

(viii) Thickness of Basin =0.60m(incloding concreting)

(ix) Height of side wall

ESTIMATE NO. 30

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "E"


P.S Karauli, DISTT. KARAULI

H+d = 2.70 2.70 M

(x) Height of side wall =1.5h at W W joints

1.5h = 0.90 1.10 M

(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall

4.00

(xii) Length of wing wall = 2.25 h= 1.35 1.50 M

(xiii) Height of the wing wall = 0.90 1.10 M

(xiv) Top width of Head wall ext site wall wing wall = 0.60mt

(xv) Width of toe wall= 0.45 M

(xvi) Height of toe wall = 0.30 M

(xvii) Height of wing wall at wing end = 1.10 M

(xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 1.10 M

(xix) Depth of foundation taking as 2.00 M

STABILITY CHECK'S

a Top width of anicut = 0.80 m

b Bottm width of anicut = 1.70 m

w1 + w2 self weight of anicut

p1 Pressure due to water besswall

p2 Horizontal water pressure

p3 Up lift pressure

h Food heigth = 0.60 m

H heigth of anicut = 1.80 m

L considening one metre = 1

S 2.3

C 0.6

Forces acting on a over flow gravity dam

Forces and momrnt calculation's

considening one metre length of ancut and taking

Restoring moment as positive (+ ve) and overturning moment

as negative (-ve)

moment taken at B

s. no. Forces v- vertical

forces

H-

horizontal

forces

Force

acting at a

distance

from B

moment at

B 2x5

+ ve -ve

1 w1 = a x H xLxS

3.31 3.31 2.20 7.29

2 w2 = 1/2x(b-a)xHxLxS

1.86 1.86 1.13 2.11

3 p1 =wh x H

1.08 1.08 0.90 0.97

4 p2 =wH2/2 x H

1.62 1.62 0.60 0.97

5 p3 =cxwbx(H+h)/2

1.10 1.10 1.80 1.98

TOTAL 4.07 2.70 9.39 3.93

Em=mr-mo 5.46

CHECKS IN OVERTURNING

Factor of satety agaist overturning

Emr/Emo =+m/-m = Restoning moment/overturning moment

2.39

it is more than 1.50 hance structure is safe against overturning

SLINDING

Factor of safety against slinding

Ev/Eh = 1.51

it is more than 1.0 hance structure is safe against slinding

RUPTURE (safety against tension at the bese)

X Relne Position of resultant measured from toe

x = Em/Ev = 1.34

e = b/2 - X -0.49

Ev/b (1+6e/b) 0.66

Ev/b (1-6e/b) 4.13

P max = 0.66

P min = 4.13

S.No Particular Qty. Rate Labour Rate Unit Amount

1

Excavation in soil dry or

most&disposal of excavated

material within intial lead of 30 m

and liftof 1.5m including dressing

etc complete 35.07 75.00 75 cum 2630.33

2

Excavation in ordinary murram or

earth mixed with bajri and kankar or

boulder dry or most&disposal of

excavated material within intial lead

of 30 m and liftof 1.5m including

dressing etc complete 105.21 92.00 92 cum 9679.60

3

Excavation in disintegrated rock and

or soft rock or hard bankar or

compacted murrum dry or moist

including dressing&disposal of

exeavated matarual with intial lead

of 30m and lift of 1.5m 210.43 134.00 134 cum 28197.08

4

cement concrete well mixed in

cement mortar(1:4:8) laid in

position complete including curing

Aggregate size upto 50mm. HB 62.23 2105.00 312.55 cum 131002.04

5

Random rubble stone masonary in

cement sand mortar(1:6) for

foundation 231.25 1456.00 366.5 cum 336694.54

6


cement sand mortar(1:6) forsuper

structure 145.94 1574.00 484.5 cum 229707.20

7

Cement plaster including smooth

finishing in cement mortar

(1:4)25mm thick 242.49 154.00 58.15 sqm 37343.46

8Cement concrete coping in cement

mortar1:1.5:3.100mm thick 19.72 3519.00 315 cum 69388.96

ABSTRACT OF COST

9

E/W for bind / embankment in dry

or mosit soil including laying on

layers 1.5cm Breaking of clods sort

ing of grass pabbles ete and dressing

in requred profile when compacted

manually or by plain roller with

initial lead of 30mt and lift 1.5 mt

(exeluding)charges of waterring and

compaction

Hard soil 50% 112.50 85.00 85 cum 9562.50

Ordinary murram 50% 112.50 134.00 134 cum 15075.00

10Rehandling of cement beyond 100

m initial lead lead up to 200 49.88 44.00 44 mt. 2194.83

TOTAL 871475.54

METARIAL 608914.01

LABOUR 262561.53

TOTAL 871475.54

Add 3% Contingency Charges 26144.27

TOTAL Rs. 897619.81

Say 8.97

S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY

1 Total Excavation

H.W. 1.00 48.50 1.70 2.00 164.90

H.W.E. 2.00 3.00 1.10 2.00 13.20

S.W. 2.00 4.00 1.10 2.00 17.60

wing wall 2.00 1.50 1.10 2.00 6.60

Toe wall 1.00 48.50 0.45 0.90 19.64

Apron 1.00 48.50 2.95 0.90 128.77

Total (cu.m) 350.71

2

Excavation in hard soil dry or




etc complete 10%of

TotalExcavation

Total 35.07

3






dressing etc complete 30% of Total

Excavation

Total 105.21

DETAILED ESTIMATE

4






of 30m and lift of 1.5m 60% of

Total Excavation

Total 210.43

5

cement concrete well mixed in cement

mortar(1:4:8) laid in position

complete including curing Aggregate

size upto 50mm. HB Total Excavation

H.W. 1.00 48.50 1.70 0.30 24.74

H.W.E. 2.00 3.00 1.10 0.30 1.98

S.W. 2.00 4.00 1.10 0.30 2.64

Wing Wall 2.00 1.50 1.10 0.30 0.99

Toe Wall 1.00 48.50 0.45 0.15 3.27

Apron 1.00 48.50 2.95 0.20 28.62

Total 62.23

6



foundation

H.W. 1.00 48.50 1.70 1.70 140.17

H.W.E. 2.00 3.00 1.10 1.70 11.22

S.W. 2.00 4.00 1.10 1.70 14.96

Wing Wall 2.00 1.50 1.10 1.70 5.61

Toe Wall 1.00 48.50 0.45 0.75 16.37

Apron 1.00 48.50 2.95 0.30 42.92

Total 231.25

7



structure

H.W. 1.00 48.50 1.25 1.80 109.13

H.W.E 1.00 3.00 0.85 2.70 6.89

S.W. 2.00 3.40 0.85 1.90 10.98

2.00 0.60 0.85 2.70 2.75

2.00 0.50 0.85 1.35 1.15

Wing Wall 4.00 1.50 0.85 2.95 15.05

Total 145.94

8



(1:3)25mm thick

H.W. 1.00 48.50 1.80 87.30

1.00 48.50 2.10 101.85

1.00 48.50 0.30 14.55

S.W. 2.00 0.80 0.90 1.44

2.00 0.90 1.80 1.44

2.00 3.40 1.90 12.92

2.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.30

2.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50

Toe Wall 1.00 48.50 0.30 14.55

Total 242.49


mortar1:2:4.75 mm thick

H.W. 1.00 48.50 0.80 0.08 2.91

S.W. 2.00 5.10 0.60 0.08 0.46

Wing Wall 4.00 1.50 0.60 0.08 0.27

H.W.E. 1.00 3.00 0.60 0.08 0.14

Toe.Wall 1.00 48.50 0.45 0.08 1.64

Apron 1.00 48.50 2.95 0.10 14.31

Total 19.72

10








(exeluding charges of waterring and

compaction) Hard soil 225

Total 225

0.60 P3

0.80

P1

1.80 w1 1.3

P2 0.90

0.60 w2

2.40

1.80

1.44

PLAN

1.5 48.50 1.5

4.00

0.45

0.57 1.13

0.60

1.70

0.80

1.50

0.80

1.80 1.10

G.L G.L

0.10

0.30 0.90

2.00

0.20

0.3 2.95

1.70

X-Section

2.

0.60

0.60

2.70

1.10

G.L G.L

2.00 2.00

0.3 0.3

1.10

S.W.& H.Ex- X- Sec.

1.10

W.W. X- Sec.

5.28

1 Name of W/S IWMP III


Design





A HYDRAULIC DESIGN


Q = C I A C= 0.40



H

L= 3800.00


K 37037.82

Tc=0.0195K0.77

64.25

I = 4.40

B HYDRAULIC DESIGN

Q = 1.71L(h)3/2


h =[Q/1.71L]2/3

h = 0.51 Say = 0.60


Total d = 0.90



h /(p-1)0.5

0.53 0.53 say = 0.80 M




b = h+H /(p-1)0.5

2.10 Say = 1.70 M



H +d + 1 3.70 3.70 M




H + d = 2.70 M


0.5(H+h)= 1.20 1.10 M


0.4H= 0.72 0.60 M


L.B =0.75(H+d)+H 3.83 2.95 M


ESTIMATE NO. 29

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C"


P.S. Karauli, DISTT. KARAULI


H+d = 2.70 2.70 M


1.5h = 0.90 1.10 M


4.00










STABILITY CHECK'S






p3 Up lift pressure




S 2.3

C 0.6





as negative (-ve)

moment taken at B


forces

H-

horizontal

forces

Force

acting at a

distance

from B

moment at

B 2x5

+ ve -ve

1 w1 = a x H xLxS

3.31 3.31 2.20 7.29


1.86 1.86 1.13 2.11

3 p1 =wh x H

1.08 1.08 0.90 0.97

4 p2 =wH2/2 x H

1.62 1.62 0.60 0.97

5 p3 =cxwbx(H+h)/2

1.10 1.10 1.80 1.98

TOTAL 4.07 2.70 9.39 3.93

Em=mr-mo 5.46




2.39


SLINDING


Ev/Eh = 1.51




x = Em/Ev = 1.34

e = b/2 - X -0.49

Ev/b (1+6e/b) 0.66

Ev/b (1-6e/b) 4.13

P max = 0.66

P min = 4.13


1





etc complete 19.47 75.00 75 cum 1460.26

2







3







4





5



foundation 131.93 1456.00 366.5 cum 192089.17

6



structure 91.60 1574.00 484.5 cum 144179.97

7



(1:4)25mm thick 133.82 154.00 58.15 sqm 20607.51



ABSTRACT OF COST

9









compaction

Hard soil 50% 112.50 85.00 85 cum 9562.50




TOTAL 513262.93

METARIAL 350472.56

LABOUR 162790.37

TOTAL 513262.93


TOTAL Rs. 528660.82

Say 5.28


1 Total Excavation

H.W. 1.00 24.35 1.70 2.00 82.79

H.W.E. 2.00 3.00 1.10 2.00 13.20

S.W. 2.00 4.00 1.10 2.00 17.60

wing wall 2.00 1.50 1.10 2.00 6.60

Toe wall 1.00 24.35 0.45 0.90 9.86

Apron 1.00 24.35 2.95 0.90 64.65

Total (cu.m) 194.70

2





etc complete 10%of

TotalExcavation

Total 19.47

3







Excavation

Total 58.41

DETAILED ESTIMATE

4







Total Excavation

Total 116.82

5





H.W. 1.00 24.35 1.70 0.30 12.42

H.W.E. 2.00 3.00 1.10 0.30 1.98

S.W. 2.00 4.00 1.10 0.30 2.64

Wing Wall 2.00 1.50 1.10 0.30 0.99

Toe Wall 1.00 24.35 0.45 0.15 1.64

Apron 1.00 24.35 2.95 0.20 14.37

Total 34.04

6



foundation

H.W. 1.00 24.35 1.70 1.70 70.37

H.W.E. 2.00 3.00 1.10 1.70 11.22

S.W. 2.00 4.00 1.10 1.70 14.96

Wing Wall 2.00 1.50 1.10 1.70 5.61

Toe Wall 1.00 24.35 0.45 0.75 8.22

Apron 1.00 24.35 2.95 0.30 21.55

Total 131.93

7



structure

H.W. 1.00 24.35 1.25 1.80 54.79

H.W.E 1.00 3.00 0.85 2.70 6.89

S.W. 2.00 3.40 0.85 1.90 10.98

2.00 0.60 0.85 2.70 2.75

2.00 0.50 0.85 1.35 1.15

Wing Wall 4.00 1.50 0.85 2.95 15.05

Total 91.60

8



(1:3)25mm thick

H.W. 1.00 24.35 1.80 43.83

1.00 24.35 2.10 51.14

1.00 24.35 0.30 7.31

S.W. 2.00 0.80 0.90 1.44

2.00 0.90 1.80 1.44

2.00 3.40 1.90 12.92

2.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.30

2.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50

Toe Wall 1.00 24.35 0.30 7.31

Total 133.82



H.W. 1.00 24.35 0.80 0.08 1.46

S.W. 2.00 5.10 0.60 0.08 0.46

Wing Wall 4.00 1.50 0.60 0.08 0.27

H.W.E. 1.00 3.00 0.60 0.08 0.14

Toe.Wall 1.00 24.35 0.45 0.08 0.82

Apron 1.00 24.35 2.95 0.10 7.18

Total 10.33

10










Total 225

0.60 P3

0.80

P1

1.80 w1 1.3

P2 0.90

0.60 w2

2.40

1.80

1.44

PLAN

1.5 24.35 1.5

4.00

0.45

0.57 1.13

0.60

1.70

0.80

1.50

0.80

1.80 1.10

G.L G.L

0.10

0.30 0.90

2.00

0.20

0.3 2.95

1.70

X-Section

2.

0.60

0.60

2.70

1.10

G.L G.L

2.00 2.00

0.3 0.3

1.10

S.W.& H.Ex- X- Sec.

1.10

W.W. X- Sec.

Considerations - (GKN BSR-2010 District Karauli)

A Seepage Line 9:1

B Side Slope

U/s 3:1

D/S 2:1

C Length of Structure 15.00 Mtr.

D Height of Structure 2.50 Mtr.

Ø-l- ek=k nj jkf'k

1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 45.00 0.25 11.25

ehVj Áfr ehVj

2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15 ls-

eh- ijr es Mkyuk] <syksa dks rksM+uk] ?kkl&ikr

rFkk dadj chudj vyx djuk rFkk feêh dh

njslh djuk rFkk 'khi QwV jksyj@gSaM jSej ls

feêh nckuk] 1-5 eh mBku rFkk 50 eh- nwjh ds

fy,A

dBksj feVV̀h 328.13 85 27890.63

Äu ehVj Áfr Äu ehVj

3 cht cqokbZ cuk;s x;s fjt ijA 75.00 0.59 44.25

ehVj Áfr ehVj

10 ls-eh- nwjh ij (4 ls 5 LyhIl ,d txg) 4 okuLifrd vojks/k LFkkfir djuk

ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 60.00 525 31.50

fdeh Áfr fdeh

5 IykUVhax ,oa Mªsflax dk;Z 60.00 1425 85.50

fdeh Áfr fdeh

6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 60.00 308 18.48

fdeh Áfr fdeh

7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.77

1 yk[k fLyi

;ksx 28114.38

8 vkdfLed O;; 3 izfr'kr 843.43dqy ;ksx 28957.81

ekuk 29000.00

(4*yEckbZ)

Dimensions are not to the scale

ESTIMATE NO. 28

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "C"

fooj.k

(3*yEckbZ)

15*(2.50+15.0)/2*2.50

(5*yEckbZ)

15.00m

2.50m

2.50m

1.00mFree board

13.50m M

(GKN BSR-2010 District Karauli)Considerations -

A Seepage Line 5%1

B Side Slope

U/s 3%1

D/S 2%1



Øe

la[;k

ek=k nj jkf'k


Áfr ehVj

2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15

ls-eh- ijr es Mkyuk] <syksa dks rksM+uk]

?kkl&ikr rFkk dadj chudj vyx djuk

rFkk feêh dh njslh djuk rFkk 'khi QwV

jksyj@gSaM jSej ls feêh nckuk] 1-5 eh

mBku rFkk 50 eh- nwjh ds fy,A

dBksj feVV̀h 10*(2.5+12.50)/2*2.00 150.00 85 12750.00

Áfr Äu ehVj


Áfr ehVj


ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 40.00 525 21.00

Áfr fdeh

5 40.00 1425 57.00

Áfr fdeh

6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 40.00 308 12.32

Áfr fdeh

7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.771 yk[k fLyi

;ksx 12910.098 vkdfLed O;; 3 izfr'kr 387.30

dqy ;ksx 13297.39ekuk 13300.00

(4*yEckbZ)

Dimensions are not to the scale

ESTIMATE NO. 27

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "B"

fooj.k

(3*yEckbZ)

(5*yEckbZ)

IykUVhax ,oa Mªsflax dk;Z

12.50m

2.50m

2.00m

0.70mFree board

11.70mm


Considerations -

A Seepage Line 5:1

B Side Slope

U/s 3:1

D/S 2:1



Øe la[;k ek=k nj jkf'k


Áfr ehVj

2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15 ls-

eh- ijr es Mkyuk] <syksa dks rksM+uk] ?kkl&ikr

rFkk dadj chudj vyx djuk rFkk feêh dh

njslh djuk rFkk 'khi QwV jksyj@gSaM jSej ls

feêh nckuk] 1-5 eh mBku rFkk 50 eh- nwjh ds

fy,A

dBksj feVV̀h 112.00 85.00 9520.00

Áfr Äu ehVj


Áfr ehVj


ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 40.00 525.00 21.00Áfr fdeh

5 IykUVhax ,oa Mªsflax dk;Z 40.00 1425.00 57.00Áfr fdeh

6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 40.00 308.00 12.32Áfr fdeh

7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.771 yk[k fLyi

;ksx 9680.098 vkdfLed O;; 3 izfr'kr 290.40

dqy ;ksx 9970.49

ekuk 10000.00

(5*yEckbZ)

(4*yEckbZ)

ESTIMATE NO. 26

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "A"

fooj.k

(3*yEckbZ)

10*(2.0+12.0)/2*1.60

12.00m

2.00m

1.60m

0.50mFree board

9.90 m





Design





A HYDRAULIC DESIGN


Q = C I A C= 0.40



H

L= 3800.00


K 37037.82

Tc=0.0195K0.77

64.25

I = 4.40

B HYDRAULIC DESIGN

Q = 1.71L(h)3/2


h =[Q/1.71L]2/3

h = 0.56 Say = 0.60


Total d = 0.90



h /(p-1)0.5

0.53 0.53 say = 0.80 M




b = h+H /(p-1)0.5

2.10 Say = 1.70 M



H +d + 1 3.70 3.70 M




H + d = 2.70 M


0.5(H+h)= 1.20 1.10 M


0.4H= 0.72 0.60 M


L.B =0.75(H+d)+H 3.83 2.95 M



ESTIMATE NO. 24

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C"

H+d = 2.70 2.70 M


1.5h = 0.90 1.10 M


4.00










STABILITY CHECK'S






p3 Up lift pressure




S 2.3

C 0.6





as negative (-ve)

moment taken at B


forces

H-

horizontal

forces

Force

acting at a

distance

from B

moment at

B 2x5

+ ve -ve

1 w1 = a x H xLxS

3.31 3.31 2.20 7.29


1.86 1.86 1.13 2.11

3 p1 =wh x H

1.08 1.08 0.90 0.97

4 p2 =wH2/2 x H

1.62 1.62 0.60 0.97

5 p3 =cxwbx(H+h)/2

1.10 1.10 1.80 1.98

TOTAL 4.07 2.70 9.39 3.93

Em=mr-mo 5.46




2.39


SLINDING


Ev/Eh = 1.51




x = Em/Ev = 1.34

e = b/2 - X -0.49

Ev/b (1+6e/b) 0.66

Ev/b (1-6e/b) 4.13

P max = 0.66

P min = 4.13


1





etc complete 16.66 75.00 75 cum 1249.50

2







3







4





5



foundation 114.04 1456.00 366.5 cum 166042.24

6



structure 81.81 1574.00 484.5 cum 128774.45

7



(1:4)25mm thick 114.24 154.00 58.15 sqm 17592.96



ABSTRACT OF COST

9









compaction

Hard soil 50% 112.50 85.00 85 cum 9562.50




TOTAL 448740.17

METARIAL 303921.00

LABOUR 144819.17

TOTAL 448740.17


TOTAL Rs. 462202.37

Say 4.62


1 Total Excavation

H.W. 1.00 20.00 1.70 2.00 68.00

H.W.E. 2.00 3.00 1.10 2.00 13.20

S.W. 2.00 4.00 1.10 2.00 17.60

wing wall 2.00 1.50 1.10 2.00 6.60

Toe wall 1.00 20.00 0.45 0.90 8.10

Apron 1.00 20.00 2.95 0.90 53.10

Total (cu.m) 166.60

2





etc complete 10%of

TotalExcavation

Total 16.66

3







Excavation

Total 49.98

DETAILED ESTIMATE

4





exeavated matarual with intial lead of

30m and lift of 1.5m 60% of Total

Excavation

Total 99.96

5





H.W. 1.00 20.00 1.70 0.30 10.20

H.W.E. 2.00 3.00 1.10 0.30 1.98

S.W. 2.00 4.00 1.10 0.30 2.64

Wing Wall 2.00 1.50 1.10 0.30 0.99

Toe Wall 1.00 20.00 0.45 0.15 1.35

Apron 1.00 20.00 2.95 0.20 11.80

Total 28.96

6



foundation

H.W. 1.00 20.00 1.70 1.70 57.80

H.W.E. 2.00 3.00 1.10 1.70 11.22

S.W. 2.00 4.00 1.10 1.70 14.96

Wing Wall 2.00 1.50 1.10 1.70 5.61

Toe Wall 1.00 20.00 0.45 0.75 6.75

Apron 1.00 20.00 2.95 0.30 17.70

Total 114.04

7



structure

H.W. 1.00 20.00 1.25 1.80 45.00

H.W.E 1.00 3.00 0.85 2.70 6.89

S.W. 2.00 3.40 0.85 1.90 10.98

2.00 0.60 0.85 2.70 2.75

2.00 0.50 0.85 1.35 1.15

Wing Wall 4.00 1.50 0.85 2.95 15.05

Total 81.81

8


finishing in cement mortar (1:3)25mm

thick

H.W. 1.00 20.00 1.80 36.00

1.00 20.00 2.10 42.00

1.00 20.00 0.30 6.00

S.W. 2.00 0.80 0.90 1.44

2.00 0.90 1.80 1.44

2.00 3.40 1.90 12.92

2.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.30

2.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50

Toe Wall 1.00 20.00 0.30 6.00

Total 114.24



H.W. 1.00 20.00 0.80 0.08 1.20

S.W. 2.00 5.10 0.60 0.08 0.46

Wing Wall 4.00 1.50 0.60 0.08 0.27

H.W.E. 1.00 3.00 0.60 0.08 0.14

Toe.Wall 1.00 20.00 0.45 0.08 0.68

Apron 1.00 20.00 2.95 0.10 5.90

Total 8.64

10










Total 225

0.60 P3

0.80

P1

1.80 w1 1.3

P2 0.90

0.60 w2

2.40

1.80

1.44

PLAN

1.5 20.00 1.5

4.00

0.45

0.57 1.13

0.60

1.70

0.80

1.50

0.80

1.80 1.10

G.L G.L

0.10

0.30 0.90

2.00

0.20

0.3 2.95

1.70

X-Section

2.

0.60

0.60

2.70

1.10

G.L G.L

2.00 2.00

0.3 0.3

1.10

S.W.& H.Ex- X- Sec.

1.10

W.W. X- Sec.




Design





A HYDROLIC DESIGN


Q = C I A C= 0.40



H

L= 3800.00

Say 8 cumsec H= 40.00

K 37037.82

Tc=0.0195K0.77

64.25

I = 4.40

B HYDROLIC DESIGN

Q = 1.71L(h)3/2


h =[Q/1.71L]2/3

h = 0.58 Say = 0.60


Total d = 0.90



h /(p-1)0.5

0.53 0.53 say = 0.80 M




b = h+H /(p-1)0.5

1.84 Say = 1.70 M



H +d + 1 3.40 3.40 M




H + d = 2.40 M


0.5(H+h)= 1.05 1.10 M


0.4H= 0.6 0.60 M


L.B =0.75(H+d)+H 3.30 2.95 M

ESTIMATE NO. 23

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "B"




H+d = 2.40 2.40 M


1.5h = 0.90 1.10 M


4.00





(xvi)Height of toe wall = 0.30 M

(xvii)Height of wing wall at wing end = 1.10 M

(xviii)Bottem width of the side wall &wing wall taking as per Bottom width


(xix)Depth of foundation taking as 2.00 M

STABILITY CHECK'S



w1 + w2self weight of anicut



p3 Up lift pressure




S 2.3

C 0.6





as negative (-ve)

moment taken at B

s. no. Forces

v- vertical

forces

H-

horizontal

forces

Force

acting at a

distance

from B

moment at

B 2x5

+ ve -ve

1 w1 = a x H xLxS

2.76 2.76 2.20 6.07


1.55 1.55 1.13 1.75

3 p1 =wh x H

0.90 0.90 0.90 0.81

4 p2 =wH2/2 x H

1.13 1.13 0.60 0.68

5 p3 =cxwbx(H+h)/2

0.92 0.92 1.80 1.65

TOTAL 3.39 2.03 7.83 3.14

Em=mr-mo 4.69




2.49


SLIDING


Ev/Eh = 1.68




x = Em/Ev = 1.38

e = b/2 - X -0.53

Ev/b (1+6e/b) 0.12

Ev/b (1-6e/b) 3.87

P max = 0.12

P min = 3.87


1 Excavation in soil dry or

most&disposal of excavated material

within intial lead of 30 m and liftof

1.5m including dressing etc complete 10.20 75.00 75 cum 765.00

2 Excavation in ordinary murram or






3 Excavation in disintegrated rock and






4 cement concrete well mixed in

cement mortar(1:4:8) laid in position


size upto 50mm. HB 17.29 2105.00 312.55 cum 36384.93

5 Random rubble stone masonary in


foundation 72.92 1456.00 366.5 cum 106164.24



structure 53.50 1574.00 484.5 cum 84205.85

7 Cement plaster including smooth


(1:4)25mm thick 62.22 154.00 58.15 sqm 9581.88

ABSTRACT OF COST

8 Cement concrete coping in cement


9 E/W for bind / embankment in dry or

mosit soil including laying on layers

1.5cm Breaking of clods sort ing of

grass pabbles ete and dressing in

requred profile when compacted




compaction

Hard soil 50% 112.50 85.00 85 cum 9562.50


10 Rehandling of cement beyond 100 m

initial lead lead up to 200 15.41 44.00 44 mt. 678.20

TOTAL 290154.12

METARIAL 189897.05

LABOUR 100257.07

TOTAL 290154.12


TOTAL Rs. 298858.75

Say 2.99

Prepared by checked by Approved by


1 Total Excavation

H.W. 1.00 10.00 1.70 2.00 34.00

H.W.E. 2.00 3.00 1.10 2.00 13.20

S.W. 2.00 4.00 1.10 2.00 17.60

wing wall 2.00 1.50 1.10 2.00 6.60

Toe wall 1.00 10.00 0.45 0.90 4.05

Apron 1.00 10.00 2.95 0.90 26.55

Total (cu.m) 102.00

2 Excavation in hard soil dry or

most&disposal of excavated material

within intial lead of 30 m and liftof

1.5m including dressing etc complete

10%of TotalExcavation

Total 10.20

DETAILED ESTIMATE







Excavation

Total 30.60






of 30m and lift of 1.5m 60% of Total

Excavation

Total 61.20




size upto 50mm. HB Total

Excavation H.W. 1.00 10.00 1.70 0.30 5.10

H.W.E. 2.00 3.00 1.10 0.30 1.98

S.W. 2.00 4.00 1.10 0.30 2.64

Wing Wall 2.00 1.50 1.10 0.30 0.99

Toe Wall 1.00 10.00 0.45 0.15 0.68

Apron 1.00 10.00 2.95 0.20 5.90

Total 17.29



foundation

H.W. 1.00 10.00 1.70 1.70 28.90

H.W.E. 2.00 3.00 1.10 1.70 11.22

S.W. 2.00 4.00 1.10 1.70 14.96

Wing Wall 2.00 1.50 1.10 1.70 5.61

Toe Wall 1.00 10.00 0.45 0.75 3.38

Apron 1.00 10.00 2.95 0.30 8.85

Total 72.92



structure

H.W. 1.00 10.00 1.25 1.50 18.75

H.W.E 1.00 3.00 0.85 2.40 6.12

S.W. 2.00 3.40 0.85 1.75 10.12

2.00 0.60 0.85 2.40 2.45

2.00 0.50 0.85 1.20 1.02

Wing Wall 4.00 1.50 0.85 2.95 15.05

Total 53.50



(1:3)25mm thick

H.W. 1.00 10.00 1.50 15.00

1.00 10.00 1.80 18.00

1.00 10.00 0.30 3.00

S.W. 2.00 0.80 0.90 1.44

2.00 0.90 1.65 1.44

2.00 3.40 1.75 11.90

2.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.30

2.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50

Toe Wall 1.00 10.00 0.30 3.00

Total 62.22



H.W. 1.00 10.00 0.80 0.08 0.60

S.W. 2.00 5.10 0.60 0.08 0.46

Wing Wall 4.00 1.50 0.60 0.08 0.27

H.W.E. 1.00 3.00 0.60 0.08 0.14

Toe.Wall 1.00 10.00 0.45 0.08 0.34

Apron 1.00 10.00 2.95 0.10 2.95

Total 4.75

10 E/W for bind / embankment in dry or

mosit soil including laying on layers

1.5cm Breaking of clods sort ing of

grass pabbles ete and dressing in

requred profile when compacted





Total 225

0.60 P3

0.80

P1

1.50 w1 1.3

P2 0.75

0.50 w2

2.10

1.50

1.26

PLAN

1.5 10.00 1.5

4.00

0.45

0.57 1.13

0.60

1.70

0.80

1.50

0.80

1.50 1.10

G.L G.L

0.10

0.30 0.90

2.00

0.20

0.3 2.95

1.70

X-Section

2.

0.60

0.60

2.40

1.10

G.L G.L

2.00 2.00

0.3 0.3

1.10

S.W.& H.Ex- X- Sec.

1.10

W.W. X- Sec.





Design





A HYDROLIC DESIGN


Q = C I A C= 0.40



H

L= 3800.00


K 37037.82

Tc=0.0195K0.77

64.25

I = 4.40

B HYDROLIC DESIGN

Q = 1.71L(h)3/2


h =[Q/1.71L]2/3

h = 0.61 Say = 0.60


Total d = 0.90



h /(p-1)0.5

0.53 0.53 say = 0.60 M




b = h+H /(p-1)0.5

1.67 Say = 1.70 M



H +d + 1 3.20 3.20 M




H + d = 2.20 M


0.5(H+h)= 0.95 1.10 M


0.4H= 0.52 0.60 M


L.B =0.75(H+d)+H 2.95 2.95 M



H+d = 2.20 2.20 M


1.5h = 0.90 1.10 M

ESTIMATE NO. 22

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "A"


4.00





(xvi)Height of toe wall = 0.30 M

(xvii)Height of wing wall at wing end = 1.10 M

(xviii)Bottem width of the side wall &wing wall taking as per Bottom width


(xix)Depth of foundation taking as 2.00 M

STABILITY CHECK'S



w1 + w2self weight of anicut



p3 Up lift pressure




S 2.3

C 0.6





as negative (-ve)

moment taken at B

s. no. Forces

v- vertical

forces

H- horizontal

forces

Force

acting at a

distance

from B

moment at B

2x5

+ ve -ve

1 w1 = a x H xLxS

1.79 1.79 2.20 3.95


1.64 1.64 1.13 1.86

3 p1 =wh x H

0.78 0.78 0.90 0.70

4 p2 =wH2/2 x H

0.85 0.85 0.60 0.51

5 p3 =cxwbx(H+h)/2

0.80 0.80 1.80 1.43

TOTAL 2.64 1.63 5.81 2.64

Em=mr-mo 3.16




2.20


SLINDING


Ev/Eh = 1.63




x = Em/Ev = 1.20

e = b/2 - X -0.35

Ev/b (1+6e/b) 0.33

Ev/b (1-6e/b) 2.78

P max = 0.33

P min = 2.78

S.No Particular Qty. Rate Labour

Rate

Unit Amount

1 Excavation in soil dry or




etc complete 7.62 75.00 75 cum 571.20















complete including curing




foundation 56.47 1456.00 366.5 cum 82213.04



structure 42.34 1574.00 484.5 cum 66644.73



(1:4)25mm thick 42.82 154.00 58.15 sqm 6594.28



9 E/W for bind / embankment in dry








compaction

Hard soil 50% 112.50 85.00 85 cum 9562.50

ABSTRACT OF COST


10 Rehandling of cement beyond 100 m

initial lead lead up to 200 11.67 44.00 44 mt. 513.46

TOTAL 226885.84

METARIAL 144318.42

LABOUR 82567.43

TOTAL 226885.84


TOTAL Rs. 233692.42

Say 2.33


1 Total Excavation

H.W. 1.00 6.00 1.70 2.00 20.40

H.W.E. 2.00 3.00 1.10 2.00 13.20

S.W. 2.00 4.00 1.10 2.00 17.60

wing wall 2.00 1.50 1.10 2.00 6.60

Toe wall 1.00 6.00 0.45 0.90 2.43

Apron 1.00 6.00 2.95 0.90 15.93

Total (cu.m) 76.16





etc complete 10%of

TotalExcavation

Total 7.62







Excavation

Total 22.85

DETAILED ESTIMATE







Total Excavation

Total 45.70



complete including curing

Aggregate size upto 50mm. HB

Total Excavation H.W. 1.00 6.00 1.70 0.30 3.06

H.W.E. 2.00 3.00 1.10 0.30 1.98

S.W. 2.00 4.00 1.10 0.30 2.64

Wing Wall 2.00 1.50 1.10 0.30 0.99

Toe Wall 1.00 6.00 0.45 0.15 0.41

Apron 1.00 6.00 2.95 0.20 3.54

Total 12.62



foundation

H.W. 1.00 6.00 1.70 1.70 17.34

H.W.E. 2.00 3.00 1.10 1.70 11.22

S.W. 2.00 4.00 1.10 1.70 14.96

Wing Wall 2.00 1.50 1.10 1.70 5.61

Toe Wall 1.00 6.00 0.45 0.75 2.03

Apron 1.00 6.00 2.95 0.30 5.31

Total 56.47



structure

H.W. 1.00 6.00 1.15 1.30 8.97

H.W.E 1.00 3.00 0.85 2.20 5.61

S.W. 2.00 3.40 0.85 1.65 9.54

2.00 0.60 0.85 2.20 2.24

2.00 0.50 0.85 1.10 0.94

Wing Wall 4.00 1.50 0.85 2.95 15.05

Total 42.34



(1:3)25mm thick

H.W. 1.00 6.00 1.30 7.80

1.00 6.00 1.60 9.60

1.00 6.00 0.30 1.80

S.W. 2.00 0.60 0.90 1.08

2.00 1.10 1.55 1.08

2.00 3.40 1.65 11.22

2.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.30

2.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50

Toe Wall 1.00 6.00 0.30 1.80

Total 42.82



H.W. 1.00 6.00 0.60 0.08 0.27

S.W. 2.00 5.10 0.60 0.08 0.46

Wing Wall 4.00 1.50 0.60 0.08 0.27

H.W.E. 1.00 3.00 0.60 0.08 0.14

Toe.Wall 1.00 6.00 0.45 0.08 0.20

Apron 1.00 6.00 2.95 0.10 1.77

Total 3.11

10 E/W for bind / embankment in dry









Total 225

0.60 P3

0.60

P1

1.30 w1 1.4

P2 0.65

0.43 w2

1.90

1.30

1.14

PLAN

1.5 6.00 1.5

4.00

0.45

0.57 1.13

0.60

1.70

0.60

1.50

0.60

1.30 1.10

G.L G.L

0.10

0.30 0.90

2.00

0.20

0.3 2.95

1.70

X-Section

2.

0.60

0.60

2.20

1.10

G.L G.L

2.00 2.00

0.3 0.3

1.10

S.W.& H.Ex- X- Sec.

1.10

W.W. X- Sec.


1 Name of w/s :- IWMP-III

2 Name of work :- CONTRUCTION OF SAFTY WALL

1 Available crest length 9 M


3 Top Width 0.6 M

4 Bottom Width 1.25 M

5 Depth of foundation taking as 1.10 M

6 Length of Basin 1.00 M

7 Head wall ext. 2+2 M

S.No. PARTICULAR No. L B H/D Qty Rate Amount



material within intial lead of

30 m and liftof 1.5m including

dressing etc complete

H.W. 1.00 9.00 1.25 1.10 12.38

H.W.EX. 2.00 2.00 0.90 1.10 3.96

Apron 1.00 9.00 1.00 0.60 5.40

Total (cu.m) 21.74

Total 21.74 92.00 1999.62



position complete including

curing Aggregate size upto

50mm. HB

H.W. 1.00 9.00 1.25 0.30 3.38

H.W.EX. 2.00 2.00 0.90 0.30 1.08

Apron 1.00 9.00 1.00 0.30 2.70

Total 7.16 2105 15061.28

3 Random rubble stone

masonary in cement sand

mortar(1:6) for foundation

H.W. 1.00 9.00 1.25 0.80 9.00

H.W.EX. 2.00 2.00 0.60 0.80 1.92

Apron 1.00 9.00 1.00 0.30 2.70

Total 13.62 1456 19830.72



mortar(1:6) for super structure

H.W. 1.00 9.00 0.93 0.80 6.66

H.W.EX. 2.00 2.00 0.60 1.30 3.12

Total 6.66 1574 10482.84

5 Cement plaster including

smooth finishing in cement

mortar (1:4)25mm thick

H.W. 1.00 9.00 0.80 7.20

1.00 9.00 1.10 9.90

H.W.EX. 2.00 0.60 0.50 0.60

ESTIMATE NO. 17

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "B"

P.S . Karauli, DISTT. KARAULI ( RAJ.)

DETAILED ESTIMATE

Apron 1.00 9.00 1.00 9.00

Total 26.70 154 4111.80

6 Cement concrete coping in

cement mortar1:1:5 :3 100

mm thick

H.W. 1.00 9.00 0.60 0.075 0.41

H.W.EX. 2.00 2.00 0.60 0.075 0.18

Apron 1.00 9.00 1.25 0.075 0.84

Total 1.43 3519 5027.77

TOTAL 56514.03

MATERIAL 45425.73

LABOUR 11088.30

TOTAL 56514.03


TOTAL Rs. 58209.45

Say 58200.00

.0.6 2.00 9

1.00 0.3 9

G.L G.L

1.10 0.3

0.3

1.3

0.50

0.6

1.00

X-Section



2 Name of work :- CONTRUCTION OF WALL AT M- L-2



3 Top Width 0.6 M










dressing etc complete 100%of

TotalExcavation

H.W. 1.00 8.00 1.10 0.90 7.92

H.W.EX. 2.00 2.00 0.90 0.90 3.24

Apron 1.00 8.00 1.00 0.60 4.80

Total (cu.m) 15.96

Total 15.96 92.00 1468.32





50mm. H.W. 1.00 8.00 1.10 0.30 2.64

H.W.EX. 2.00 2.00 0.90 0.30 1.08

Apron 1.00 8.00 1.00 0.30 2.40

Total 6.12 2105 12882.60




H.W. 1.00 8.00 1.10 0.60 5.28

H.W.EX. 2.00 2.00 0.60 0.60 1.44

Apron 1.00 8.00 1.00 0.30 2.40

Total 9.12 1456 13278.72




H.W. 1.00 8.00 0.85 0.60 4.08

H.W.EX. 2.00 2.00 0.60 1.10 2.64

Total 4.08 1574 6421.92

ESTIMATE NO. 18

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "A"

DETAILED ESTIMATE





H.W. 1.00 8.00 0.60 4.80

1.00 8.00 0.90 7.20

H.W.EX. 2.00 0.60 0.50 0.60

Apron 1.00 8.00 1.00 8.00

Total 20.60 154 3172.40



mm thick

H.W. 1.00 8.00 0.60 0.075 0.36

H.W.EX. 2.00 2.00 0.60 0.075 0.18

Apron 1.00 8.00 1.10 0.075 0.66

Total 1.20 3519 4222.80

TOTAL 41446.76

METARIAL 33596.60

LABOUR 7850.16

TOTAL 41446.76


TOTAL Rs. 42690.16

Say 42700.00

.0.6 2.00 8

1.00 0.3 8

G.L G.L

0.90 0.3

0.3

1.1

X-Section

0.6

0.50

1.00






3 Top Width 0.6 M











TotalExcavation

H.W. 1.00 14.00 1.35 1.20 22.68

H.W.EX. 2.00 2.00 0.90 1.20 4.32

Apron 1.00 14.00 1.00 0.60 8.40

Total (cu.m) 35.40

Total 35.40 92.00 3256.80





50mm. HB H.W.

1.00 14.00 1.35 0.30 5.67

H.W.EX. 2.00 2.00 0.90 0.30 1.08

Apron 1.00 14.00 1.00 0.30 4.20

Total 10.95 2105 23049.75




H.W. 1.00 14.00 1.35 0.90 17.01

H.W.EX. 2.00 2.00 0.60 0.90 2.16

Apron 1.00 14.00 1.00 0.30 4.20

Total 23.37 1456 34026.72




H.W. 1.00 14.00 0.98 0.90 12.29

H.W.EX. 2.00 2.00 0.60 1.40 3.36

Total 12.29 1574 19336.59




H.W. 1.00 14.00 0.90 12.60

1.00 14.00 1.20 16.80

H.W.EX. 2.00 0.60 0.50 0.60

ESTIMATE NO. 19

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "C"

DETAILED ESTIMATE


Apron 1.00 14.00 1.00 14.00

Total 44.00 154 6776.00



mm thick

H.W. 1.00 14.00 0.60 0.075 0.63

H.W.EX. 2.00 2.00 0.60 0.075 0.18

Apron 1.00 14.00 1.35 0.075 1.42

Total 2.23 3519 7838.57

TOTAL 94284.43

METARIAL 75481.64

LABOUR 18802.79

TOTAL 94284.43


TOTAL Rs. 97112.97

Say 97100.00

.0.6 2.00 14

1.00 0.3 14

G.L G.L

1.20 0.3

0.3

1.4

0.50

0.6

1.00

X-Section






3 Top Width 0.6 M











TotalExcavation

H.W. 1.00 17.00 1.40 1.30 30.94

H.W.EX. 2.00 2.00 0.90 1.30 4.68

Apron 1.00 17.00 1.00 0.60 10.20

Total (cu.m) 45.82

Total 45.82 92.00 4215.44





50mm. HB H.W.

1.00 17.00 1.40 0.30 7.14

H.W.EX. 2.00 2.00 0.90 0.30 1.08

Apron 1.00 17.00 1.00 0.30 5.10

Total 13.32 2105 28038.60




H.W. 1.00 17.00 1.40 1.00 23.80

H.W.EX. 2.00 2.00 0.60 1.00 2.40

Apron 1.00 17.00 1.00 0.30 5.10

Total 31.30 1456 45572.80




H.W. 1.00 17.00 1.00 1.00 17.00

H.W.EX. 2.00 2.00 0.60 1.50 3.60

Total 17.00 1574 26758.00




H.W. 1.00 17.00 1.00 17.00

1.00 17.00 1.30 22.10

H.W.EX. 2.00 0.60 0.50 0.60


DETAILED ESTIMATE

ESTIMATE NO. 20

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "D"

Apron 1.00 17.00 1.00 17.00

Total 56.70 154 8731.80



mm thick

H.W. 1.00 17.00 0.60 0.075 0.77

H.W.EX. 2.00 2.00 0.60 0.075 0.18

Apron 1.00 17.00 1.40 0.075 1.79

Total 2.73 3519 9606.87

TOTAL 122923.51

METARIAL 98098.34

LABOUR 24825.17

TOTAL 122923.51


TOTAL Rs. 126611.22

Say 126600.00

.0.6 2.00 17

1.00 0.3 17

G.L G.L

1.30 0.3

0.3

1.4

0.50

0.6

1.00

X-Section






3 Top Width 0.6 M











TotalExcavation

H.W. 1.00 22.00 1.70 1.60 59.84

H.W.EX. 2.00 2.00 0.90 1.60 5.76

Apron 1.00 22.00 1.00 0.60 13.20

Total (cu.m) 78.80

Total 78.80 92.00 7249.60





50mm. HB H.W.

1.00 22.00 1.70 0.30 11.22

H.W.EX. 2.00 2.00 0.90 0.30 1.08

Apron 1.00 22.00 1.00 0.30 6.60

Total 18.90 2105 39784.50




H.W. 1.00 22.00 1.70 1.30 48.62

H.W.EX. 2.00 2.00 0.60 1.30 3.12

Apron 1.00 22.00 1.00 0.30 6.60

Total 58.34 1456 84943.04




H.W. 1.00 22.00 1.15 1.30 32.89

H.W.EX. 2.00 2.00 0.60 1.80 4.32

Total 32.89 1574 51768.86




H.W. 1.00 22.00 1.30 28.60

1.00 22.00 1.60 35.20

H.W.EX. 2.00 0.60 0.50 0.60

ESTIMATE NO. 21

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "E"


DETAILED ESTIMATE

Apron 1.00 22.00 1.00 22.00

Total 86.40 154 13305.60



mm thick

H.W. 1.00 22.00 0.60 0.075 0.99

H.W.EX. 2.00 2.00 0.60 0.075 0.18

Apron 1.00 22.00 1.70 0.075 2.81

Total 3.98 3519 13988.03

TOTAL 211039.63

METARIAL 167224.72

LABOUR 43814.91

TOTAL 211039.63


TOTAL Rs. 217370.81

Say 217400.00

.0.6 2.00 22

1.00 0.3 22

G.L G.L

1.60 0.3

0.3

1.7

0.6

1.00

X-Section

0.50


S.No Item Part No. L W H/D Qty Unit Rate Amount

HW 1 8.00 0.90 0.30 2.16

HWE 2 2.50 0.90 0.30 1.35

3.51 Cum 92.00 322.92Foundation Same as Item no. 1 3.51

Super structure

HW 1 8.00 0.75 0.45 2.70

HWE 2 2.50 0.75 0.75 2.81

9.02 Cum 804.00 7254.09

3 Rehandling and carriage of stone by head load or animal transport including loading and unloading for lead up to 200m

Cum 47.00 424.06

4 Vegetation L.S. 115.00

8116.07Say Rates are taken from Dar Anusuchie 2011, ZP Jaipur Rs.8100 /- only

2 Dry stone masonary for

Sub total

9.02

Total

NAME OF WORK: CONSTRUCTION OF LOOSE STONE CHECK DAM

ESTIMATE NO. 16

1 Excavation in hard soil disposal ofexcavated material within initial lead of30m and lift of 1.5mtr dressing etc.complete. Total E/W


Temporary Fallow

Permanent Fellow

Cultivated Rainfed

Cultivated Irrigated

1 Badoda 543 - 15 - 1 2 1 217 395 612 232 Ecat 403 45 10 - 53 3 2 161 279 440 503 Jodli 340 - 11 - - 2 1 136 205 341 354 Gordhanpura 136 - 5 - - 7 2 55 120 175 115 Gadhigaon 651 722 50 - 11 4 2 260 392 652 186 Pardonkapura 270 45 20 - 5 3 1 108 248 356 107 Kiradi 371 110 10 - - 4 2 148 145 293 238 Fatehpur 595 - 45 17 5 3 1 238 200 438 959 Saimarda 380 - 35 - 1 3 2 160 186 346 710 Hadoti 641 47 90 207 7 5 3 256 421 677 25

Total 4330 969 291 224 83 36 17 1739 2591 4330 297

Agriculture LandUncultivated Waste Land

Net sown area

Net area sown more than once

Name of Gram Panchayt/ Village S.N. Community

Land Pastures Geographical Area

Forest Area

Table 2. Village Wise Details of Land Holding According to Zambandi (As per Revenue Record) Area in hecarare

S.N. Name of Gram Panchayt/ Village

Govern ment Forest Pasture

Private Land

¼][kkrsnkj½

Govt. Land given to

Cultivator ¼xSj [kkrasnkj½

Land Alloted to Other Department/

Prganization Total

1 Badoda 15 - - 395 4 - 4142 Ecat 10 45 - 279 3 - 3373 Jodli 11 - - 205 - - 2164 Gordhanpura 5 - - 120 - - 1255 Gadhigaon 50 722 - 392 7 - 11716 Pardonkapura 20 45 - 248 5 - 3187 Kiradi 10 110 - 145 - - 2658 Fatehpur 45 - 17 200 - 2629 Saimarda 35 - - 186 - - 221

10 Hadoti 90 47 207 421 7 - 772Total 291 969 224 2591 26 4101

Details of Land According to Account (Ownership)

Pasture Land

Forest area Other Total

Chahi Jaav Total Barani Waste Land Total

1 Badoda 20 3 23 341 4 345 132 0 43 5432 Ecat 46 4 50 244 8 252 71 0 30 4033 Jodli 32 3 35 186 3 189 95 0 21 3404 Gordhanpura 10 1 11 93 0 93 24 0 8 1365 Gadhigaon 16 2 18 337 7 344 78 47 164 6516 Pardonkapura 9 1 10 150 5 155 20 45 40 2707 Kiradi 21 2 23 249 0 249 72 0 27 3718 Fatehpur 90 5 95 434 4 438 104 95 110 8429 Saimarda 7 0 7 137 0 137 58 60 118 100

10 Hadoti 23 2 25 371 7 378 38 0 200 641Total 274 23 297 2542 38 2580 692 247 761 4297

Name of Gram Panchayt/ Village

lrrigated Land Unirrigated Land

Table 3 Village Wise Details of lrrigated, Unirrigated, Waste Land, Pasture Area in hectare

S.N.

SC_M SC_F Total ST_M ST_F Total1 Badoda 543 01243900 1307 688 619 240 186 426 40 45 852 Ecat 922 01249300 1930 1015 915 349 304 653 479 413 8923 Jodli 528 01246600 2069 1117 952 241 204 445 792 691 14834 Gordhanpura 136 01244000 943 491 452 100 96 196 253 232 4855 Gadhigaon 651 01258200 1542 842 700 116 72 188 146 128 2746 Pardonkapura 300 01249500 596 295 301 8 5 13 61 76 1377 Kiradi 371 01250000 644 352 292 68 55 123 211 176 3878 Fatehpur 908 01249800 863 465 398 165 133 298 0 0 09 Saimarda 388 01249900 794 421 373 95 80 175 93 90 18310 Hadoti 1543 01249700 3535 1891 1644 448 371 819 570 451 1021

Total 6290 0 14223 7577 6646 1830 1506 3336 2645 2302 4947

Geographical Area (ha) Village Code Total Female

(T_F)

Table 4. Demography Information of the Project Area ST S.N. Total House

Hold (T_HH)Total Population

(T_P) Total Male

(T_M)SCName of Gram Panchayt/

Village

S.N.

Small Marginal Big Total Irrigated (Source) Rainfed Total

1 Badoda 153 54 11 218 23 - -2 Ecat 78 28 6 112 50 - -3 Jodli 181 70 14 265 35 - -4 Gordhanpura 76 27 5 108 11 - -5 Gadhigaon 158 57 13 228 18 - -6 Pardonkapura 68 25 5 98 10 - -7 Kiradi 87 32 7 126 23 - -8 Fatehpur 110 40 9 159 95 - -9 Saimarda 130 47 11 188 7 - -

10 Hadoti 121 44 10 175 25 - -Total 1677 0


Type of Farmers Land Holding (ha)Irrigation Name of Gram Panchayt/ Village

1 Badoda Bajara 205.00 205.00 0.00 0.00 205.00 205.00Groundnut 20.00 24.00 0.00 0.00 20.00 24.00Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00Jwar 20.00 24.00 0.00 0.00 20.00 24.00Wheat 0.00 0.00 16.00 76.80 16.00 76.80Mustard 0.00 0.00 5.00 10.00 5.00 10.00Arhar 20.00 16.00 0.00 0.00 20.00 16.00Gram 12.00 19.20 2.00 3.20 14.00 22.40

2 Ecat Bajara 155.00 155.00 0.00 0.00 155.00 155.00Til (Seasam) 14.00 8.40 0.00 0.00 14.00 8.40Wheat 0.00 0.00 30.00 144.00 30.00 144.00Mustard 2.00 4.00 10.00 20.00 12.00 24.00Groundnut 18.00 21.60 0.00 0.00 18.00 21.60Arhar 16.00 12.80 0.00 0.00 16.00 12.80Gwar 16.00 19.20 0.00 0.00 16.00 19.20Gram 7.00 11.20 8.00 12.80 15.00 24.00

3 Jodli Bajara 125.00 125.00 0.00 0.00 125.00 125.00Groundnut 10.00 12.00 0.00 0.00 10.00 12.00Til (Seasam) 15.00 9.00 0.00 0.00 15.00 9.00Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00Wheat 0.00 0.00 22.00 105.60 22.00 105.60Mustard 2.00 4.00 8.00 16.00 10.00 20.00Gwar 12.00 14.40 0.00 0.00 12.00 14.40Gram 4.00 6.40 5.00 8.00 9.00 14.40

4 Gordhanpura Bajara 60.00 60.00 0.00 0.00 60.00 60.00Groundnut 5.00 6.00 0.00 0.00 5.00 6.00Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00Wheat 0.00 0.00 8.00 38.40 8.00 38.40Mustard 1.00 1.00 2.00 4.00 3.00 5.00Gwar 4.00 4.80 0.00 0.00 4.00 4.80Gram 8.00 12.80 1.00 1.60 9.00 14.40

5 Gadhigaon Bajara 222.00 222.00 0.00 0.00 222.00 222.00Groundnut 15.00 18.00 0.00 0.00 15.00 18.00Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00Wheat 0.00 0.00 13.00 62.40 13.00 62.40Mustard 10.00 20.00 4.00 8.00 14.00 28.00Gwar 20.00 24.00 0.00 0.00 20.00 24.00Gram 18.00 28.80 1.00 1.60 19.00 30.40

6 Pardonkapura Bajara 95.00 95.00 0.00 0.00 95.00 95.00Groundnut 8.00 9.60 0.00 0.00 8.00 9.60Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00Wheat 0.00 0.00 8.00 38.40 8.00 38.40Mustard 2.00 4.00 2.00 4.00 4.00 8.00Gram 2.00 3.20 0.00 0.00 2.00 3.20Gwar 20.00 24.00 0.00 0.00 20.00 24.00

7 Kiradi Bajara 150.00 150.00 0.00 0.00 150.00 150.00Groundnut 10.00 12.00 0.00 0.00 10.00 12.00Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00

Irrigated Total

Area (ha)

Table 6. Village wise Agriculture Production of Different Crops Grown in Kharif/Rabi seasons

Production (Tons) Area (ha) Production

(Tons)production

(Tons)S.N. Area (ha)

Rainfed Season Crop Sown

Irrigated Total

Area (ha) Production (Tons) Area (ha) Production

(Tons)production

(Tons)S.N. Area (ha)

Rainfed Season Crop Sown

Wheat 0.00 0.00 14.00 67.20 14.00 67.20Mustard 7.00 14.00 4.00 8.00 11.00 22.00Gwar 28.00 33.60 0.00 0.00 28.00 33.60Gram 1.00 1.60 2.00 3.20 3.00 4.80

8 Fatehpur Bajara 270.00 270.00 0.00 0.00 270.00 270.00Groundnut 18.00 21.60 0.00 0.00 18.00 21.60Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Sugar Can 0.00 0.00 5.00 60.00 5.00 60.00Wheat 0.00 0.00 58.00 278.40 58.00 278.40Mustard 5.00 10.00 25.00 50.00 30.00 60.00Gwar 25.00 30.00 0.00 0.00 25.00 30.00Gram 25.00 40.00 10.00 16.00 35.00 56.00

9 Saimarda Bajara 122.00 122.00 0.00 0.00 122.00 122.00Groundnut 6.00 7.20 0.00 0.00 6.00 7.20Til (Seasam) 21.00 12.60 0.00 0.00 21.00 12.60Gwar 18.00 21.60 0.00 0.00 18.00 21.60Wheat 0.00 0.00 6.00 28.80 6.00 28.80Mustard 2.00 4.00 2.00 4.00 4.00 8.00Gram 15.00 24.00 1.00 4.80 16.00 28.80

10 Hadoti Bajara 232.00 232.00 0.00 0.00 232.00 232.00Groundnut 8.00 9.60 0.00 0.00 8.00 9.60Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Wheat 0.00 0.00 16.00 76.80 16.00 76.80Mustard 3.00 6.00 5.00 10.00 8.00 16.00Gram 25.00 40.00 4.00 6.40 29.00 46.40Gwar 25.00 30.00 0.00 0.00 25.00 30.00Total 2339.00 2412.20 305.00 1264.40 2644.00 3676.60

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2 exu yky Jh dUgS;k yky eh.kk LknL;

3 ckcw yky Jh eksrh yky cSjok LknL;

4 pUnzdyk Jh fxjkZt cSjok LknL;

5 bLyke Jh vyknhu rsyh LknL;

6- foJke Jh jkelgk; xqtZj LknL;

7- izdk'k pan Jh ';ke yky 'kekZ LknL;

8- /keZiky Jh dj.k yky tknkSu LknL;

9 izHkw yky Jh lqxth cSjok LknL;


ia-l- djkSyh

3

Lo;a lgk;rk lewg

Lo;a lgk;rk lewg& xzke gkMkSrh] xzk-ia- gkMkSrh


1 Jhefr vYdk flag Jh c`teksgu v/;{k

2 Jhefr la=k eh.kk Jh Hkjr yky eh.kk lnL;

3 Jhefr lqd ckbZ dksyh Jh gtkjh yky lnL;

4 Jhefr jes’kh Jh ckcw yky eh.kk lnL;

5 Jhefr js[kk Jh txeksgu ;ksxh lnL;

6 Jhefr :ekyh Jh jkepj.k lnL;

7 Jhefr fxyklh Jh dY;k.k xqtZj lnL;

8 Jhefr uoZnk Jh cRrh yky eh.kk lnL;

9 Jhefr yksVadh Jh dey xqtZj lnL;

10 Jhefr cknke Jh jkeukFk lnL;

tyxzg.k desVh dk xBu & gkMkSrh


1 jkef[kykMh eh.kk Jh jax yky v/;{k

2 dqekjh vydk flag Jh c`teksgu LknL;

3 fdyk.k xqtZj Jh gfjukjk;.k LknL;

4 larjk eh.kk Jh Hkjr yky eh.kk LknL;

5 lqdckbZ dksyh Jh gtkjh yky LknL;

6- eqjkjh dksyh Jh gtkjh yky LknL;

7- Hkjr yky eh.kk Jh jenk eh.kk LknL;

8- dey xqtZj Jh gsejkt LknL;

9 x.kir 'kekZ Jh jkeizlkn LknL;

10 Hkjkslh /kksch Jh lksU;k /kksch LknL;

11 Jh nkSthjke iq"i lgk;d vfHk;Urk]

ia-l- djkSyh

4

Lo;a lgk;rk lewg

Lo;a lgk;rk lewg& xzke Qrsgiqj


1 Jhefr fdj.k daoj Jh Hkaoj v/;{k

2 Jhefr lek Jh lat; flag lnL;

3 Jhefr fxfjtk Jh jktsUnz flag lnL;

4 dq- mek Jh ';kspan flag lnL;

5 Jhefr lqUnj Jh jktsUnz flag lnL;

6 Jhefr larks"k Jh ,l-ch- flag lnL;

7 Jhefr usgk Jh dqdq flag lnL;

8 Jhefr eerk Jh Hkkuw flag lnL;

9 Jhefr uSuk Jh ek/kks flag lnL;

10 Jhefr eerk Jh j?kquUnu flag lnL;

tyxzg.k desVh dk xBu & Qrsgiqj


1 Hkaoj flag Jh Hkxoku flag v/;{k

2 Hkxoku flag Jh ujlh flag LknL;

3 fdju daoj Jh Hkaoj flag LknL;

4 lqjtu flag Jh y{e.k flag LknL;

5 js[kk Jh lqjtu flag LknL;

6- lhrkjke Jh jken;ky eh.kk LknL;

7- Qwyorh Jh cq/kjke cSjok LknL;

8- c`teksgu flag Jh gqde flag LknL;

9 >Ccw flag Jh c`teksgu flag LknL;

10 lgk;d vfHk;Urk]

ia-l- djkSyh

5

Lo;a lgk;rk lewg

Lo;a lgk;rk lewg& xzke tksMyh

Ø-la- lnL; dk uke in

1 Jhefr c`tckbZ eh.kk v/;{k

2 Jhefr jkefxyklh eh.kk lnL;

3 Jhefr mxfUr eh.kk lnL;

4 Jhefr xqy ckbZ eh.kk lnL;

5 Jhefr ljofr eh.kk lnL;

6 Jhefr yfyrk ukfir lnL;

7 Jhefr deyk cSjok lnL;

8 Jhefr ujks cSjok lnL;

9 Jhefr deyk eh.kk lnL;

10 Jhefr ykM ckbZ eh.kk lnL;

tyxzg.k desVh dk xBu & tksMyh

Ø-la- lnL; dk uke in

1 NksVs yky eh.kk v/;{k

2 Vhdkjke eh.kk LknL;

3 feUVw eh.kk LknL;

4 cRrh yky LknL;

5 vaxn LknL;

6- Jhefr yfyrk LknL;

7- dSyk’k cSjok LknL;

8- i`Foh jke eh.kk LknL;

9 Jh fd’ku eh.kk LknL;


ia-l- djkSyh

6

7

8

9

10