TABLE OF CONTENTSwater.rajasthan.gov.in/content/dam/water/watershed...1.1. Sanction of IWMP project: During the year 2010under the Centrally Sponsored Scheme Integrated Watershed -11

IWMP-IX, BLOCK-BASSI, JAIPUR I

TABLE OF CONTENTS

TABLE OF CONTENTS ............................................................................................................ I

LIST OF FIGURES ................................................................................................................. IV

LIST OF TABLES .................................................................................................................... V

ANNEXURES ........................................................................................................................... VI

LIST OF PRA MAPS ........................................................................................................... VII

LIST OF MAPS .................................................................................................................... VIII

CHAPTER – I .......................................................................................................................... 1-1

1. INTRODUCTION: ................................................................................................. 1-1

1.1. Sanction of IWMP project: ...................................................................... 1-2

1.2. Institutional Arrangements: ..................................................................... 1-3

1.3. Details of Bank Account: .......................................................................... 1-6

CHAPTER – II ........................................................................................................................ 2-1

2.1. BASIC FEATURES: ................................................................................. 2-1

2.1.1. Present Land use: ......................................................................................... 2-2

2.1.2. Live Stock Status: ......................................................................................... 2-3

2.1.3. Existing Horticulture and Fodder Availability: ........................................ 2-4

2.1.4. Existing Fodder Availability and Requirement: ....................................... 2-6

2.1.5. Milk Production: .......................................................................................... 2-7

2.1.6. Demography: ................................................................................................ 2-7

2.1.7. Infrastructure Facilities Available: ............................................................ 2-9

2.1.8. MGNREGA Status: ................................................................................... 2-10

2.1.9. Land Holding Details: ................................................................................ 2-11

2.1.10. Other Development Schemes in the Project Area:.................................. 2-11

2.2. Technical Features: ................................................................................. 2-11

2.2.1. Collection of Revenue Record: .................................................................. 2-11

2.2.2. Maps of the Area ........................................................................................ 2-11

2.2.3. Slope Details of Area:................................................................................. 2-12

2.2.4. Water Budgeting: ....................................................................................... 2-12

2.2.5. Soil Profile and Soil Fertility Status: ........................................................ 2-15

2.2.6. Climatic Details: ......................................................................................... 2-17

IWMP-IX, BLOCK-BASSI, JAIPUR II

2.3. Problems, Demand and Scope for development: ................................. 2-18

2.3.1. Natural Resource Management: ............................................................... 2-18

2.3.2. Agriculture and Horticulture Productivity: ............................................ 2-19

2.3.3. Live Stock-gap of Fodder Availability: ................................................... 2-24

2.3.4. Livelihood and Micro enterprises: ........................................................... 2-24

CHAPTER – III ...................................................................................................................... 3-1

3.1 Preparatory Phase activities: ................................................................... 3-1

3.1.1. Entry Point Activities: ................................................................................. 3-1

3.1.2. Capacity Building: ....................................................................................... 3-2

3.1.3. PRA Exercise: ............................................................................................... 3-3

3.2. Natural Resource Management (NRM) .................................................. 3-3

3.2.1. Conservation measures for arable lands: .................................................. 3-4

3.2.2. Conservation measures for non arable lands: ........................................... 3-5

3.2.3 Drainage line treatment:.............................................................................. 3-6

3.3. Production System and Micro Enterprises: ........................................... 3-8

3.3.1. Production measures for arable lands: ...................................................... 3-8

3.3.2. Production measures for non arable lands: ............................................. 3-12

3.3.3. Livelihood activities particularly for asset less person: .......................... 3-12

3.4. Convergence Plan: .................................................................................. 3-14

3.4.1. Convergence through Agriculture and Horticulture Department: ....... 3-14

3.4.2 Convergence through MGNREGA: ......................................................... 3-18

3.4.3 Convergence through Animal Husbandry Department: ........................ 3-19

CHAPTER IV .......................................................................................................................... 4-1

4. Technical Designs and Estimates for Proposed Activities: ................................. 4-1

4.1. Design of Contour Bunds: ........................................................................ 4-1

Estimates:

Estimates of Different Entry Point Activities (Estimates 1 to 7): ........... 4-5 to 4-11

Estimates of Different Activities in Arable & Non Arable (Estimates 8 to 31):4-12 to 4-65

Estimates of Different Horticutlure Plants(Estimates 8 to 31): ............ 4-66 to 4-72

IWMP-IX, BLOCK-BASSI, JAIPUR III

CHAPTER V ........................................................................................................................... 5-1

5. Head Wise /Activity Wise Budget Allocation: ..................................................... 5-1

Activity Wise Total Abstract of Cost through Project and Convergence: .................. 5-2

Abstract of Cost For WC Mohanpura: ........................................................................... 5-4

Abstract of Cost For WC Jhar: ....................................................................................... 5-5

Abstract of Cost For WC Banskhon: .............................................................................. 5-6

Abstract of Cost For WC Bhateri: .................................................................................. 5-7

Abstract of Cost For WC Patan: ..................................................................................... 5-8

Abstract of Cost For Madanpura: ................................................................................... 5-9

CHAPTER VI .......................................................................................................................... 6-1

6. Annual Action Plan for Project and Convergence funds: .................................. 6-1

CHAPTER VII ........................................................................................................................ 7-1

7.1. Project Outcome: .................................................................................................... 7-1

CHAPTER VIII ............................................................................................................................

Tables (Table 1 to 12): ............................................................................... 8-1 to 8-15

CHAPTER IX ...............................................................................................................................

. Annexure (Annexure I to VI): .................................................................. 9-1 to 9-14

CHAPTER X ................................................................................................................................

. PRA Maps (Map 1 to 22): ..................................................................... 10-1 to 10-22

CHAPTER XI ...............................................................................................................................

. Maps (Map 1 to 6): .................................................................................. 11-1 to 11-6

IWMP-IX, BLOCK-BASSI, JAIPUR IV

FIGURES

Figure 1 Comparison of Productivity of Major Crops Grown in Kharif Season with

Average Productivity of Bassi Block and Jaipur District……………..……2-22

Figure 2 Comparison of Productivity of Major Crops Grown in Rabi Season with

Average Productivity of Bassi Block and Jaipur District……………….…2-23

IWMP-IX, BLOCK-BASSI, JAIPUR V

LIST OF TABLES

Table 1. Village Wise Land Use of Project Area …………………...…………...…..8-1

Table 2. Village Wise Classification of Land According to Type of Land for Gram

Panchayat Patan (as per revenue record) …...……………………………..8-2


Panchayat Bhateri (as per revenue record)…………………………..….…8-3


Panchayat Jhar (as per revenue record)……………………………………8-4


Panchayat Mohanpura (as per revenue record) ....……………………..…8-5


Panchayat Banskhon (as per revenue record) .……………………………8-6


Panchayat Hansmahal (Madanpura) (as per revenue record)……………8-7

Table 8. Village Wise Details of Irrigated, Unirrigated, Waste Land, Pasture Lan8-8

Table 9. Demography Information of the Project Area……………………………8-9

Table 10. Villagewise Land Holding Pattern in Projet Area………………8-10 to 8-11

Table 11. Villagewise area under Different Crops Grown in Different Seasons for the

Year 2010-11…………………………………………………………...…..8-12

Table 12. Village Wise Agriculture Production of Major Crops Grown in Kharif/Rabi

seasons for the year 2010-11 …………………………………….…8-13 to 8-15

IWMP-IX, BLOCK-BASSI, JAIPUR VI

ANNEXURES

ANNEXURE – I. Gram Panchayat Wise Details of Various User Groups Constituted

for Development of Activities………………….…………...9-1 to 9-3

ANNEXURE – II. Gram Panchayat wise/ Watershed Committee wise Details of

Various Self Help Groups………………………………….9-4 to 9-6

ANNEXURE – III. Gram Panchayat wise/ Watershed Committee wise Details of

Watershed Committee ……………………………………………9-7

ANNEXURE – IV. Gram Panchayat wise/ village wise Details of Solar Lights installed

under Entry Point Activities………………………………………9-8

ANNEXURE – V. Gram Panchayat wise/Village wise details of works proposed under

Entry Point Activities ……………………………………………9-6

ANNEXURE – VI. Gram Panchayat wise/Village wise Convergence through

MGNREGA scheme in the project area………………………….9-6

IWMP-IX, BLOCK-BASSI, JAIPUR VII

PRA MAPS

Gram Panchayat: Mohanpura

1. PRA Map of Village Shyampura …………………………………………………1

2. PRA Map of Village Chainpura ………………………………………………….2

3. PRA Map of Village Chak Shyampura …………………………………………..3

Gram Panchayat: Jhar

4. PRA Map of Village Jhar ………………………………………….……………...4

5. PRA Map of Village Khori …………………………………………….………….5

6. PRA Map of Village Barh Charnan ……………………………………...………6

Gram Panchayat: Banskhon

7. PRA Map of Village Banskhon …………………………………………………..7

8. PRA Map of Village Malihala ……………………………………………………8

9. PRA Map of Village Neemora …………………………………………………....9

Gram Panchayat: Patan

10. PRA Map of Village Patan ………………………………………………….…...10

11. PRA Map of Village Rampura urf Chandaliya ………………………….…….11

12. PRA Map of Village Ugawas ………………………………………….…….…..12

13. PRA Map of Village Lalpura ………………………………………….………..13

14. PRA Map of Village Srinagar ………………………………………………….14

15. PRA Map of Village Ramjipura ……………………………………………….15

Gram Panchayat: Bhateri

16. PRA Map of Village Kanpuria …………………………………………………16

17. PRA Map of Village Peelarama ………………………………………………..17

18. PRA Map of Village Kaneti ……………………………………………………18

19. PRA Map of Village Bhateri ………………………………………….……..…19

20. PRA Map of Village Prempura …………………………………….……….…20

21. PRA Map of Village Ghadoli ………………………………….…………….....21

Gram Panchayat: Hansmahal

22. PRA Map of Village Madanpura …………………………….………………..22

IWMP-IX, BLOCK-BASSI, JAIPUR VIII

MAPS

MAP 1. Bassi Panchayat Samiti Index Map

MAP 2. Map showing the Drainage and Surface Water Bodies

MAP 3. Map showing the Land Use and Land Cover

MAP 4. Map Showing the Slope Groups

MAP 5. Contour Map

MAP 6. Base Map

IWMP-IX BLOCK-BASSI, JAIPUR 1-1

CHAPTER – I

1. INTRODUCTION Water is the basic requirement for every living life. The importance of water conservation in

the country has been recongnized 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 Programmes. The Ministry of Rural Development is

implementing special area development programmes for the purpose of water harvesting in

drought prone, desert and rainfed areas. The Drought Prone Areas Programme 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

recommendations of the Hanumantha Rao Committee (1994), in the year 2003, the Ministry

of Rural Development brought out the Guideline for Hariyali by suitably modifying the earlier

guidelines. This brought the DDP, the DPAP and IWDP under a single umbrella. In the year

2000, the Ministry of Agriculture revised its guidelines for its programme, the National

Watershed Development Project for Rainfed Areas (NWDPRA).

In order to assess the performance of various ongoing programmes of watershed development,

series of evaluation studies were conducted by 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 any of the provisions 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.

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 6719 ha Watershed Project

IWMP-IX has been sanctioned in BASSI block of Jaipur 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) WDSC/IWMP/2010-11/2121-2460, Dated 14-09-2010.

The Bassi Block is distributed in 39 Gram Panchayat. The proposed watershed area is covered

in 22 villages of 6 Gram Panchayats. The distance/vicinity of the watershed area from Bassi

Panchayat Samiti Headquarter is 3 to 30 Km. The most remote Gram Panchayat is Bhateri.

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

researches conducted for rainfed areas, shows that the efficient water management through

soil and water conservation measures is the key to sustainable development. The integrated

watershed approach i.e. conserving natural resources of water, soil and vegetation has been

accepted as a major theme for development of rainfed areas.


The introduction of Mahatma Gandhi National Rural Employment Guarantee Act

(MGNREGA) in the area various water harvesting structures specially Farm Ponds/Talai have

been constructed. Looking to the plan of the MGNREGA 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/waste weirs, pasture

development, loose stone check dams, small earthen bunds, staggered box trenches in pasture

areas and table land protection bunds. Also in watershed area diversion channels from higher

areas towards farm ponds have been proposed, where water is spread and stagnated in the

field.

1.2. 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.

The institutional arrangements at State, District and Project level are as follows:

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

b. District Watershed Development Unit (DWDU) : To ensure coordination at district

level, a DWDU have been

constituted.

Executive Engineer (Land

Resources), Zila Parishad, Jaipur,

(Rajasthan)

Phone No. 0141-5146789

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

Samiti, Bassi, District Jaipur

(Rajasthan)

Phone No 01429-222223


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. Water Management Sh. Lalit Kumar Mahavar B.E. (Ag. Engg.)

2. Agriculture Sh. Kailash Prasad Sharma B.Sc. (Agriculture)

3. Animal Husbandary Sh. Mukesh Kumar Jat LSA (2 yrs Diploma)

4. Social Science Miss Rekha Sanwaria B.A. (Sociology)

e. User Groups (UG’s):

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 a 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 Gram Panchayat wise details of elected user groups have

been enclosed at Annexure –I.

f. Self Help Groups (SHG’s):

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

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

common identity, which are dependent on the watershed area such as agricultural labourers,

landless persons, women, scheduled caste/scheduled tribe persons. The Gram Panchayat wise

details of elected SHG groups are enclosed at Annexure –II.


g. Watershed Committee (WC):

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 10-13 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 Panchayat 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.

As per Government order, Sarpanch of Gram Panchayat will be the President of Water Shed

Committee. h. President and Secretary of Watershed Committee:

The Gram Panchayat wise president and secretary are as follows:

S.N. Gram

Panchayat

Name of

Watershed

Committee

President (Sarpanch) Secretary

1. Mohanpura Mohanpura Sh. Kalu Ram Meena Sh. Ram Prasad Meena

2. Jhar Jhar Smt. Kavita Meena Sh. Rajendra Kumar Meena

3. Baskho Baskho Smt. Urmila Swami Sh. Ramswroop Meena

4. Patan Patan Smt. Savitri Meena Sh. Lalu Lal Sharma

5. Bhateri Bhateri Smt. Bachhi Devi Bairwa Sh, Ramji Lal Meena

1.3. Details of Bank Account:

As per Government Order, for each Water Shed Committee (WC), the separate saving bank

account has been opened with the name of Sarpanch of Gram Panchayat (President),

Secretary, Junior Engineer of Watershed Department. One separate WDF (Watershed

Development Fund) account has been opened for each committee with the name of Sarpanch


of Gram Panchayat (President), Secretary, Junior Engineer of Watershed Department. In the

WDF Account no transaction will be done only the contribution received from beneficiaries

will be deposited.

The watershed committee wise details of WC and WDF bank accounts for are as follows:

S.No Watershed

Committe

Account Bank Name

WC A/C No. WDF A/C No.

1. Mohanpura 32710100004851 32710100004850 Bank of Baroda, Bassi.

2. Jhar 32710100004961 32710100004962 Bank of Baroda, Bassi.

3. Baskhon 32710100004849 32710100004833 Bank of Baroda, Bassi.

4. Patan 32710100004847 32710100004836 Bank of Baroda, Bassi.

5. Bhateri 32710100004848 32710100004832 Bank of Baroda, Bassi.

As discussed the project area covers villages of 6 Gram Panchayatats, viz Mohanpura, Jhar,

Banskhon, Bhateri, Patan and Hansmahal. According to Macor/Micro boundary line, in Gram

Panchayat Hansmahal only one village Madanpura is covered in Project Area. The total

geographical area of Madanpura village is 285.286 ha but according to macro/micro line, only

129 ha area of the village covers in the project. As per directions issued by Department no

separate Watershed Committee will be formed for Madanpura village having area less than

200 ha. The proposed development works will be executed through Bhateri Watershed

Committee.

IWMP-IX, BLOCK-BASSI, JAIPUR 2-1

CHAPTER – II

2.1. BASIC FEATURES:

The basic features of the sanctioned watershed project:

Name of Project : Jaipur (IWMP) –9/10-11

Local Name of Project : Ghadoli

Macro/Micro No. : 9/4,5,6,7 & 8

Proposed Project Area : 6719 ha

Forest Area : 430 ha

Net Project Area (Effective) : 6289 ha

Cost per hectares : Rs. 12000

Cost of Project : 754.68 lacs

Year of Sanction : 2010-11

No./Name of Gram Panchayats : 6 (Mohanpura, Jhar, Baskhon,

Patan, Bhateri & Hansmahal)

No. of Villages in Project Area : 22 Nos.

Elevation : 315 m

Latitude/Longitude : 76 o 8’ 0” E to 76 o 16’ 0” E

26 o 48’ 0” N / 26 o 52’ 0” N

Administrative & Financial Sanction : F-18(I-51)/WDSC/IWMP/2010-11/

2121-2460 Dated 14.9.2010


2.1.1. Present Land use:

The village wise Gross and Net cultivated area with net sown area is shown in Table 1.

According to revenue record/Jamabandi the village wise classification of land for each Gram

Panchayat have been shown in Table 2 to 7. The village wise details of Irrigated Land,

Unirrigated Land, Waste Land, Pasture Land area and Forest Area for the project area is

shown in Table 8.

The details of Arable and Non Arable Lands in the project area are as follows:

Arable Land (hectare) Non Arable Land (hectare) Total

(ha.)

Proposed

Area

(ha.)

Irrigated Unirrigated Total Waste

Land

Pasture

Land

Forest

Land

Others Total

1839.395 2442.416 4281.811 603.945 458.560 430.00 944.684 2437.189 6719 6289

The Land Use Details for the Project Area are as follows:

S.N. Land Use Area (hectare)

1. Temporary Fallow 783.000

2. Permanent Fallow 603.945

3. Cultivated Rainfed 1599.000

4. Cultivated Irrigated 3503.000

5. Net Sown Area 5102.000

6. Net Sown Area More than once 1884.000

7. Area under Rabi 3599.000

8. Area under Kharif 3291.000

9. Area under Zaid 96.000

10. Forest Area 430.000

11. Non Arable Area 2437.189

12. Arable Area 4281.811

13. Pasture Land 458.560

14. Others 944.684

The Total proposed Project Area is 6719 ha and net effective area is 6289 ha.


In the year 2010-11, on 15th and 21st September 71 mm and 13 mm rain and in the month of

November (Dated 17th and 23rd ) 13 mm and 3 mm rain was measured so people of the area

grown the Taramera and Mustard in unirrigated/rainfed area, so the area under rabi season is

more than Kharif season. In the project area, the area under single, double and multiple crops

are as follows:

Area under Single Crop 3295 ha

Area under Double Crop 1730 ha

Area under Multiple Crop 77 ha

Net Cultivated Area 5102 ha

Gross Area 6986 ha

2.1.2. Livestock Status:

The status of livestock i.e. Cow, Buffalo, Sheep, Camel, Pig in the area is as follows: S.N. Name of Village Cow Buffalo Goat Sheep Camel Bull Pig

Indi. Cross Breed

I. G.P. Mohanpura

1. Shyampura 18 302 510 255 20 5 2 -

2. Chak Shyampura 8 32 60 366 10 2 - -

3. Chainpura 16 204 480 450 18 3 - -

II. G.P. Jhar

1. Jhar 35 801 920 1884 20 10 - -

2. Khori 20 340 420 649 32 3 2 -

3. Barh Charnan 2 13 25 68 1 - 2 -

III. G.P. Baskhon

1. Banskhon 38 1100 1436 2093 50 20 2 50

2. Neemora 2 8 20 55 10 2 - 10

3. Malihala 8 162 280 125 5 1 - 30


S.N. Name of Village Cow Buffalo Goat Sheep Camel Bull Pig

Indi. Cross Breed

IV. G.P. Bhateri

1. Bhateri 10 300 430 821 10 5 2 28

2. Kanpuria 1 21 30 94 - 1 - -

3. Prempura 4 38 72 74 10 - 2 -

4. Kaneti 8 170 210 586 3 1 - 10

5. Ghadoli 5 70 155 136 5 2 - -

6. Peelarama - 27 35 85 2 - - -

V. G.P. Patan

1. Patan 2 230 428 469 40 3 - 30

2. Rampura - 76 88 23 5 1 - 15

3. Ugawas - 76 94 76 10 - 1 -

4. Lalpura 2 23 45 88 3 - - -

5. Srinagar 6 63 77 67 10 2 2 8

6. Ramjipura 2 30 49 67 2 1 2 -

VI. G.P. Hansmahal

1. Madanpura 7 78 115 186 2 - - -

Total 194 4164 5979 8717 268 62 17 181

2.1.3. Existing Horticulture and Fodder Availability:

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

S.N. Name of Village Existing Area under Horticulture Existing Area

under Fodder Vegetable Orchard

I. G.P. Mohanpura

1. Shyampura - - 10

2. Chak Shyampura - - -

3. Chainpura 1 - 12


S.N. Name of Village Existing Area under Horticulture Existing Area

under Fodder Vegetable Orchard

II. G.P. Jhar

1. Jhar 4 - 12

2. Khori 8 1 10

3. Barh Charnan - - 1

III. G.P. Baskhon

1. Banskhon 13 5 35

2. Neemora 5 3 3

3. Malihala 1 - 2

IV. G.P. Bhateri

1. Bhateri 6 - 3

2. Kanpuria - - 4

3. Prempura - - 1

4. Kaneti 15 - 3

5. Ghadoli 3 - 2

6. Peelarama - - 2

V. G.P. Patan

1. Patan 10 2 10

2. Rampura 2 - 2

3. Ugawas 2 - 2

4. Lalpura 3 - 3

5. Srinagar 8 - 6

6. Ramjipura - - 1

VI. G.P. Hansmahal

1. Madanpura 2 - 6


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. Buffalo 9 10

2. Cow (Indi.) 6 7

3. Cow (Cross Breed) 6 9

4 Goat 1 4

5. Sheep 1 4

6. Camel 15 8

7. Bull 8 10

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. Buffalo 5979 53811 59790 19641015 21823350

2. Cow (Indi.) 194 1164 1358 424860 495670

3. Cow

(Cross Breed)

4164 24984 37476 9119160 13678740

4 Goat 8717 8717 34868 3181705 12726820

5. Sheep 268 268 1072 97820 391280

6. Camel 62 930 496 339450 181040

7. Bull 17 136 170 49640 62050

Total 90010 128494 32853650 49358950

In the project area about 60 percent of the required fodder is produced. The cultivator has to

bring 40 % of the fodder from outside. The cultivators bring only dry fodder from other area.

The green fodder gives about 30 percent 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. 28596801 47661335 19064534

Therefore, in the project area about 19100 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 : 3 kg per Cow

Buffalo : 5 Kg per Buffalo

Goat : 0.5 Kg per Goat

2.1.6. Demography:

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

been presented in Table 9. In the project area the details of population, details of SC/ST and

details of farmers according to land holdings are as follows:

Total Household 4182 Nos

Total Population 29853 Nos.

Total Male 15605 Nos.

Total Female 14248 Nos.

Total SC 5571 Nos

Total ST 13179 Nos

Land Less 980 Nos

Marginal Farmers (< 1 ha ) 960 Nos

Small Farmers (1 – 2 ha) 1600 Nos.

Large Farmers (> 2 ha) 642 Nos


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

Bassi and Chief Executive Officer, Zila Parishad, Jaipur in the project area the village wise

BPL are as follows: S.No. Gram Panchayat/Village Number of BPL Families

State BPL BPL 2002

I. G.P. Mohanpura

1. Shyampura 37 14

2. Chak Shyampura 11 7

3. Chainpura 37 27

Sub Total 85 48

II. G.P. Jhar

1. Jhar 12 137

2. Khori 39 71

3. Barh Charnan 16 1

Sub Total 67 209

III. G.P. Baskhon

1. Banskhon 172 129

2. Neemora 4 41

3. Malihala 15 38

Sub Total 191 208

IV. G.P. Bhateri

1. Bhateri 10 15

2. Kanpuria 12 10

3. Prempura 13 15

4. Kaneti 27 50

5. Ghadoli 10 10

6. Peelarama 16 19

Sub Total 88 119

V. G.P. Patan

1. Patan 80 142

2. Rampura 7 13

3. Ugawas 5 12

4. Lalpura 6 6

5. Srinagar 6 5

6. Ramjipura 11 23

Sub Total 115 201

VI. G.P. Hansmahal

1. Madanpura 25 22

Grand Total 571 807


2.1.7. Infrastructure Facilities Available:

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 the 22 villages of project area are connected

to main road. The nearest railway station are

Bassi, Baskhon & Khori.

2. No. of Villages provided with

electricity are provided with electricity

All villages are provided with electricity

3. No. of Educational Institutions Primary 13

Secondary 25

Sr. Sec. 10

Voc.Inst. 3

4. No. of Villages with access to primary

health Centres

PHC 5 [Banskhon, Patan, Jhar, Kaneti, Bhateri]

Ayurved 1 [Bhateri]

5. No. of Villages with access to

Veterinary Dispensary

2 [Patan, Banskhon]

6 No. of villages with access to post

office

All the villages are covered with PO.

7 No. of Villages with access to Market

/ Mandis.

Fruit and Vegtable Mandi is available in

Banskhon. The nearest Cereal Mandi is at Bassi.

8. Anganwadi Centres All the villages have Anganwadi Centres. In

project area about 30 centres are available.

9. Nearest Krishi Vigyan Kendra Chomu (Takhera)

10. No. of villages with access to Agro

Industry

The agro industry is in RIICO industrial area,

which is situated at Bassi Head Quarter

11. Total Quantity of Surplus Milk 3720 litre in Project Area

12 No. of Milk Collection Centres 19 (15 private and 4 Saras/Government)

13. Cooperative Society 2 (Patan and Baskhon)

14. NGO’s 1. Shradha Mahila Prashikhsan Sansthan, Jaipur

2. Sidhi Vinayak, Bandikui, Distt. Dausa

15. Credit Institutions Banskhon: SBBJ and Bank of India

16. IT Center All the Gram Panchayat would have IT Center

(MGNREGA scheme)


2.1.8. Mahatma Gandhi National Rural Employment Guarantee Act Status:

In the block, MGNREGA is major scheme which is being implemented in the project area. In

the project area, Gram Panchayat wise details of number of card holder are as follows:

S.No. Gram Panchayat Village No. of Card Holders

1. Mohanpura Shyampura 306

Chak Shyampura 56

Chainpura 259

Sub Total 621

2. Jhar Jhar 631

Khori 306

Barh Charnan 0

Sub Total 937

3. Baskhon Banskhon 1637

Neemora 107

Malihala 210

Sub Total 1954

4. Bhateri Bhateri 355

Kanpuria 171

Prempura 192

Kaneti 402

Ghadoli 178

Peelarama 108

Sub Total 1406

5. Patan Patan 716

Rampura (Chandalia) 60

Ugawas 198

Lalpura 133

Srinagar 138

Ramjipura 132

Sub Total 1377

6 Hansmahal Madanpura 168

G. Total 6463


2.1.9. Land Holding Details:

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

have been enclosed (Table 10). The land holding details according to social group wise have

also been enclosed (Table 10).

2.1.10. Other Development Schemes in the Project Area:

The people of the project area are benefitted regularly through various schemes implemented

through Agriculture, ICDS, Animal Husbandry, PHED, Rural Development Department.

Through MGNREGA scheme, various works on Government and personnel land are

executed, according to action plan prepared by Gram Panchayat.

2.2. Technical Features:

2.2.1. Collection of Revenue Record:

For all the villages (22 Villages) of the project area the revenue map and details of

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

2.2.2. 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 PDCOR Limited 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 line, macro and micro

boundary of the project area on 1:10,000 scale.

The various Maps such as Bassi Panchayat Samiti Index Map (MAP 1), Map showing the

Drainage and Surface Water Bodies (MAP 2), Map showing the Land Use and Land Cover

(MAP 3), Map Showing the Slope Groups (MAP 4), Contour Map (MAP 5) and Base Map

(MAP 6) have been enclosed.


2.2.3. Slope Details of Area:

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 1 % 5114.48

2. 1 to 3 % 1040.38

3. 3 to 5 % 190.28

4. 5 to 10 % 98.27

5. > 10 % 275.59

The PDCOR, Jaipur has generated the map (MAP 5), showing the slope groups 0 to 1 %,

1 to 3 %, 3 to 5 %, 5 to 10 %, and > 10 %.

2.2.4. Water Budgeting:

To propose the total number of water harvesting structures, it is necessary to do water

budgeting of the area i.e. how much total run-off is available, out of which how much is being

already stored in existing structures and how much balance water will be available after

constructing new structures.

In the proposed area, the various Water Harvesting structures have been constructed. The

surface runoff is stored in the structures. In the area about 49 water harvesting structures have

been constructed.

For water budgeting, the area is calculated and divided in following three groups:

Good Catchment : Where runoff is maximum and infiltration is minimum like hillocks,

plateau etc

Average Catchment : Cultivated land and forest land with vegetation

Bad Catchment : Where runoff is minimum and infiltration is maximum e.g. sandy soil


For estimation/water budgeting the proposed water shed area has been divided as follows:

Good Catchment : 1560 ha

Average Catchment : 2643 ha

Bad Catchment : 2086 ha

Average Annual Rainfall for the block is 512.75 mm (20.19 inch)

By interpolation method the proportion of estimated runoff of 20.19 inch rainfall have been

calculated from Strange’s Table as follows:

Monsoon Rainfall

in inches

Yield of Runoff from Catchment (MCft/sq. mile)

Good Catchment Average Catchment Bad Catchment

20 inch 6.970 5.227 3.485

21 inch 7.855 5.891 3.927

For inch 0.885 0.664 0.442

For 0.19 inch 0.168 0.126 0.084

For 20.19 inch 7.138 5.353 3.569

Note : 1 MCft/sq. mile = 1000000 * 0.0283/258.99 = 109.271 cum /ha

(1 Cft = 0.0283 cu m, 1 sq. mile = 258.99 ha)

A. Calculation of Expected Yield

Type of

Water Shed

Area of Water Shed

(ha)

Factor Expected Yield

(cu m)

Good 1560 7.138 * 109.271 = 779.976 1216763

Average 2643 5.353 * 109.271 = 584.928 1545965

Bad 2086 3.569 * 109.271 = 389.988 813515

Total (A) 3576242


B. Present Storage By Existing Structure

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

1. Talai 46 230000

2. Anicut 3 33000

Total (B) 2630000

Proposed New Structures:

Proposed Structures in Non Arable Land (Structures above 0.50 meter height)

S.No. WHS No. Storage Capacity (Cum)

1. Water Harvesting Structures 9 96187.50

Proposed Structures in Drainage Line Treatment (DLT) (Above 0.50 meter height)

S.No. WHS No. Storage Capacity (Cum)

1. Water Harvesting Structures 11 30937.50

Calculation of capacity of structures:

a. For Structures in Non Arable Land:

Water Harvesting Structures:

Quantity per Structure : ½ * 2.85 * 60 * 125 = 10687.50 cum

For 9 Structures = 96187.50 cum

c. For Structures in Drainage Line Treatment:

Water Harvesting Structures:

Quantity per Structure : ½ * 1.5 * 15 * 250 = 2812.50 cum

For 11 Structures = 30937.50 cum

Total Storage Capacity = 127125 cum

% Runoff Harvested = Total Storage Capacity*100/Total Runoff

Total Runoff Harvested = 10.90 %

2.2.5. Soil Profile and Soil Fertility Status:


The major soil classes of the area are sandy loam and loam. The Gram Panchayat and Village

wise area in the major soil classes are as follows:

S.No. Name of GP/village Area (ha) under Total Area

(hectare) Sandy Loam Loam Clay

I. G.P. Mohanpura

1. Shyampura 300 87 - 387

2. Chak Shyampura 18 - - 18

3. Chainpura 210 118 - 328

Sub Total 528 205 - 733

II. G.P. Jhar

1. Jhar 400 350 - 750

2. Khori 300 45 - 345

3. Barh Charnan 45 - - 45

Sub Total 745 395 - 1140

III. G.P. Baskhon

1. Banskhon 1100 351 - 1451

2. Neemora 160 - - 160

3. Malihala 178 - - 178

Sub Total 1438 351 - 1789

IV. G.P. Bhateri

1. Bhateri 108 500 608

2. Kanpuria 100 37 137

3. Prempura 38 100 138

4. Kaneti 50 175 225

5. Ghadoli 25 55 80

6. Peelarama 76 90 166

Sub Total 76 321 956 1354

V. G.P. Patan

1. Patan - 139 700 839


S.No. Name of GP/village Area (ha) under Total Area

(hectare) Sandy Loam Loam Clay

2. Rampura - 10 51 61

3. Ugawas 100 97 - 197

4. Lalpura - 117 - 117

5. Srinagar 206 - - 206

6. Ramjipura - 53 100 153

Sub Total 306 417 851 1573

VI. G.P. Hansmahal

1. Madanpura 80 35 15 130

Sub Total 80 35 15 130

Grand Total 3173 1724 1822 6719

The present status of Nitrogen (N), Phosphorous (P), Potassium (K) and Micronutrients for

different Gram Panchayat is shown in following Table. The status shown is availability of N,

P and K.

S.No. Gram Panchayat N (Kg/ha) P (Kg/ha) K (Kg/ha) Micronutrients

(PPM)

1. Mohanpura 40 20 20 10

2. Jhar 40-50 20-30 20 10-12

3. Banskhon 40-60 20-30 5-10 10-12

4. Patan 40-60 20-30 5-10 10-12

5. Bhateri 40 20 20 8-10

6. Hansmahal (Madanpura) 40 20 10 10-12

Recommended 60 30 15 20

2.2.6. Climatic Details:


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

(up to Sept.)

312.4 383 294 652 591 601 295.5 402 548 348 947 621

The average annual rainfall (mm) of the block for last ten years, 1999-2008, 2000-2009 and

2001-2010 are as follows:

1 1999-2008 451.54

2. 2000-2009 499.25

3. 2001-2010 512.75

The average annual rainfall of the block is 512.75 mm. The average monthly rainfall of the

block is as follows:

S.No. Month Rainfall (mm)

1. June 59 (6 days)

2. July 112 (11 days)

3. August 176 (13 days)

4. September 34 (days)

The month wise rain fall and days for the year 2011 are as follows:

S.No. Month (2011) Rainfall (mm)

1. Feburary 21 (3 days)

2. March -

3. April 22 (1 day)

4. May 11 (1 day)

5. June 126 (9 days)

6. July 63 (11 days)

7. August 230 (15 days)

The maximum and minimum temperature of the block is as follows:


S.No. Season Maximum Minimum

1. Summer 46 oC 32 oC

2. Winter 28 oC 4 oC

3. Rainy 37 oC 28 oC

2.3. Problems, Demand and Scope for development:

During PRA and field visit following problems were noticed:

Topography: The slope of the area is undulating, resulting in erosion and low productivity.

Lack of Awareness: Farmers of project area are not aware about Govt. schemes and do not

have knowledge about latest techniques of farming.

Lack of Water Management: Farmers do not have knowledge of harvesting surface runoff.

They do not have resources to construct the required earthen bunds to check runoff of their

fields.

Poor Vegetation in Pastures: During the visit in the pasture area very poor vegetation has

been noticed. The farmers have great problem for grazing of their livestock.

Micro Enterprises: There is no support for improvement in livelihood of the

persons/beneficiaries of the area.

Lack of knowledge: In the area there is lack of knowledge of new techniques. Therefore

capacity building/field training and exposures are required.

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.

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 and 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, the main thrust is

given on contour/med bunding with proper outlets.

2.3.2. Agriculture and Horticulture Productivity:

In the watershed area the production of Agriculture and Horticulture Production are not to that

extent due to lack of improved variety and techniques. The village wise area of different

crops grown in Kharif, Rabi and Zaid seasos are presented in Table 11. The Agriculture

production of major crops grown in Kharif/Rabi seasons of the proposed watershed area is

shown in Table12. From the village wise productivity of each crop, the average productivity

of Gram Panchayat has been calculated. Comparison of Average Productivity of Gram

Panchayat with District and Block and proposed productivity for major crops of Kharif and

Rabi Seasons are shown in following tables and in Figure 1 and Figure 2 respectively.

Simultaneously the proposed productivity level of different crops is also shown. The

production will be increased by introduction of new varieties and fertilizer level of different

crops. Looking to the data it is observed that the productivity of Bassi Block for almost all

the crops are higher than the productivity of District. The average productivity in each Gram

Panchayat is less than Block’s Productivity.


Gram Panchayat wise Average Productivity (Kg/ha) for Kharif Crops:

Crops Jaipur District Bassi Block G.P. Mohanpura Proposed

Bajra 1101 1500 1112.5 1600

Groundnut 1401 1850 1500 1850

Guar 1000 1050 900 1050

Crops Jaipur District Bassi Block G.P. Jhar Proposed

Bajra 1101 1500 1000 1500

Groundnut 1401 1850 1600 1850

Guar 1000 1050 950 1050

Crops Jaipur District Bassi Block G.P. Banskhon Proposed

Bajra 1101 1500 1200 1500

Groundnut 1401 1850 1550 1850

Guar 1000 1050 950 1050

Crops Jaipur District Bassi Block G.P. Patan Proposed

Bajra 1101 1500 1021.43 1500

Groundnut 1401 1850 1533.33 1850

Guar 1000 1050 980 1050

Crops Jaipur District Bassi Block G.P. Bhateri Proposed

Bajra 1101 1500 1000 1500

Groundnut 1401 1850 1600 1850

Guar 1000 1050 1050

Crops Jaipur District Bassi Block G.P. Hansmahal

(Madanpura)

Proposed

Bajra 1101 1500 1000 1485

Groundnut 1401 1850 1400 1850

Guar 1000 1050 900 1050


Gram Panchayat wise Average Productivity (Kg/ha) for Rabi Crops:

Crops Jaipur District Bassi Block G.P. Mohanpura Proposed

Wheat 2796 3500 3400 3500

Barley 2481 3600 3100 3600

Mustard 763 1200 1350 1600

Crops Jaipur District Bassi Block G.P. Jhar Proposed

Wheat 2796 3500 3550 3700

Barley 2481 3600 3100 3600

Mustard 763 1200 1400 1600

Crops Jaipur District Bassi Block G.P. Banskhon Proposed

Wheat 2796 3500 3533.33 3700

Barley 2481 3600 3133.33 3600

Mustard 763 1200 980 1600

Crops Jaipur District Bassi Block G.P. Patan Proposed

Wheat 2796 3500 3450 3700

Barley 2481 3600 3116.67 3600

Mustard 763 1200 1400 1600

Crops Jaipur District Bassi Block G.P. Bhateri Proposed

Wheat 2796 3500 3566.66 3700

Barley 2481 3600 3120 3600

Mustard 763 1200 1400 1600

Crops Jaipur District Bassi Block G.P. Hansmahal

(Madanpura)

Proposed

Wheat 2796 3500 3500 3700

Barley 2481 3600 3200 3600

Mustard 763 1200 900 1400


Figure 1 Comparison of Productivity of Major Crops Grown in Kharif Season with

Average Productivity of Bassi Block and Jaipur District


Figure 2 Comparison of Productivity of Major Crops Grown in Rabi Season with

Average Productivity of Bassi Block and Jaipur District


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 MGNREGA, 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, Carpentry, Mobile Repairing, Motor Cycle Repairing, Compute Hardware/

Software work and Compost Pit/Vermi compost have been identified. According to their

interest homogeneous groups will be made. The main thrust will be given for land less

persons. During the project period the groups will be trained according to their interest and

need.


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 rappo 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 rappo with the village community. After identifying the

different works in Gram Sabhas, the following works have been proposed:

S.N. Gram Panchayat/

Village

Details/Quantity of Proposed Work under EPA

Solar

Light

Water Tank/

Khel

Platform Safty Wall Hand

Pump

I. G.P. Mohanpura

1. Shyampura - 1 1 -

2. Chak Shyampura - - - -

3. Chainpura - 1 2 -

II. G.P. Jhar

1. Jhar 1 1 2 -

2. Khori 4 - 2 -

3. Barh Charnan - -

III. G.P. Baskhon

1. Banskhon 6 - - 1

2. Neemora 1 - 1 -

3. Malihala 1 - 2 - 1


S.N. Gram Panchayat/

Village

Details/Quantity of Proposed Work under EPA

Solar

Light

Water Tank/

Khel

Platform Safty Wall Hand

Pump

IV. G.P. Bhateri

1. Bhateri - 2 1 -

2. Kanpuria - 1 - -

3. Prempura - 1 1 -

4. Kaneti - 2 -

5. Ghadoli - 1 - -

6. Peelarama - 1 - -

V. G.P. Patan

1. Patan 5 3 1 1

2. Rampura - - - -

3. Ugawas - - 1 -

4. Lalpura 1 1 - -

5. Srinagar 1 - - -

6. Ramjipura - - 1 -

Total 20 15 8 2 1

The village wise details of Solar Lights Installed and other works proposed under Entry Point

Activities are enlisted in Annexure IV and Annexure V respectivity.

3.1.2. Capacity Building:

Capacity building is an important aspect for the successful implementation of watershed

development programmes. The relevant training programmes will be organized for all the

functionaries involved in watershed 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 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 to show the

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 watershed 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 exercises in Watershed

Development Projects before preparation of 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 members. For each 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 need of beneficiaries. The proposed works

have been marked on these maps. The village wise maps prepared during PRA have been

enclosed (PRA Map 1 to 22).

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 absorbed, intercepting the long slope into short

ones and protection against damage due 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 across the land slope to break the slope length

and also 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 6 percent 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. The main criterion for spacing of

bund is to intercept the water before it reaches the erosive velocity. The most important

factor of it is slope, cropping pattern, type of soil and conservation practice adopted.

While planning of contour bunds, the points to be considered are: area is bifurcated

according to slope; if distance between two bunds 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 bunds 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 catchment

or watershed basis. In case if the watershed area falls below the unprotected area or hilly

area from which uncertain amount 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. Staggered trenches: Staggered trenching is excavated trenching of shorter lengths in a

row along the contour with interspaces between them. In the alternate row, the trenches

will be located directly below one another. The length of the staggered contour trenches

will be 3 to 3.65 m with interspaces between them in the same row of about 2.4 to 3 m.

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 according to

availability, 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.

a. Gully control structures: Gully control structures consist of constructing bunds of

suitable dimension across the nalla 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 the 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. b. Loose stone check dam: The gully control structures will be constructed by locally

available stone, without any binding material. Such structures are called Loose Stone

Check Dam. The gullies will be plugged by stone with height not more than 1 m 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. c. 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 structures are provided. In the project area with the loose stone check

dam these permanent masonry gully control structures have been proposed.


d. Bank stabilization: The bank stabilization is very important part of controlling the table

lands. The water from the side area/table land comes to the gully, which widen the gully.

To protect the nalla/gully from widening and protecting the side land converting into the

gullies, the marginal bund will be 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 into the nalla. In some places of the side of nalla, loose stone pitching have

been provided to protect the sides from scouring. e. 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. The village wise position of existing anicut and Talai are as

follows:

Gram Panchayat/Village Wise Existing Anicut/Talai

S.No. Gram Panchayat/ Village Anicut Talai

I. G.P. Mohanpura-

1. Shyampura - 2

2. Chak Shyampura - -

3. Chainpura - 3

Sub Total - 5

II. G.P. Jhar

1. Jhar 1 2

2. Khori 1 1

3. Barh Charnan - -

Sub Total 2 3

III. G.P. Baskhon

1. Banskhon 1 12

2. Neemora - 1

3. Malihala - 2

Sub Total 1 15


S.No. Gram Panchayat/ Village Anicut Talai

IV. G.P. Bhateri

1. Bhateri - 3

2. Kanpuria - 1

3. Prempura - 3

4. Kaneti - 3

5. Ghadoli - 1

6. Peelarama - 2

Sub Total - 13

V. G.P. Patan

1. Patan - 4

2. Rampura - 1

3. Ugawas - 1

4. Lalpura - 1

5. Srinagar - 1

6. Ramjipura - 1

Sub Total - 9

VI. G.P. Hansmahal

1. Madanpura - 1

Sub Total - 1

Grand Total 3 46

3.3. Production System and Micro Enterprises:

3.3.1. Production measures for arable lands:

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. For arable land following measures have been proposed:

a. Crop Demonstration: Crop Demonstrations are very important to show the quantitative

and qualitative difference between traditional and improved practices. The demonstration

is also important to motivate the farmers to adopt improved agriculture practices. Crop

Demonstrations are layout for adoption of full package of technology practices in rural

areas. The demonstration are proposed to be organized for 0.4 hectare to farmers field

which have adequate irrigation facilities and take interest to show all technology practices

recommended by Agriculture Department. In Kharif season demonstration for Guar,

Bajra and in Rabi season demonstration for wheat, Barley and Mustard have been

proposed. The crop demonstration will be organized as per consultation with Agriculture

Department.

b. Vegetables Seeds Minikit Distribution: Minikits of newly released varieties of

vegetables will be distributed to the beneficiaries of the project area.

c. Horticulture Activities: As per demand of the beneficiaries, the various horticulture

plants will be provided/distributed after ensuring the availability of water and suitable and

recommended for the area.

d. Organic Farming System: The organic farming is very important to maintain the

fertilizer requirement of the crops. In organic farming decomposed agriculture waste, cow

dung and vermi compost is used in place of chemical fertilizer. The organic manure is

cheaper, locally available and without any side effect.

Organic farming does not mean going ‘back’ to traditional methods. Many of the farming

methods used in the past are still useful today. Organic farming takes the best of these and

combines them with modern scientific knowledge.

This organic farming involves using techniques to achieve good crop yields without

harming the natural environment or the people who live and work in it. The methods and


materials that organic farmers use to keep and build good soil structure and fertility are

recycled and composted crop wastes and animal manures; soil cultivation at the right time;

crop rotation; green manures and legumes; mulching on the soil surface. To control pests,

diseases and weeds organic farmer uses careful planning and crop choice; the use of

resistant crops; good cultivation practice; using natural pesticides. The organic farming

also involves careful use of water resources and good animal husbandary.

Organic farming provides long-term benefits to people and the environment. Organic

farming aims to increase long-term soil fertility; control pests and diseases without

harming the environment; ensure that water stays clean and safe; use existing resources of

the farmer already has, so the farmer needs less money to buy farm inputs.

In the project area cultivators will be selected who are interested in the organic farming.

Through intensive training programme, the cultivators will be trained. The

demonstrations will be laid on their field.

e. Animal Husbandry Activities: For regular checking of the animals the two camps in a

year will be organized at Gram Panchayat level with the consultation of Animal

Husbandry Department. Therefore in the project area (5 Gram Panchayat) 50 camps will

be organized during the project period. As per direction/office order, the cost of one camp

for 5000 ha is Rs. 24000. Accordingly Rs 30,000 for the project area of 6289 ha and

average cost of Rs. 6000 per camp have been proposed. As per need good breed of bull

will be purchased for improvement of the breed.

The Guideline issued for implementation of watershed projects support to production/farming

system based livilihood activites 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 microenterprises for land owing households. The main aim is to increse the production

and producivity 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 farmers 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-IX/2010-11 having area of 6289 ha is 754.68 lacs. Therefore the

production plan have been proposed for Rs. 75.468 lacs as follows:

S.

No.

Activity Unit Rate Phy.

Target

Amount (Rs. In lacs)

A. Crop Demonstrations

• Kharif (Guar, Bajra) No. 1554 1120 1740480

• Rabi (wheat, Barley and Mustard) No. 2595 800 2076000

B. Horticulture Activities (Horticulture Plants)

a. Anwala Ha 16300 4 65200

b. Guava Ha 28000 3 84000

c. Ber Ha 28000 1 28000

d. Karonda Ha 24000 3 72000

e. Nimbu Ha 28000 3 84000

f. Papaya Ha 132000 2 264000

C. Vegetable Minikit No. 300 750 225000

D. Organic Farming LS 700000

E. Agro Forestry Ha. 7300 80 584000

Sub Total 5922680

F. Live Stock Activities

• Animal Health Camps No. 6000/camp 50 300000

• Provision of Bull No. 45000/No. 5 225000

• Fodder Demonstration No. 800 1000 800000

• Chaff Cutter No. 5000 50 300000

Sub Total 1725000

GRAND TOTAL 75.47lacs


3.3.2. Production measures for non arable lands:

The pasture land will be developed by fencing the area by ditch cum bund (DCB) and

constructing the staggered trenches. In between the trenches grasses will be grown and on

down stream side of the trenches the forestry/fuel plants are grown. Along the bund of ditch

the forestry plants will be grown. In the area various plants like Khejdi, Ardoo, Desi Babool,

Neem, Shessam etc will be grown.

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

owner, so that cultivators can also get the fuel for his use. Similarly on the bunds suitable

forestry plants like like Khejdi, Ardoo, Desi Babool, Neem, Shessam will also be grown to

meet the fuel and fodder requirement of the farmer, so the beneficiaries can fulfill the fuel and

fodder requirement.

3.3.3 Livelihood activities particularly for asset less person: The common guideline includes focussed priority on livelihood activities for land less/asset

less person. As per guideline 9 % of the total project cost has been assigned to support the

livelihood activities for land less/asset less household.

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 to the their interest on different

activities like Ara Tari, Tomato Sauce Preparation, Honey Bee Production, Compost Pit,

Pottery etc, so that their livelihood can be increased. At the time of PRA, the people of the


area have been acquainted with livestock based activities like milk collection booth, dairy,

poultry etc.

The livelihood action plan will be implemented through Self Help Groups and or the SHG

federation. As per earmark amout of 9 %, 60 % of this livelihood fund will be used to support

revolving fund for SHG’s, 10 % will be used for individual enterprises and a maximum of 30

% will be used for SHG federation. The initial amount up to Rs. 25000 may be given as seed

money to a SHG as the revolving fund. Similarly for major livilihood activity grant in aid

will be 50 % of the cost of activity or Rs. 2.00 lacs which ever is less. The cost of the IWMP-

IX/2010-11 having area of 6289 ha is 754.68 lacs. Therefore livelihood plan will be of Rs.

67.92 lacs. Accordingly provisions for SHG, SHG individuals and SHG fedration have been

proposed as follows:

S. No. Activity Maximum Limit No. Amount (Rs. In lacs)

A. Seed Money for SHG’s Rs. 25000 per SHG 163 4075000

B. Seed Money for Enterprising individuals

• Mason Rs. 25000 individual 11 275000

• Whit/Colour Washing Rs. 25000 individual 11 275000

• Tailoring Rs. 25000 individual 6 150000

• Masala udyog Rs. 25000 individual 2 50000

• Cycle/Bike Repairing Rs. 25000 individual 6 150000

• Mobile/Computer

Repairing

Rs. 25000 individual 3 75000

• Pottery Rs. 25000 individual 2 50000

• Motchi Rs. 25000 individual 4 100000

Sub Total B 1125000

C. Grant in aid for SHG Federation Rs. 2.00 lac per fed. 8 1600000

Grand Total (A + B+ C) 68.00 lacs


3.4 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 watershed development can be done through these departments

by their budget allocations.

After discussing with Agriculture, Horticulture, MGNREGA, Animal Husbandry departments

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

prepared.

3.4.1. 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 63 mm to 90

mm 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, who 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 up to 70 % of

the total cost up to 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.

n. 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 department through National

Horticulture Mission. The Krishi Vighyan Kendra) of each district, organizes the training

programme.

o. 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 vermi

compost unit in their field.


During the project period the following targets of agriculture and horticulture activities have

been proposed:

S.No. Activity Unit Physical Target Financial Target

A. Agriculture

1. Free Seed Minitkit Distribuition Nos. 1221

2. Certified Seed Distribution Nos. 1669

3. Subsidy on Pipe Line Meter 15700 2.91 lac

4. Subsidy on Gypsum M.ton 490 3.41 lac

5. Establishment of Farmers Field Nos. 52 2.08 lac

6. Soil and Water Testing and

Distribution of Soil Health Card

Nos. 1446

7. Subsidy on Plant Protection

Equipment

Nos. 113 0.46

8. Subsidy on Agriculture Implement No. 75 2.25

B. Horticulture

1 Medicinal Plant (Alovera) Hect. 10

2 Subsidy on Sprinkler Nos. 98 6.93 lacs

3 Subsidy on Drip Irrigation No. 49 49.00 lacs

4. Subsidy on Fruit Orchard Hect. 32 7.26 lacs

3.4.2. Convergence through MGNREGA:

For conservation measures and livelihood the MGNREGA scheme is being organized by

Government. Through MGNREGA scheme in the project area various water harvesting

structures are being constructed in poject area. Therefore works executed in the Scheme will

out the cost of the project. The village wise work action plan of MGNREGA scheme in the

project area is enclosed in the Annexure VI.


3.4.3. Convergence through Animal Husbandry Department:

Specially in the arid and semi-arid regions of the Rajasthan, Animal Husbandry is a major

economic activity of the rural peoples. Development of livestock sector has a significant

beneficial impact in generating employment and reducing poverty in rural areas. Livestock

contributes a large portion of draft power for agriculture, with approximately half the cattle

population and 25 percent of the buffalo population being used for cultivation.

Various livestock development programmes are aimed to increase the productivity of the

animals. The main activities and programmes of the department includes: Breed

improvement and Veterinary health care. For the benefit of the project area following works

have been proposed to be done by Animal Husbandry Department:

S.No. Livestock Activity Physical Finacial

1. Camps 60 camps 360000

2. Castration 40 Nos 4000

3. Artificial Insemination 300 Nos 36000

4. Deworming 1000 Nos -

Total 4.00 lacs


CHAPTER IV

4. Technical Designs and Estimates for Proposed Activities:

4.1. Design of Contour Bunds:

For rolling and flatter lands, with scanty or erratic rainfall contour bund is practiced to

intercept the runoff flowing down the slope, to conserve the moisture as well as to reduce soil

erosion. To remove the excessive runoff, resulting from high intensity storm, surplussing

arrangements have been provided wherever necessary.

Spacing of Contour Bunds:

Contour bunds can be adopted on all type of relatively permeable soils except the clayey or

deep black cotton soils. For planning the bunds it is necessary to know how far these bunds

should be installed. The main criterion for spacing of bunds is to intercept the water before it

attains the excessive velocity. The most important factor of it is slope, soil, rainfall, cropping

programme and conservation practices. The vertical interval between the bunds has been

calculated by following formulae:

V.I. = 0.305 (XS + Y)

Where

V. I. = Vertical Interval (m)

X = Rainfall factor (as per following table)

Y = Infiltration and Crop Cover factor (as per following table)

S = Slope (%)

Value of X, the Rainfall Factor

Rainfall Value of X Annual Rainfall (cm)

Scanty 0.8 64

Moderate 0.6 64-90

Heavy 0.4 Over 90

Source: Manual of Soil & Water Conservation Practices, Gurmel Singh, etc.


Value of Y, the Infiltration and Crop Cover Factor

Intake Rate Crop Cover during

Erosive Period of Rains

Value of Y

Below Average

(e.g. black soils)

Low Coverage 1.0

Average or above Good Coverage 2.0

One of the above

factors favourable and

the other unfavourable

1.5

Source: Manual of Soil & Water Conservation Practices, Gurmel Singh, etc.

Generally the Contour Bunds are made on same elevation, i.e. on contour and therefore, the

grade is zero. Due to field boundaries, it is not possible to construct the bunds exactly on

contours. The bunds will be constructed by adjusting the field boundaries. The horizontal

interval between the bunds has been calculated by following formulae:

H.I. = V.I. X 100 Slope (%) The height of impounding is calculated from following formulae:

He = (Re x V.I.)1/2 (50)1/2

Where

He = Depth of impounding near the bund (m)

Re = 24 hours rainfall excess (cm)

To the depth of impounding, depth of flow over the waste weir and free board is added. Then

with the help of these the cross section of bund has been calculated.

With the help of elevation data of the area, water shed area is divided into different slope

groups. The slope group wise map (Map 5), showing the different categories of slope has

been prepared by PDCOR, Jaipur.

From the above formulae the Horizontal and Vertical interval and length of bunds per hectare

have been calculated for different slope groups.


Calculation of V.I. and H.I.:

X = 0.8, Y = 1.5 (From above Tables)

S.No. Slope Group

Range

Average Slope,

S (%)

V.I. (m)

0.305 (XS + Y)

H.I. (m)

V.I./S

Length per

hectare (m)

1. 0 – 1 0.50 0.60 120 80

2. 1-3 2.00 0.95 50 200

3. 3-5 4.00 1.50 40 245

4. 5-10 7.50 2.3 30 332

Generally the Contour bund is provided on land having slope up to 6 %. As per slope group

map generated by PDCOR, the area for different slope range has been calculated. As per

above calculated per hectare bund length, the total length of contour bund have been

estimated. Due to budget constraints and priority of other works, the length has been reduced.

The Gram Panchayat wise area according to the slope range and proposed length of contour

bund is calculated as follow:

S.No. Gram

Panchayat

Slope

Range (%)

Estimated

Area (ha)

Length per

hectare (m)

Length

(m)

Proposed

Length (m)

1. Mohanpura 0 -1 561 80 44880 6088

1 -3 98 200 19600 4411

3 – 5 21 245 5145 1049

5 -10 8 332 2656 1078

> 10 45 - -

Total 733 72281 12626

2. Jhar 0 -1 727 80 58160 9203

1 -3 185 200 37000 5405

3 – 5 18 245 4410 2245

5 -10 28 332 9296 2492

> 10 - - -

Total 1140 108866 19345


S.No. Gram

Panchayat

Slope

Range (%)

Estimated

Area (ha)

Length per

hectare (m)

Length

(m)

Proposed

Length (m)

3. Banskhon 0 -1 1374 80 109920 17401

1 -3 315 200 63000 12850

3 – 5 23 245 5635 3497

5 -10 28 332 9296 2550

> 10 49 - -

Total 1789 187851 36298

4. Patan 0 -1 1245 80 99600 18804

1 -3 235 200 47000 10450

3 – 5 71 245 17395 8295

5 -10 22 332 7304 5525

> 10 - -

Total 1573 171299 42774

5. Bhateri 0 -1 1113 80 89040 11428

1 -3 185 200 37000 6289

3 – 5 45 245 11025 4204

5 -10 12 332 3984 1058

> 10 - - -

Total 1355 141049 22979

6 Hansmahal

(Madanpura)

0 -1 95 80 7600 1936

1 -3 22 200 4400 890

3 – 5 12 245 2940 309

5 -10 - 332

> 10 -

Total 129 14940 3135

The various estimates of works related to Entry Point Activities such as Construction of

Water Tank, Khel, Soak Pit, Safety Wall Boundary Wall, etc have been enclosed (Estimate

No. 1 to 7). The estimates of works proposed under Natural Resources Management (NRM)

have been enclosed (Estimate 8 to 31).


CHAPTER V

5. Head Wise /Activity Wise Budget Allocation:

As per letter No., F 18 (I- 13) IWMP/WDSC/2010-11/3572-3641 Dated 10.12.10 issued by

Directorate of Watershed Development and Soil Conservation Department, Rajasthan Jaipur

and comprehensive amendments in Common Guidelines for water shed Development Projects

2008 made vide letter dated 11th October 2011 of Government of India, Ministry of Rural

Development, Department of Land Resources, the component wise total fund distribution for

IWMP – IX project having effective area (after deducting forest area) of 6289 ha are as

follows:

S.No. Name of Activity Budget Head (%)

Amount (lacs)

I. ADMINISTRATIVE COST 10 75.468 (WDT & Secretary Honararium, Office Expenses, Jeep Hiring etc.)

II. MONITORING 1 7.547 III. EVALUATION 1 7.547 PREPATORY PHASE IV. ENTRY POINT ACTIVITY 4 30.187 V. INSTITUTION & CAPACITY BUILDING 5 37.734 VI. DETAILED PROJECT REPORT (DPR) 1 7.547

WATERSHED WORK PHASE VII. NATURAL RESOURCE MANAGEMENT (NRM) 56 422.621 VIII. LIVILIHOOD ACTIVITIES FOR ASSETLESS

PERSONS 19 143.389

IX. PRODUCTION SYSTEM & MICROENTERPRISES X. CONSOLIDATON PHASE 3 22.640

TOTAL 100 754.680

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 is enclosed.

I. ADMINISTRATIVE COST (10%)(Honararium of Watershed Development Team, Secretary of WC,Office Expenses, Jeep Hiring etc.)

75.468

II MONITORING (1%) 7.547III EVALUATION (1 %) 7.547

90.562

W/S PREPARATORY PHASE

IV ENTRY POINT ACTIVITY (4 %)

(Solar Light, Water Tank, Khel, Plateform, Safety Wall, etc.) 30.187 Estimate No. 1 to 7

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 37.734VI DETAILED PROJECT REPORT (1 %) 7.547

75.468

WATERSHED WORK PHASE

VII NATURAL RESOURCE MANAGEMENT (NRM) (56 %)

1 ARABLE CONSERVATION WORK

i. Earthen Bund TYPE "A"(SLOPE 0-1%), 0.60 m height meter 64860 82 5318520 Estimate No. 8

ii. Earthen Bund TYPE "B"(SLOPE 1-3%) 0.75 m height meter 40295 116 4674220 Estimate No. 9

iii. Earthen Bund TYPE "C"(SLOPE 3-5%) 1.00 m height meter 19599 187 3665013 Estimate No. 10

iv. Earthen Bund TYPE "D"(SLOPE 5-10%) 1.20 m height meter 12403 256 3175168 Estimate No. 11

v. Bund waste Weir (Dry Stone Masonory) Nos 518 5800 3004400 Estimate No. 12

vi. Waste weir TYPE "A" (6 m long) Nos 114 13000 1482000 Estimate No. 13

vii. Waste weir TYPE "B" (10 m long) Nos 113 25000 2825000 Estimate No. 14

viii Gully Control Structure "A" (1.60 m height &10 m long) Nos 81 10000 810000 Estimate No. 15

ix. Gully Control Structure "B" (2.00 m height &10 m long) Nos 68 13300 904400 Estimate No. 16

x. Gully Control Structure "C" (2.50 m height &15 m long) Nos 53 29000 1537000 Estimate No. 17

2 NON ARABLE CONSERVATION WORK

i. PASTURE DEVELOPMENT hectare 100 59000 5900000 Estimate No. 18

ii. DIVERSION CHANNEL meter 2600 53 137800 Estimate No. 19

iii. WHS Type "A" (2.70 m height & 50 m long) Nos 6 67800 406800 Estimate No. 20

iv. WHS Type "B" (3.00 m height &70 m long) Nos 3 111100 333300 Estimate No. 21

v. PITCHING Nos 7 70000 490000 Estimate No. 22

vi. STAGGERD TRENCHES hectare 1 22000 22000 Estimate No. 23

vii. LOOSE STONE CHECK DAM Nos 155 2900 449500 Estimate No. 24

5-2

SUB TOTAL (I+II+III)

SUB TOTAL (IV+V+VI)

CHAPTER -VABSTRACT OF COST

S. N. NAME OF ACTIVITY UNIT QUANTITY RATE AMOUNT REFERENCE

IWMP -IX, BLOCK - BASSI, JAIPUR

S. N. NAME OF ACTIVITY UNIT QUANTITY RATE AMOUNT REFERENCE

3 DRAINAGE LINE TREATMENT

i. RETANING/SAFTY WALL 'A' (0.80 m height & 9 m long) Nos 16 39500 632000 Estimate No. 25ii. RETANING/SAFTY WALL 'B' (0.60 m height & 8 m long) Nos 11 54000 594000 Estimate No. 26

iii. RETANING/SAFTY WALL 'C' (0.90 m height &14 m long) Nos 9 91000 819000 Estimate No. 27iv. RETANING/SAFTY WALL 'D' (1.00 m height &17 m long) Nos 7 119000 833000 Estimate No. 28v. RETANING/SAFTY WALL 'E' (1.30 m height & 22 m long) Nos 7 205000 1435000 Estimate No. 29

vi. MASONARY WATER HARVESTING STRUCTURE 'A' (1.30 m height &6 m long)

Nos 7 217000 1519000 Estimate No. 30

vii. MASONARY WATER HARVESTING STRUCTURE 'B' (1.50 m height &10 m long)

Nos 3 286000 858000 Estimate No. 31

viii MASONARY WATER HARVESTING STRUCTURE 'C' (1.80 m height &20 m long)

Nos 1 437000 437000 Estimate No. 32

422.621VIII 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)143.389

IX CONSOLIDATED PHASE (3 %) 22.640GRAND TOTAL 754.680

WORKS PROPOSED TO BE DONE THROUGH CONVERGENCE:

S. N. ACTIVITY UNIT AMOUNT

A.1 Free Seed Minitkit Distribution Nos.2 Certified Seed Distribution Nos.3 Subsidy on Pipe Line Meter 2.9104 Subsidy on Gypsum M.ton 3.9005 Establishment of Farmers field Nos. 2.6506 Soil and Water Testing and Distribution of Soil Health Card Nos.7 Subsidy on Plant Protection Equipment Nos. 0.6508 Subsidy on Agriculture Implements No. 2.650

B.1 Medicinal Plant (Alovera) Hect.2 Subsidy on Sprinkler Nos. 6.9303 Subsidy on Drip Irrigation No. 49.0004 Subsidy on Fruit Orchard Hect. 7.500

76.190C.

1 Works Proposed to be done through MGNREGA 201.290D.

1 Camps Camps 3.62 Castration Nos. 0.042 Artificial Insemination Nos. 0.364 Deworming Nos.

4.000281.480

1036.160

5-3

95HORTICULTURE

1680150

PHYSICAL TARGET

AGRICULTURE

55065

18701650

10984935

TOTAL (A + B + C + D)


Sub Total (A + B)

Sub Total (D)

ANIMAL HUSBANDRY DEPARTMENT

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

SUB TOTAL (Natural Resource Management)

GRAND TOTAL FOR PROJECT INCLUDING CONVERGENCE

3001000

14000

MGNREGA

6040

(Annexure VI)

WDT (Engineeering) WDT (Agriculture) WDT (Animal Husbandry) WDT (Social Science) Junior Engineer Assistant Engineer

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.)

15.094 15.094 15.094 15.094 15.094 75.468

II MONITORING (1%) 1.509 1.509 1.509 1.509 1.509 7.547III EVALUATION (1 %) 2.516 2.516 2.515 7.547

16.603 16.603 19.119 19.119 19.11776 90.562W/S PREPARATORY PHASE

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

22.000 8.187 30.187

V TRAININGS & CAPACITY BUILDING (ICB) 5 % 7.547 7.547 7.547 7.547 7.546 37.734VI DETAILED PROJECT REPORT (1 %) 7.547 7.547

37.094 15.734 7.547 7.547 7.546 75.468WATERSHED WORK PHASE

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

i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 16215 13.30 16215 13.30 16215 13.30 16215 13.30 64860 53.185

ii. Earthen Bund TYPE "B"(SLOPE 1-3%) meter 10074 11.69 10074 11.69 10074 11.69 10074 11.69 40295 46.742

iii. Earthen Bund TYPE "C"(SLOPE 3-5%) meter 4900 9.16 4900 9.16 4900 9.16 4900 9.16 19599 36.650

iv. Earthen Bund TYPE "D"(SLOPE 5-10%) meter 3101 7.94 3101 7.94 3101 7.94 3101 7.94 12403 31.752

v. Bund waste Weir Nos 130 7.51 130 7.51 130 7.51 130 7.51 518 30.044

vi. Waste weir TYPE "A" Nos 29 3.71 29 3.71 29 3.71 29 3.71 114 14.820

vii. Waste weir TYPE "B" Nos 28 7.06 28 7.06 28 7.06 28 7.06 113 28.250

viii Gully Control Structure "A" Nos 20 2.03 20 2.03 20 2.03 20 2.03 81 8.100

ix. Gully Control Structure "B" Nos 17 2.26 17 2.26 17 2.26 17 2.26 68 9.044

x. Gully Control Structure "C" Nos 13 3.84 13 3.84 13 3.84 13 3.84 53 15.370

2 NON ARABLE CONSERVATION WORKi. PASTURE DEVLOPMENT hectare 25 14.75 25 14.75 25 14.75 25 14.75 100 59.000

ii. DIVERSION CHANNEL meter 650 0.34 650 0.34 650 0.34 650 0.34 2600 1.378

iii. WHS Type "A" Nos 2 1.02 2 1.02 2 1.02 2 1.02 6 4.068

iv. WHS Type "B" Nos 1 0.83 1 0.83 1 0.83 1 0.83 3 3.333

v. PITCHING Nos 2 1.4 3 2.1 2 1.4 7 4.900

vi. STAGGERD TRENCHES hectare 0 0.06 0.25 0.055 0.25 0.055 0.25 0.055 1 0.220

vii. LOOSE STONE CHECK DAM Nos 39 1.12 39 1.12 39 1.12 38 1.12 154 4.495

6-1

FIRST YEAR

SUB TOTAL (I+II+III)

SUB TOTAL (IV+V+VI)

S. N. NAME OF ACTIVITY


CHAPTER -VIANNUAL ACTION PLAN

TOTAL

THIRD YEAR

2011-12Unit 2012-13 2013-14 2014-15 2015-16

SECOND YEAR FOURTH YEAR FIFTH YEAR

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

FIRST YEAR

S. N. NAME OF ACTIVITY TOTAL

THIRD YEAR

2011-12Unit 2012-13 2013-14 2014-15 2015-16

SECOND YEAR FOURTH YEAR FIFTH YEAR

3 DRAINAGE LINE TREATMENTi. RETANING/SAFTY WALL 'A' Nos 4 1.58 4 1.58 4 1.58 4 1.58 16 6.320

ii. RETANING/SAFTY WALL 'B' Nos 3 1.49 3 1.49 3 1.49 3 1.49 11 5.940

iii. RETANING/SAFTY WALL 'C' Nos 2 2.05 2 2.05 2 2.05 2 2.05 9 8.190

iv. RETANING/SAFTY WALL 'D' Nos 2 2.08 2 2.08 2 2.08 2 2.08 7 8.330

v. RETANING/SAFTY WALL 'E' Nos 2 3.59 2 3.59 2 3.59 2 3.59 7 14.350

vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 2 3.80 2 3.80 2 3.80 2 3.80 7 15.190

vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 1 2.15 1 2.15 1 2.15 1 2.15 3 8.580

viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 0 1.09 0 1.09 0 1.09 0 1.09 1 4.370

104.430 105.830 106.530 105.830 422.621VIII LIVELIHOOD/MICROENTERPRISES

a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)

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

35.847 35.847 35.847 35.847 0 143.388

IX CONSOLIDATED PHASE (3 %) 22.640 0 22.640

TOTAL PROJECT FUND 53.697 172.614 168.343 169.043 190.981 754.68

6-2IWMP -IX, BLOCK - BASSI, JAIPUR

SUB TOTAL (Natural Resource Management)

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


CHAPTER VII

7.1. Project Outcome: 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 animal would be available in the

wells and ponds. The cropping intensity and productivity should be increased after the

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

completion of the project are as follow:

S.No Parameters Before Execution of

Project

Expected Increase after the

Completion of the Project

1. Availability of water

a. Average Water Table 250 -300 ft 150 – 200 ft.

b. Available Water in the Tube Wells Wells/ Tube Wells / Ponds

2. Agriculture/Horticulture

a. Net Sown Area (ha) 5102 5650

b. Net area sown more than

once (ha)

2713 3600

c. Production of Major Crops:

• Wheat

• Barley

• Mustard

• Bajra

• Groundnut

• Guar

3400 Kg/ha

3128 Kg/ha

1238 Kg/ha

1055 Kg/ha

1530 Kg/ha

780 Kg/ha

3700 Kg/ha

3600 Kg/ha

1600 Kg/ha

1550 Kg/ha

1850 Kg/ha

1050 Kg/ha

d. Production of Green Fodder 29615 quintal 49358 quintal

e. Average Production of

Horticulture Plants

50 – 100 quintal 350-500 quintal

(Different types of fruits plants Mango,

Guava, Citrus, Ber, Papaya, etc)


S.No Parameters Before Execution of

Project

Expected Increase after the

Completion of the Project

3. Live Stock

a. Milk Production 3 – 5 kg/animal 7 – 12 kg/animal

b. Animal Diseases By regular camps, the various diseases will be controlled

4. Livelihood

a. Average income of family

by introduction of other

micro enterprises

Rs. 2500-3000 per

month

Rs. 4000 – 5000 per month

b. SHG Groups 10 60

The various homogenous groups will be

constituted and the training of different

activities will be given.

During the project period, 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. Similarly the livestock activities will increase the milk

production. The year wise various outcomes of the project are as follows:


S.

N.

Activity Unit Before

Project

During the Project Period

I Yr II Yr III Yr IV Yr V Yr

1. Engineering Structure

a. Contour Bund, CVH, Restoration of

Old Structures, Gully Control Structure

Hect. Nil 1000 2500 2500 289

2. Increase of Agriculture Production due

to construction of above Engineering

Structure

a. Rabi Season (Main Crops)

• Wheat

• Barley

• Mustard

Qtl/ha 28.45

30.03

12.37

29

30

13

29

31

13

35

32

14

37

34

17

40

39

20

b. Kharif Season (Main Crops)

• Bajra

• Guar

• Ground Nut

Qtl/ha 13.97

6.98

12.84

12.5

7

13

12.5

7

13

14

9

14

18

10

16

22

12

21

3. Water Table Depth

• May m. 65 65 64 62

• September m. 58 58 58 56

• December m. 60 60 60 58

4. Availability of Drinking Water Dec. Dec. Dec. Dec. Jan. Jan.

5. Survival of Plants

• Horticulture Plants Nos. 800 1000 1000 2500 5000 12000

• Forestry Plants Nos. 450 450 450 1000 2500 4000

6. Milk Production per animal

• Cow Kg 3 3 3.5 4 4.5 5

• Buffalo Kg. 5 5 5.5 6 7 8

• Goat Kg 0.5 0.5 0.75 0.75 1.0 1.0

7. Control on Migration No. Nil 10 % 20 % 40% 80%

ch-,l-vkj-% ftyk nj vuqlwph] 2011] ftyk ifj"kn t;iqj

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 for constructionof bund including ramming compactionand dressing up to the lead of 50m andlift 1.5 m

90 Cum 85.00 7650.00

3 Sowing of seed on bunds 300 Rm 0.59 177.00

4 Grass seedDhaman/Stylohemata 1 LS 40.00 40.00

7967.005 Contingency @ 3 % 239.01

8206.01Say 8206

82.00

0.60

Grand Total

Sub Total

Per. M. Cost

ESTIMATE NO. 8

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

Cross section of bund - 0.9 sqm For lenth 100 M.

1.5:1

0.60

1.5:1

G.L G.L2.4

. 0.33.0

X-Section

`

4-12IWMP IX, BLOCK- BASSI, JAIPUR

0.30


S.No. Item Quantity Unit Rate Amount

1 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

129 Cum 85.00 10965.00



11241.005 Contingency @ 3 % 337.23

11578.23Say 11578

116.00

0.60

Per. M. Cost

For lenth 100 M.

Grand Total

ESTIMATE NO. 9

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

Cross section of bund - 1.29 sqm

Sub Total

1.5:1

0.75 1.5:1

G.L G.L. 0.3 2.85

4.3

X-Section


0.30




210 Cum 85.00 17850.00



18185.005 Contingency @ 3 % 545.55

18730.55Say 18731

187.00

0.60

Per. M. Cost

For lenth 100 M.

Grand Total

Sub Total

ESTIMATE NO. 10

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


1.5:1

1.001.5:1

G.L G.L3.6

. 0.37

X-Section


0.30




288 Cum 85.00 24480.00



24874.005 Contingency @ 3 % 746.22

25620.22Say 25620

256.00

0.60

Per. M. Cost

For lenth 100 M.

Grand Total

Sub Total

ESTIMATE NO. 11

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


1.5:1

1.20 1.5:1

G.L G.L4.2

. 0.47.2

X-Section


0.30


S.No. Item Part No. L W H/D Qty Unit Rate Amount

HW 1 4.60 2.40 0.30 3.31

3.31 Cum 82.00 271.58

SW 2 2.40 0.30 0.30 0.43

SW 2 1.50 0.30 1.50 1.35

Apron/ foundatio

1 2.40 4.00 0.30 2.88

apron 1 1.50 4.00 0.30 1.80

6.46 Cum 781.00 5046.82

3 Rehandling and carriage ofstone by head load or animaltransport including loading andunloading for lead up to 200m

Cum 47.00 303.71

4 Contingency @ 3 % 168.66

5790.78Say

4-16

Total

IWMP IX, BLOCK- BASSI, JAIPUR

NAME OF WORK: CONSTRUCTION OF BUND WASTE WEIR

Total E/W

ESTIMATE NO. 12

Rs. 5800 /- only

2 Dry stone masonary for~

Sub total

6.46

1 Excavation in hard soildisposal of excavated materialwithin initial lead of 30 m andlift of 1.5 m dressing etc.complete


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 82.00 508.576.202 ?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%6H.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 1429.00 6616.734.630 ?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



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

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

ESTIMATE NO. 13

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


jkf'k

dk;Z fooj.k

5

Apron 1 6.00 3.60 0.50 10.800 ?ku QhV 583.00 178.310.306 ?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 190.00 838.424.413 oxZ eh- izfr oxZ eh-

7


8

20 eh- eh-H.W. 1 2 rjQ 6.00 0.75 9.000

H.W.Ext. 2 2 rjQ 5.00 1.35 27.000S.W. 2 2 rjQ 2.00 0.83 6.600T.W. 1 2 rjQ 6.00 0.30 3.600

46.200 oxZ QhV 83.00 356.234.292 oxZ eh- izfr oxZ eh-

dqy 12659.709 vkdfLed O;; 3 izfr'kr :i;s 379.79

dqy :i;s 13039.49ekuk 13000.00

Material consumption For Construction of Wasteweir

S.No. Qty cement sand stone Aggregate

1 P/L Cement Concrete in 1:4:8 For Foundation0.977 0.977 0.977 3.322 0.459 0.918

2 P/L Cement Concrete in 1:4:8 For Foundationand Super Structure

4.630 1.521 6.151 6.151 11.072 2.276 6.151

3 20-23 cm thick dry stone kharanja0.306 0.306 0.306 0.306

4 c/c Coping in 1:2:44.413 4.413 0.221 1.412 0.095 0.203

5 c/c in 1:3:60.06 0.061 0.061 0.208 0.026 0.056

6 20 mm thick Cement Plaster in 1:64.292 4.292 4.292 0.440 0.092

16.454 2.948 6.457 1.178Bags Cum Cum Cum


lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA

Name of Work

lhesaV dkØhaV 1 lhesaV] 3 ctjh rFkk 6 fxêh iRFkj dh 20 fe-eh- ukeh; ekidh uhao es Mkyuk ,uhdV ds fy,A

15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLrmBku ds lkFk] vkiwfÙkZ ds lkFkA

50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh 4iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxVV̀h ds lkFk feykdj Mkyuk] dwVuk]nckuk rFkk rjkbZ vkfn lesr A



jkf'k

1

l[r] fpduh] dadj feêh esa

H.W. 1 10.00 3.00 3.50 105.00H.W.Ext. 2 5.00 3.00 3.50 105.00

S.W. 2 8.00 2.50 3.50 140.00T.W. 1 10.00 2.00 2.00 40.00Apron 1 10.00 6.00 1.50 90.00


2

iRFkj dh fxêh ds lkFk

H.W. 1 10.00 3.00 0.50 15.00H.W.Ext. 2 5.00 3.00 0.50 15.00

S.W. 2 8.00 2.50 0.50 20.00T.W. 1 10.00 2.00 0.50 10.00


3

lhesaV ctjh 1%6H.W. 1 10.00 3.00 3.00 90.00

H.W.Ext. 2 5.00 3.00 3.00 90.00S.W. 2 8.00 2.50 3.00 120.00T.W. 1 10.00 2.00 1.50 30.00


4

lhesaV ctjh 1%6

H.W. 1 10.00 2.50 0.75 18.75H.W.Ext. 2 5.00 2.50 1.35 33.75

S.W. 2 8.00 2.35 0.83 31.02T.W. 1 10.00 1.85 0.30 5.55

89.07 1534.00 3869.462.52 izfr ?kueh


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. 14

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

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

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuhMkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyhLFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rdfuLrkj.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 MkyukrFkk dqVkbZ djuk] rjkbZ lesrA


jkf'kdk;Z fooj.k

5

Apron 1 10.00 6.10 0.50 30.50 ?ku QhV 583.00 503.57

0.86 ?ku eh- izfr ?kueh

6

H.W. 1 10.00 2.50 25.00H.W.Ext. 2 5.00 2.50 25.00

S.W. 2 2.00 2.35 9.40T.W. 1 10.00 1.85 18.50


7


8

20 eh- eh-H.W. 1 2 rjQ 10.00 0.75 15.00

H.W.Ext. 2 2 rjQ 5.00 1.35 27.00S.W. 2 2 rjQ 2.00 0.83 6.60T.W. 1 2 rjQ 10.00 0.30 6.00


dqy 23955.819 vkdfLed O;; 3 izfr'kr :i;s 718.67

dqy :i;s 24674.49

ekuk 25000.00

Material consumption For Construction of Wasteweir

S.No. Qty cement sand stone Aggregate

1 P/L Cement Concrete in 1:4:8 For Foundation1.699 1.699 1.699 5.777 0.799 1.597

2 P/L Cement Concrete in 1:4:8 For Foundationand Super Structure

9.346 2.522 11.868 11.868 21.363 4.391 11.868

3 20-23 cm thick dry stone kharanja0.864 0.864 0.864 0.864

4 c/c Coping in 1:2:47.237 7.237 0.362 2.316 0.156 0.333

5 c/c in 1:3:60.17 0.173 0.173 0.587 0.074 0.159

6 20 mm thick Cement Plaster in 1:65.072 5.072 5.072 0.520 0.109

30.563 5.528 12.732 2.089Bags Cum Cum Cum


lhesaV dkØhaV 1 lhesaV] 3 ctjh rFkk 6 fxêh iRFkj dh 20 fe-eh- ukeh; eki dhuhao es Mkyuk ,uhdV ds fy,A

lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA

Name of Work

15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku dslkFk] vkiwfÙkZ ds lkFkA

50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh 4iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxVV̀h ds lkFk feykdj Mkyuk] dwVuk]nckuk rFkk rjkbZ vkfn lesr A

Considerations -A Seepage Line 5:1B Side Slope

U/s 3:1D/S 2:1

C Length of Structure 10.00 Mtr.D Height of Structure 1.60 Mtr.


Øe la[;k ek=k nj jkf'k1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 30.00 0.25 7.50

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 djukrFkk feêh dh njslh djuk rFkk 'khi QwVjksyj@gSaM jSej ls feêh nckuk] 1-5 eh mBkurFkk 50 eh- nwjh ds fy,A

dBksj feVV̀h 112.00 85.00 9520.00Áfr Äu ehVj

3 cht cqokbZ cuk;s x;s fjt ijA 50.00 0.59 29.50Áfr 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 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 9970.49ekuk 10000.00


(5*yEckbZ)

(4*yEckbZ)

(3*yEckbZ)

10*(2.0+12.0)/2*1.60

ESTIMATE NO. 15

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "A"

fooj.k

12.00m

2.00m

1.60m

0.50m Free board

9.90 m


U/s 3:1D/S 2:1



Øe la[;k

ek=k nj jkf'k

1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 30.00 0.25 7.50

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 djukrFkk feêh dh njslh djuk rFkk 'khi QwVjksyj@gSaM jSej ls feêh nckuk] 1-5 ehmBku rFkk 50 eh- nwjh ds fy,A

dBksj feVV̀h 10*(2.5+12.50)/2*2.00 150.00 85 12750.00

Áfr Äu ehVj3 cht cqokbZ cuk;s x;s fjt ijA 50.00 0.59 29.50

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 40.00 525 21.00

Áfr fdeh

5 40.00 1425 57.00Áfr fdeh

6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 40.00 308 12.32Áfr fdeh



dqy ;ksx 13297.39ekuk 13300.00


(4*yEckbZ)

Dimensions are not to the scale

ESTIMATE NO. 16

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND

fooj.k

(3*yEckbZ)

(5*yEckbZ)

IykUVhax ,oa Mªsflax dk;Z

12.50m

2.50m

2.00m

0.70m Free board

11.70mm


U/s 3:1D/S 2:1



Ø-l- ek=k nj jkf'k1 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&ikrrFkk dadj chudj vyx djuk rFkk feêh dhnjslh djuk rFkk 'khi QwV jksyj@gSaM jSej lsfeêh nckuk] 1-5 eh mBku rFkk 50 eh- nwjh dsfy,A

dBksj feVV̀h 328.13 85 27890.63Äu 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



dqy ;ksx 28957.81ekuk 29000.00


(4*yEckbZ)

Dimensions are not to the scale

ESTIMATE NO. 17

NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE

fooj.k(3*yEckbZ)

15*(2.50+15.0)/2*2.50

(5*yEckbZ)

15.00m

2.50m

2.50m

1.00m Free board

13.50m M

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 1800 1.2 1.2 2592.00 82 82 212544 0 2125442 lrr dUVj V~zspst dk fuek.kZ ¼dBksj feV~Vh esa½ CUM. 0 6000 0.6 0.3 1080.00 82 82 88560 0 885603 [kM~Ms+ [kqnkbZ dk dk;Z & lrr dUVj V~zspst esa NO. 4000 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 2890

¼c-½ ?kkl cht dks rkykc feV~Vh ds lkFk feykdj xksfy;k cukuk KG. 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"kZ

NO. 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"kZ

NO. 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 fQfyxa

NO. 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 600ikS/ks dks ikuh fiykuk ¼15 yh- izfr ikS/kk½ & izFke o"kZ NO. 3 4000 12000.00 1.8 1.80 21600 0 21600

ikS/ks dks ikuh fiykuk ¼15 yh- izfr ikS/kk½ & f}rh; o"kZ NO. 2 4000 8000.00 1.8 1.80 14400 0 14400

ikS/ks dks ikuh fiykuk ¼15 yh- izfr ikS/kk½ & rr̀h; o"kZ NO. 1 4000 4000.00 1.8 1.80 7200 0 7200

4-24

ESTIMATE NO. 18

FOR 10 HACT.

4

5

AMOUNTRATEDETAILS OF QUANTITYS.NO. ITME OF WORK UNIT

0.45 X .45 X .45

NAME OF WORK: CONSTRUCTION OF PASTURE DEVELOPMENT WORK IN W/S IWMP IX

6

7


8

9

No. L W D T.Q. Labour Material Total Labour Material TotalAMOUNTRATEDETAILS OF QUANTITYS.NO. ITME OF WORK UNIT

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

NO. 1 4000 4000.00 1.2 1.20 4800 0 4800

ikS/kks dks fujkbZ xqM+kbZ 15 lseh xgjkbZ ,oa 45 lseh v)ZO;kl rd & f}rh; o"kZ

NO. 2 4000 8000.00 1.2 1.20 9600 0 9600

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

NO. 3 4000 12000.00 1.2 1.20 14400 0 14400

ikS/kks gsrq ikuh dh lIykbZ ¼VSdj }kjk½ & Vz~SDVj e; Vsadj 4000 yh- {kerk e; Mkz~bZoj ds & izFke o"kZ

TRIP. 3 15 45.00 225 225.00 0 10125 10125.00

ikS/kks gsrq ikuh dh lIykbZ ¼VSdj }kjk½ & Vz~SDVj e; Vsadj 4000 yh- {kerk e; Mkz~bZoj ds & f}rh; o"kZ

TRIP. 2 15 30.00 225 225.00 0 6750 6750.00

ikS/kks gsrq ikuh dh lIykbZ ¼VSdj }kjk½ & Vz~SDVj e; Vsadj 4000 yh- {kerk e; Mkz~bZoj ds & rr̀h; o"kZ

TRIP. 1 15 15.00 225 225.00 0 3375 3375.00

lkekxzh dh ykxr & 0.00 0 0 0.00

¼v-½ ikS/ks & izFke o"kZ NO. 4000 4000.00 2.5 2.50 0 10000 10000.00

¼c-½ ikS/ks & f}rh; o"kZ NO. 800 800.00 2.5 2.50 0 2000 2000.00

¼l-½ /kke.k?kkl cht KG. 60 60.00 150 150.00 0 9000 9000.00

¼n-½ LVz~kbZyksesaVk cht KG. 40 40.00 50 50.00 0 2000 2000.00

¼;-½ dsLVj lhM+ KG. 7 7.00 100 100.00 0 700 700.00

¼y-½ jrutksr cht KG. 7 7.00 100 100.00 0 700 700.00

¼o-½ ns'kh ccwy cht KG. 7 7.00 50 50.00 0 350 350.00

¼j½ ;wfj;k@oehZ dEiksLV [kkn BAG 10 10.00 300 300.00 0 3000 3000.00

¼g-½ ,yfM+Zu nok LTR. 10 10.00 250 250.00 0 2500 2500.0013 pjkxkg dh pkSdhnkjh MONTH 40 40.00 2600 0 2600.00 104000 0 104000

527258 59870 587127.7

Rs /-

4-25

59000SAY COST PER HACT.

10

11


12

TOTAL

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

Block B & C

Total height = 0.75 m




0.945 Cum 85.00 80.33



515.335 Contingency @ 3 % 15.46

530.78Say 531

53.00

2 X(BOTH SIDE BUND)

G.L

. 0.9

X-Section

4-26

0.6

Grand Total

1.5

Sub Total

Per. M. Cost


ESTIMATE NO. 19

NAME OF WORK: CONSTRUCTION OF DIVERSION CHANNEL CUM BUND

Cross section of Channel - 0.945 sqm For lenth 100 M.

0.30


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 esa764.50 85.00 64982.50?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 0.525 105.00ehVj izfr ehVj

ehVj izfr ehVj

ehVj izfr ehVj

yk[k LyhIl izfr yk[k LyhIl

0.30 45.00 13.50fdxzk izfr fdxzk

65737.45vkdfLed O;; 3 izfr'kr 1972.12

67709.5767800.00

4-27

ESTIMATE NO. 20

NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "A"

;ksx

285.00

6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk 200.00 0.308 61.60

1638.500 163.85

5

dqy ;ksx

ekuk

7 izkdf̀rd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk dk;Z 0.10

4 cht dh ykxr


Øa-la- fooj.k ek=k nj

2

3

3 x yackbZ

5

jkf'k

1

3 x yackbZ

200.00 1.425

4

4xyackbZ

IykfVax ,oa Msªflax dk;Z


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 esa1256.49 85.00 106801.65?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 0.525 147.00ehVj izfr ehVj

ehVj izfr ehVj

ehVj izfr ehVj

yk[k LyhIl izfr yk[k LyhIl

0.50 45.00 22.50fdxzk izfr fdxzk

107862.18vkdfLed O;; 3 izfr'kr 3235.87

111098.05111100.00


Øa-la- fooj.k ek=k nj

1638.500

4 cht dh ykxr

280.00 0.308

399.00

6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk

jkf'k

1

3 x yackbZ

280.00 1.4255 IykfVax ,oa Msªflax dk;Z

;ksx

229.39

2

3

3xyackbZ

4

4xyackbZ

5

dqy ;ksx

ekuk

ESTIMATE NO. 21

NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "B"

7 izkdf̀rd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk dk;Z 0.14

86.24

FACT QTY FACT QTY FACT QTY FACT QTY FACT QTY FACT QTY FACT QTY1 EXCAVITION 20.25 71 14382 C. C. 1:5:10 6.75 M3 248 1674 0.45 3.0375 2.52 17.0 0.90 6.08 0 0 0 0 0 0

3 R. R. STONE MASONARY 1:6 20.25 M3 388 7857 0.30 6.075 1.40 28.2 0 0.00 1.1 22.275 0 0 0 0

4 KUDDI MITTE #REF! M3 35 #REF!5 KHARANJA #REF! M3 125 #REF! #REF! #REF! #REF! 1.1 #REF! #REF! #REF!6 CC 1 6 12(CUM) 50.80 M3 248 12598 0.45 22.8589 2.10 106.7 0.9 45.718 07 CC 1 2 4 #REF! M2 73 #REF! 0.022 #REF! 0.312 #REF! 0 #REF! 0.045 #REF! 0 #REF!8 plaster 1:6(20MM) #REF! M2 38 #REF! 0.032 #REF! 0.12 #REF! #REF! #REF! #REF! #REF!

TOTAL #REF! #REF! #REF! #REF! #REF! #REF! #REF!

CEMENT 244BAJARI 53040 MM 490STONE 45020 MM 525KOTA

#REF!0.00 0.00

#REF!#REF! #REF!

LABOUR #REF!

#REF!

TOTAL #REF!

#REF! #REF!#REF!

S NO. ITEM QTY UNIT 40MM

#REF! #REF!

SAFEDILABOUR BAJARI CEMENT 20MMSTONE

EST NO 22.xls consump CHAINPURA


S.No. Item No L (Ft) B (Ft) H (Ft) Qty(sqft) Rate Amount

1 100.00 0.45 0.45 20.25

lk/kkj.k@eqyk;e feêh esal[r] fpduh] dadj feêh esa

Total 20.25Cum 20.25 71.00 1437.75

1 100.00 0.45 0.15 6.75

iRFkj dh fxêh ds lkFk Total 6.75

Cum 6.75 1573.00 10617.751 100.00 0.45 0.45 20.25

lhesaV ctjh 1%6Total 20.25Cum 20.25 1429.00 28937.25

1 100.00 5.00 0.10 50.80

Total 50.80

Cum 50.80 583.00 29615.0Grand Total Rs 70607.70SAY 70000

4-29

ESTIMATE NO. 22

1 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] rydks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgjfudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls HkjukrFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

2 lhesUV dkaØhV uhao ;k QeZ esa 40 fe- eh- ukeh; eki dh iRFkjfxÍh @ bZV dh fxÍh lhesUV&jsr elkyk] 1 lhesUV % 5 jsr % 10fxÍh vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA

Name of Work :SAFTYWALL AND PITCHING


15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfÙkZ ds lkFkA

4

3 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

Assumptions: C. I. =5 MTS No. of trenches per ha = 500 Nos

Size of trenches = 2x0.60x0.37m = 0.44 Cum


S.No. Item Quantity Unit Rate Amount1 Lay out of trenches

2*500*2*2 4000.00 Mtr 0.17 680.002 Dag belling 2.5 to 5 cm deep

2*500*2 2000.00 Mtr 0.25 500.003 Excavation in dry or moist including

disposal of excavated material within initiallead of 50mtr and lift 1.5 mtrincludingdressing etc complete in hard Soil 220.00 Cum 82.00 18040.00

4 Labour charges of sowing of Dhaman /Stylo-Hameta / Karad grass seed on contourfurrow in three rows 3000.00 Rmt 0.59 1770.00

5 Cost of Dhaman / Stylo-Hameta / Karadgrass seed @4kg/ha 4.00 Per Kg/Ha 50.00 200.00

21190.006 Contingency @ 3 % 635.70

TOTAL 21825.70

Say Rs. 22000 per Ha

4-30

ESTIMATE NO. 23


NAME OF WORK: CONSTRUCTION OF STAGGERED TRENCHES IN NON ARABLE LAND FOR HILLY AREAS

Sub Total


S.No. Item Part No. L W H/D Qty Unit Rate Amount

HW 1 5.00 0.84 0.24 1.01

HWE 2 0.30 0.84 0.24 0.12

1.13 Cum 82.00 92.57Foundation Same as Item no. 1 1.13

Super structure

HW 1 5.00 0.54 0.60 1.62

HWE 2 0.30 0.84 0.90 0.45

3.20 Cum 781.00 2501.20

3 Rehandling and carriage of stone by head load or animal transport including loading and unloading for lead up to 200m

Cum 47.00 203.58

4 Vegetation L.S. 115.00

2912.36Say

4-31

Rs.2900 /- only

2 Dry stone masonary for~

Sub total

4.33

Total


NAME OF WORK: CONSTRUCTION OF LOOSE STONE CHECK DAM

ESTIMATE NO. 24

1 Excavation in hard soil disposal ofexcavated material within initial leadof 30m and lift of 1.5mtr dressingetc. complete. Total E/W

Name of w/s :- IWMP IX

Name of work :- CONTRUCTION OF SAFTY WALL 1 Available crest length 9 M2 Hight of structure 0.80 M3 Top Width 0.6 M4 Bottom Width 1.25 M5 Depth of foundation taking as 1.10 M6 Length of Basin 1.00 M7 Head wall ext. 2+2 M


S.No. PARTICULAR No. L B H/D Qty Rate Amount1 Excavation in hard soil dry or

most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5mincluding dressing etc

H.W. 1.00 9.00 1.25 1.10 12.38H.W.EX. 2.00 2.00 0.90 1.10 3.96Apron 1.00 9.00 1.00 0.60 5.40

Total (cu.m) 21.74Total 21.74 82.00 1782.27

2 cement concrete well mixed in cement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB H.W. 1.00 9.00 1.25 0.30 3.38H.W.EX. 2.00 2.00 0.90 0.30 1.08Apron 1.00 9.00 1.00 0.30 2.70

Total 7.16 1743 12471.173 Random rubble stone

masonary in cement sandmortar(1:6) for foundation

H.W. 1.00 9.00 1.25 0.80 9.00H.W.EX. 2.00 2.00 0.60 0.80 1.92Apron 1.00 9.00 1.00 0.30 2.70


masonary in cement sandmortar(1:6) for super structure

H.W. 1.00 9.00 0.93 0.80 6.66H.W.EX. 2.00 2.00 0.60 1.30 3.12

Total 6.66 1534 10216.44

4-32

ESTIMATE NO. 25

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "B"

P.S . BASSI DISTT. JAIPUR ( RAJ.)


5 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thickH.W. 1.00 9.00 0.80 7.20

1.00 9.00 1.10 9.90H.W.EX. 2.00 0.60 0.50 0.60Apron 1.00 9.00 1.00 9.00

Total 26.70 138 3684.606 Cement concrete coping in

cement mortar1:1:5 :3 100mm thickH.W. 1.00 9.00 0.60 0.075 0.41H.W.EX. 2.00 2.00 0.60 0.075 0.18Apron 1.00 9.00 1.25 0.075 0.84

Total 1.43 3467 4953.48TOTAL 52570.93MATERIAL 41482.64LABOUR 11088.30

TOTAL 52570.93Add 3% Contingency Charges 1577.13

TOTAL Rs. 54148.06Say 54000.00

.0.6 2.00 9

1.00 0.3 9G.L G.L

1.10 0.3

0.31.3

4-33

1.00

X-Section

0.50

0.6



Name of work :- CONTRUCTION OF WALL AT M- L-21 Available crest length 8 M2 Hight of structure 0.60 M3 Top Width 0.6 M4 Bottom Width 1.10 M5 Depth of foundation taking as 0.90 M6 Length of Basin 1.00 M7 Head wall ext. 2+2 M



most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5mincluding dressing etccomplete 100%of

H.W. 1.00 8.00 1.10 0.90 7.92H.W.EX. 2.00 2.00 0.90 0.90 3.24Apron 1.00 8.00 1.00 0.60 4.80

Total (cu.m) 15.96Total 15.96 82.00 1308.72

2 cement concrete well mixed in cement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. H.W. 1.00 8.00 1.10 0.30 2.64H.W.EX. 2.00 2.00 0.90 0.30 1.08Apron 1.00 8.00 1.00 0.30 2.40



H.W. 1.00 8.00 1.10 0.60 5.28H.W.EX. 2.00 2.00 0.60 0.60 1.44Apron 1.00 8.00 1.00 0.30 2.40



H.W. 1.00 8.00 0.85 0.60 4.08H.W.EX. 2.00 2.00 0.60 1.10 2.64

Total 4.08 1534 6258.72

4-34

ESTIMATE NO. 26

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "A"




1.00 8.00 0.90 7.20H.W.EX. 2.00 0.60 0.50 0.60Apron 1.00 8.00 1.00 8.00



Total 1.20 3467 4160.40TOTAL 38270.28METARIAL 30420.12LABOUR 7850.16


TOTAL Rs. 39418.39Say 39500.00

.0.6 2.00 8

1.00 0.3 8G.L G.L

0.90 0.3

0.31.1

4-35

1.00

X-Section


0.6

0.50






H.W. 1.00 14.00 1.35 1.20 22.68H.W.EX. 2.00 2.00 0.90 1.20 4.32Apron 1.00 14.00 1.00 0.60 8.40

Total (cu.m) 35.40Total 35.40 82.00 2902.80

2 cement concrete well mixed in cement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB H.W.

1.00 14.00 1.35 0.30 5.67

H.W.EX. 2.00 2.00 0.90 0.30 1.08Apron 1.00 14.00 1.00 0.30 4.20



H.W. 1.00 14.00 1.35 0.90 17.01H.W.EX. 2.00 2.00 0.60 0.90 2.16Apron 1.00 14.00 1.00 0.30 4.20



H.W. 1.00 14.00 0.98 0.90 12.29H.W.EX. 2.00 2.00 0.60 1.40 3.36

Total 12.29 1534 18845.19


ESTIMATE NO. 27

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "C"

4-365 Cement plaster including

smooth finishing in cementmortar (1:4)25mm thickH.W. 1.00 14.00 0.90 12.60

1.00 14.00 1.20 16.80H.W.EX. 2.00 0.60 0.50 0.60Apron 1.00 14.00 1.00 14.00





TOTAL Rs. 90665.04Say 91000.00

.0.6 2.00 14

1.00 0.3 14G.L G.L

1.20 0.3

0.31.4

4-37

0.6

1.00

X-Section

0.50








H.W. 1.00 17.00 1.40 1.30 30.94H.W.EX. 2.00 2.00 0.90 1.30 4.68Apron 1.00 17.00 1.00 0.60 10.20

Total (cu.m) 45.82Total 45.82 82.00 3757.24


1.00 17.00 1.40 0.30 7.14

H.W.EX. 2.00 2.00 0.90 0.30 1.08Apron 1.00 17.00 1.00 0.30 5.10



H.W. 1.00 17.00 1.40 1.00 23.80H.W.EX. 2.00 2.00 0.60 1.00 2.40Apron 1.00 17.00 1.00 0.30 5.10



H.W. 1.00 17.00 1.00 1.00 17.00H.W.EX. 2.00 2.00 0.60 1.50 3.60

Total 17.00 1534 26078.00

4-38



ESTIMATE NO. 28

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "D"


1.00 17.00 1.30 22.10H.W.EX. 2.00 0.60 0.50 0.60Apron 1.00 17.00 1.00 17.00





TOTAL Rs. 118521.29Say 119000.00

.0.6 2.00 17

1.00 0.3 17G.L G.L

1.30 0.3

0.31.4


0.50

0.6

1.00

X-Section






H.W. 1.00 22.00 1.70 1.60 59.84H.W.EX. 2.00 2.00 0.90 1.60 5.76Apron 1.00 22.00 1.00 0.60 13.20

Total (cu.m) 78.80Total 78.80 82.00 6461.60


1.00 22.00 1.70 0.30 11.22

H.W.EX. 2.00 2.00 0.90 0.30 1.08Apron 1.00 22.00 1.00 0.30 6.60



H.W. 1.00 22.00 1.70 1.30 48.62H.W.EX. 2.00 2.00 0.60 1.30 3.12Apron 1.00 22.00 1.00 0.30 6.60



H.W. 1.00 22.00 1.15 1.30 32.89H.W.EX. 2.00 2.00 0.60 1.80 4.32

Total 32.89 1534 50453.26

ESTIMATE NO. 29

NAME OF WORK: CONSTRUCTION OF SAFTY WALL "E"


4-405 Cement plaster including

smooth finishing in cementmortar (1:4)25mm thickH.W. 1.00 22.00 1.30 28.60

1.00 22.00 1.60 35.20H.W.EX. 2.00 0.60 0.50 0.60Apron 1.00 22.00 1.00 22.00





TOTAL Rs. 204897.84Say 205000.00

.0.6 2.00 22

1.00 0.3 22G.L G.L

1.60 0.3

0.31.7


0.6

1.00

X-Section

0.50


1 Name of W/S IWMP IX

2 Name of work :- CONTRUCTION OF WATER HARVESTING STR. Design

1 Available crest length 6.00 M2 Total catchment area 100.00 Ha3 Hight of structure 1.30 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=Q = C I A C= 0.40

36 Catchment Area 100.00Q = 4.89 cumsec K = L3

H L= 3800.00

Say 4.9 cumsec H= 40.00K 37037.82

Tc=0.0195K0.77 64.25

I = 4.40B HYDROLIC DESIGN

Q = 1.71L(h)3/2 L = 6.00 mt length available at siteh =[Q/1.71L]2/3

h = 0.61 Say = 0.60 Taking free board as 0.3 MTotal d = 0.90

C. STRUCTURAL DESIGN (I) Top width of Head wall

h /(p-1)0.5 0.53 0.53 say = 0.60 M(as per site condition where h = 0.60 m p = 2.30 0.60 Mp Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wallb = h+H /(p-1)0.5 1.67 Say = 1.70 MH =heigth of head wall in meters = 1.3 m 1.30 M

(iii) Length of head wall extension H +d + 1 3.20 3.20 Md = h+free board = 0.90 0.90 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M

(iv) Heigth of Head wall extensionH + d = 2.20 M

(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.95 1.10 M

(vi) Top width of HW ext0.4H= 0.52 0.60 M

4-42

ESTIMATE NO. 30

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "A"

P.S.BASSI, DISTT. JAIPUR


(vii) Length of BasinL.B =0.75(H+d)+H 2.95 2.95 M

(viii)Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall

H+d = 2.20 2.20 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 = 0.60 m b Bottm width of anicut = 1.70 m w1 + wself 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 = 1.30 m L considening one metre = 1 S 2.3 C 0.6

Forces acting on a over flow gravity damForces and momrnt calculation'sconsidening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning momentas negative (-ve)moment taken at B

S. No. Forces v- vertical forces

H- horizontal forces

Force acting at a distance

from B + ve -ve

1 w1 = a x H xLxS1.79 1.79 2.20 3.95

2 w2 = 1/2x(b-a)xHxLxS1.64 1.64 1.13 1.86

3 p1 =wh x H0.78 0.78 0.90 0.70

4 p2 =wH2/2 x H0.85 0.85 0.60 0.51

5 p3 =cxwbx(H+h)/20.80 0.80 1.80 1.43

TOTAL 2.64 1.63 5.81 2.64 Em=mr-mo 3.16

4-43

moment at B 2x5


CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment

2.20it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 1.63it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.20e = b/2 - X -0.35Ev/b (1+6e/b) 0.33Ev/b (1-6e/b) 2.78P max = 0.33P min = 2.78


S.No Particular Qty. Rate Labour Rate

Unit Amount

1 Excavation in soil dry ormost&disposal of excavatedmaterial within intial lead of 30 mand liftof 1.5m including dressingetc complete 7.62 71.00 71 cum 540.74

2 Excavation in ordinary murram orearth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 22.85 82.00 82 cum 1873.54

3 Excavation in disintegrated rock andor soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal ofexeavated matarual with intial leadof 30m and lift of 1.5m 45.70 130.00 130 cum 5940.48

4 cement concrete well mixed incement mortar(1:4:8) laid inposition complete including curingAggregate size upto 50mm. HB 12.62 1743.00 248 cum 21987.95

5 Random rubble stone masonary incement sand mortar(1:6) forfoundation 56.47 1429.00 388 cum 80688.49

6 Random rubble stone masonary incement sand mortar(1:6) forsuperstructure 42.34 1534.00 493 cum 64951.09


ABSTRACT OF COST

7 Cement plaster including smoothfinishing in cement mortar(1:4)25mm thick 42.82 138.00 62 sqm 5909.16

8 Cement concrete coping in cementmortar1:2:4.100mm thick 3.11 3467.00 583 cum 10770.24

9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding)charges of waterring andcompaction

Hard soil 50% 112.50 61.00 85 cum 6862.50

Ordinary murram 50% 112.50 96.00 130 cum 10800.0010 Rehandling of cement beyond 100

m initial lead lead up to 200 11.67 44.00 44 mt. 513.46TOTAL 210837.63

METARIAL 127404.94LABOUR 83432.70


TOTAL Rs. 217162.76Say 2.17

S.No.PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation

H.W. 1.00 6.00 1.70 2.00 20.40H.W.E. 2.00 3.00 1.10 2.00 13.20S.W. 2.00 4.00 1.10 2.00 17.60wing wall 2.00 1.50 1.10 2.00 6.60Toe wall 1.00 6.00 0.45 0.90 2.43Apron 1.00 6.00 2.95 0.90 15.93

Total (cu.m) 76.162 Excavation in hard soil dry or

most&disposal of excavatedmaterial within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of

Total 7.623 Excavation in ordinary murram or

earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation

Total 22.85


DETAILED ESTIMATE

4 Excavation in disintegrated rock andor soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal ofexeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation

Total 45.705 cement concrete well mixed in

cement mortar(1:4:8) laid inposition complete including curingAggregate size upto 50mm. HBTotal Excavation H.W. 1.00 6.00 1.70 0.30 3.06H.W.E. 2.00 3.00 1.10 0.30 1.98S.W. 2.00 4.00 1.10 0.30 2.64Wing Wall 2.00 1.50 1.10 0.30 0.99Toe Wall 1.00 6.00 0.45 0.15 0.41Apron 1.00 6.00 2.95 0.20 3.54

Total 12.626 Random rubble stone masonary in

cement sand mortar(1:6) forfoundation H.W. 1.00 6.00 1.70 1.70 17.34H.W.E. 2.00 3.00 1.10 1.70 11.22S.W. 2.00 4.00 1.10 1.70 14.96Wing Wall 2.00 1.50 1.10 1.70 5.61Toe Wall 1.00 6.00 0.45 0.75 2.03Apron 1.00 6.00 2.95 0.30 5.31


cement sand mortar(1:6) forsuperstructureH.W. 1.00 6.00 1.15 1.30 8.97H.W.E 1.00 3.00 0.85 2.20 5.61S.W. 2.00 3.40 0.85 1.65 9.54

2.00 0.60 0.85 2.20 2.242.00 0.50 0.85 1.10 0.94

Wing Wall 4.00 1.50 0.85 2.95 15.05Total 42.34

8 Cement plaster including smoothfinishing in cement mortar(1:3)25mm thickH.W. 1.00 6.00 1.30 7.80

1.00 6.00 1.60 9.601.00 6.00 0.30 1.80

S.W. 2.00 0.60 0.90 1.082.00 1.10 1.55 1.082.00 3.40 1.65 11.222.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.302.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 6.00 0.30 1.80

Total 42.82


9 Cement concrete coping in cementmortar1:2:4.75 mm thickH.W. 1.00 6.00 0.60 0.08 0.27S.W. 2.00 5.10 0.60 0.08 0.46Wing Wall 4.00 1.50 0.60 0.08 0.27H.W.E. 1.00 3.00 0.60 0.08 0.14Toe.Wall 1.00 6.00 0.45 0.08 0.20Apron 1.00 6.00 2.95 0.10 1.77

Total 3.1110 E/W for bind / embankment in dry

or mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding charges of waterring andcompaction) Hard soil 225 Total 225


0.60 P30.60

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

1.70

0.60 0.60

1.50

0.60

1.30 1.10G.L G.L

0.10

0.30 0.902.00

0.200.3 2.95

1.70


X-Section

2

0.60

0.602.20

1.10G.L G.L

2.00 2.00

0.3 0.31.10

S.W.& H.Ex- X- Sec.


1.10W.W. X- Sec.



1 Available crest length 10.00 M2 Total catchment area 150.00 Ha3 Hight of structure 1.50 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN



H L= 3800.00

Say 8 cumsec H= 40.00K 37037.82

Tc=0.0195K0 64.25

I = 4.40B HYDROLIC DESIGN



C. STRUCTURAL DESIGN (I) Top width of Head wall







(vii) Length of Basin

4-50

ESTIMATE NO. 31

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "B"



L.B =0.75(H+d)+H 3.30 2.95 M (viii)Thickness of Basin =0.60m(incloding concreting) (ix)Height of side wall

H+d = 2.40 2.40 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 (xviiiBottem 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 + wself 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 = 1.50 m L considening one metre = 1 S 2.3 C 0.6



H- horizontal

forces


from B + ve -ve

1 w1 = a x H xLxS2.76 2.76 2.20 6.07

2 w2 = 1/2x(b-a)xHxLxS1.55 1.55 1.13 1.75

3 p1 =wh x H0.90 0.90 0.90 0.81

4 p2 =wH2/2 x H1.13 1.13 0.60 0.68

5 p3 =cxwbx(H+h)/20.92 0.92 1.80 1.65

TOTAL 3.39 2.03 7.83 3.14 Em=mr-mo 4.69


moment at B 2x5


2.49it is more than 1.50 hance structure is safe against overturning SLIDINGFactor of safety against slindingEv/Eh = 1.68it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.38e = b/2 - X -0.53Ev/b (1+6e/b) 0.12Ev/b (1-6e/b) 3.87P max = 0.12P min = 3.87

S.No Particular Qty. Rate Labour Rate Unit Amount1 Excavation in soil dry or

most&disposal of excavatedmaterial within intial lead of 30 mand liftof 1.5m including dressingetc complete 10.20 71.00 71 cum 724.20

2 Excavation in ordinary murram orearth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30.60 82.00 82 cum 2509.20

3 Excavation in disintegrated rock andor soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal ofexeavated matarual with intial leadof 30m and lift of 1.5m 61.20 130.00 130 cum 7956.00

4 cement concrete well mixed incement mortar(1:4:8) laid inposition complete including curingAggregate size upto 50mm. HB 17.29 1743.00 248 cum 30127.76

5 Random rubble stone masonary incement sand mortar(1:6) forfoundation 72.92 1429.00 388 cum 104195.54

6 Random rubble stone masonary incement sand mortar(1:6) forsuperstructure 53.50 1534.00 493 cum 82065.93

7 Cement plaster including smoothfinishing in cement mortar(1:4)25mm thick 62.22 138.00 62 sqm 8586.36


ABSTRACT OF COST

8 Cement concrete coping in cementmortar1:2:4.100mm thick 4.75 3467.00 583 cum 16473.45

9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding)charges of waterring andcompaction

Hard soil 50% 112.50 85.00 85 cum 9562.50

Ordinary murram 50% 112.50 130.00 130 cum 14625.0010 Rehandling of cement beyond 100

m initial lead lead up to 200 15.41 44.00 44 mt. 678.20TOTAL 277504.13

METARIAL 175869.05LABOUR 101635.08


TOTAL Rs. 285829.26Say 2.86

S.No PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation



most&disposal of excavatedmaterial within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of


earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation

Total 30.60


4 Excavation in disintegrated rock andor soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal ofexeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation

Total 61.205 cement concrete well mixed in

cement mortar(1:4:8) laid inposition complete including curingAggregate size upto 50mm. HBTotal Excavation H.W. 1.00 10.00 1.70 0.30 5.10H.W.E. 2.00 3.00 1.10 0.30 1.98S.W. 2.00 4.00 1.10 0.30 2.64Wing Wall 2.00 1.50 1.10 0.30 0.99Toe Wall 1.00 10.00 0.45 0.15 0.68Apron 1.00 10.00 2.95 0.20 5.90


cement sand mortar(1:6) forfoundation H.W. 1.00 10.00 1.70 1.70 28.90H.W.E. 2.00 3.00 1.10 1.70 11.22S.W. 2.00 4.00 1.10 1.70 14.96Wing Wall 2.00 1.50 1.10 1.70 5.61Toe Wall 1.00 10.00 0.45 0.75 3.38Apron 1.00 10.00 2.95 0.30 8.85



2.00 0.60 0.85 2.40 2.452.00 0.50 0.85 1.20 1.02

Wing Wall 4.00 1.50 0.85 2.95 15.05Total 53.50

8 Cement plaster including smoothfinishing in cement mortar(1:3)25mm thickH.W. 1.00 10.00 1.50 15.00

1.00 10.00 1.80 18.001.00 10.00 0.30 3.00

S.W. 2.00 0.80 0.90 1.442.00 0.90 1.65 1.442.00 3.40 1.75 11.902.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.302.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 10.00 0.30 3.00

Total 62.22



Total 4.7510 E/W for bind / embankment in dry

or mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding charges of waterring andcompaction) Hard soil 225 Total 225


0.60 P30.80

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

0.80 0.60

1.70

1.50

0.80

1.50 1.10G.L G.L

0.10

0.30 0.902.00

0.200.3 2.95

1.70

4-56

X-Section


2

0.60

0.602.40

1.10G.L G.L

2.00 2.00

0.3 0.31.10

S.W.& H.Ex- X- Sec.


1.10W.W. X- Sec.



1 Available crest length 20.00 M2 Total catchment area 200.00 Ha3 Hight of structure 1.80 MA Design discharge (By flood discharge method) A HYDRAULIC DESIGN



H L= 3800.00

Say 9.8 cumsec H= 40.00K 37037.82

Tc=0.0195K0 64.25

I = 4.40B HYDRAULIC DESIGN



UCTURAL DESIGN (I) Top width of Head wall







(vii) Length of BasinL.B =0.75(H+d)+H 3.83 2.95 M

4-58

ESTIMATE NO. 32

NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C"



(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall

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



H- horizontal

forces


from B + ve -ve

1 w1 = a x H xLxS3.31 3.31 2.20 7.29

2 w2 = 1/2x(b-a)xHxLxS1.86 1.86 1.13 2.11

3 p1 =wh x H1.08 1.08 0.90 0.97

4 p2 =wH2/2 x H1.62 1.62 0.60 0.97

5 p3 =cxwbx(H+h)/21.10 1.10 1.80 1.98

TOTAL 4.07 2.70 9.39 3.93 Em=mr-mo 5.46

4-59

moment at B 2x5



2.39it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 1.51it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.34e = b/2 - X -0.49Ev/b (1+6e/b) 0.66Ev/b (1-6e/b) 4.13P max = 0.66P min = 4.13

S.No Particular Qty. Rate Labour Rate Unit Amount1 Excavation in soil dry or

most&disposal of excavated materialwithin intial lead of 30 m and liftof1.5m including dressing etc complete

16.66 71.00 71 cum 1182.86

2 Excavation in ordinary murram orearth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial lead of30 m and liftof 1.5m includingdressing etc complete

49.98 82.00 82 cum 4098.36

3 Excavation in disintegrated rock and orsoft rock or hard bankar or compactedmurrum dry or moist includingdressing&disposal of exeavatedmatarual with intial lead of 30m andlift of 1.5m

99.96 130.00 130 cum 12994.80

4 cement concrete well mixed in cementmortar(1:4:8) laid in position completeincluding curing Aggregate size upto50mm. HB

28.96 1743.00 248 cum 50477.28

5 Random rubble stone masonary incement sand mortar(1:6) forfoundation

114.04 1429.00 388 cum 162963.16

6 Random rubble stone masonary incement sand mortar(1:6) forsuperstructure

81.81 1534.00 493 cum 125501.91


ABSTRACT OF COST

7 Cement plaster including smoothfinishing in cement mortar (1:4)25mmthick

114.24 138.00 62 sqm 15765.12

8 Cement concrete coping in cementmortar1:2:4.100mm thick

8.64 3467.00 583 cum 29951.41

9 E/W for bind / embankment in dry ormosit soil including laying on layers1.5cm Breaking of clods sort ing ofgrass pabbles ete and dressing inrequred profile when compactedmanually or by plain roller with initiallead of 30mt and lift 1.5 mt(exeluding)charges of waterring andcompaction

Hard soil 50% 112.50 85.00 85 cum 9562.50

Ordinary murram 50% 112.50 96.00 96 cum 10800.0010 Rehandling of cement beyond 100 m

initial lead lead up to 20024.76 44.00 44 mt. 1089.28

TOTAL 424386.68METARIAL 280775.81LABOUR 143610.87


TOTAL Rs. 437118.28Say 4.37

S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation



most&disposal of excavated materialwithin intial lead of 30 m and liftof1.5m including dressing etc complete10%of TotalExcavation


earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial lead of30 m and liftof 1.5m includingdressing etc complete 30% of Total


DETAILED ESTIMATE

Total 49.984 Excavation in disintegrated rock and or

soft rock or hard bankar or compactedmurrum dry or moist includingdressing&disposal of exeavatedmatarual with intial lead of 30m andlift of 1.5m 60% of Total Excavation

Total 99.965 cement concrete well mixed in cement

mortar(1:4:8) laid in position completeincluding curing Aggregate size upto50mm. HB Total Excavation H.W.

1.00 20.00 1.70 0.30 10.20

H.W.E. 2.00 3.00 1.10 0.30 1.98S.W. 2.00 4.00 1.10 0.30 2.64Wing Wall 2.00 1.50 1.10 0.30 0.99Toe Wall 1.00 20.00 0.45 0.15 1.35Apron 1.00 20.00 2.95 0.20 11.80


cement sand mortar(1:6) forfoundation

H.W. 1.00 20.00 1.70 1.70 57.80H.W.E. 2.00 3.00 1.10 1.70 11.22S.W. 2.00 4.00 1.10 1.70 14.96Wing Wall 2.00 1.50 1.10 1.70 5.61Toe Wall 1.00 20.00 0.45 0.75 6.75Apron 1.00 20.00 2.95 0.30 17.70



2.00 0.60 0.85 2.70 2.752.00 0.50 0.85 1.35 1.15

Wing Wall 4.00 1.50 0.85 2.95 15.05Total 81.81

8 Cement plaster including smoothfinishing in cement mortar (1:3)25mmthickH.W. 1.00 20.00 1.80 36.00

1.00 20.00 2.10 42.001.00 20.00 0.30 6.00

S.W. 2.00 0.80 0.90 1.442.00 0.90 1.80 1.442.00 3.40 1.90 12.922.00 2.95 0.30 1.77

Wing Wall 2.00 1.50 1.10 3.302.00 0.85 1.10 1.87

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 20.00 0.30 6.00

Total 114.24



Total 8.6410 E/W for bind / embankment in dry or

mosit soil including laying on layers1.5cm Breaking of clods sort ing ofgrass pabbles ete and dressing inrequred profile when compactedmanually or by plain roller with initiallead of 30mt and lift 1.5 mt (exeludingcharges of waterring and compaction)Hard soil

225

Total 225


0.60 P30.80

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

0.80 0.60

1.70

1.50

0.80

1.80 1.10G.L G.L

0.10

0.30 0.902.00

0.200.3 2.95

1.70

4-64

X-Section


2

0.60

0.602.70

1.10G.L G.L

2.00 2.00

0.3 0.31.10

S.W.& H.Ex- X- Sec.


1.10W.W. X- Sec.

1 Excavation of earth work in hard soilfor digging of pits, 0.75 x 0.75 x 0.90 =0.5062 cum

0.51 68.00 cum 34.43

2a Through chemicals 1.00 0.41 Per plant 0.41

b Through mannure 1.00 0.20 Per plant 0.20

3 Planting of plant with rehandling upto100m, refilling of soil & compactionetc

1.00 5.50 Per plant 5.50

4 Cost of Plant including transportation 1.00 23.00 Per plant 23.004 Making of thanwala,of 50 cm radious 1.00 1.30 Per plant 1.305 Watering of plant,15 lit per plant five

times in the year5.00 1.35 Per plant 6.75

6 Weeding & hoeing three times in theyear

3.00 0.90 Per plant 2.70

7 Cost of Mannure includingtransportation

1.00 5.00 Per Kg 5.00

79.292.38

81.6682.00

S.No Details of work Qty Rate Unit Amount1 Plant spacing c/c 8mx8m 156 82 No 12792.002 20% Plant Gap filling in second year 31.2 82 No 2558.403 Protection Work of plant 156 5 Ha 780.004 Protection Work 20% in second year 31.2 5 Ha 156.00

16286.40

Say Rs 16300

4-66

Cost per Ha of Aawla Plant

ESTIMATE NO. 33

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (ANWLA)

S.N Details of work Qty Rate Unit Amount

Treatment of pits

Total Amount


TotalContingency 3%

Grand totalCost Per plant

S.N Details of work Qty Rate Unit Amount1 Excavation of earth work in hard soil for

digging of pits, 0.75 x 0.75 x 0.90 =0.5062cum

0.51 68.00 cum 34.43

2 Treatment of pits

a Through chemicals 1.00 0.41 Per plant 0.41


3 Planting of plant with rehandling upto100m,refilling of soil & compaction etc

1.00 5.50 Per plant 5.50

4 Cost of Plant including transportation 1.00 20.00 Per plant 20.004 Making of thanwala of 50 cm radius 1.00 1.30 Per plant 1.305 Watering of plant,15 lit per plant five times

in the year5.00 1.35 Per plant 6.75

6 Weeding & hoeing three times in the year 3.00 0.90 Per plant 2.707 Cost of Mannure including transportation 1.00 5.00 Per Kg 5.00

76.292.29

78.57Per plant 79.00

S.No Details of work Qty Rate Unit Amount

1 Plant spacing c/c 8mx8m 156 79 No 12324.00

2 20% Plant Gap filling in second year 31.2 79 No 2464.80

3 Protection Work of plant 156 5 Ha 780.00

4 Protection Work 20% in second year 31.2 5 Ha 156.00

15724.80

Say Rs 15800


Total Amount

Cost per Ha of Orange Plant

ESTIMATE NO. 34

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (ORANGE)

TotalContengency 3%

Grand total

S.N Details of work Qty Rate Unit Amount1 Excavation of earth work in hard soil

for digging of pits, 0.45 x0.45 x0.45 =0.091cum

0.09 68.00 cum 6.20

2a Through chemicals 1 0.41 Per plant 0.41b Through mannure 1 0.20 Per plant 0.20

3 Planting of plant with rehandling upto100m,refilling of soil & compactionetc

1 5.50 Per plant 5.50

4 Cost of Plant including transportation 1 9.00 Per plant 9.004 Making of thanwala,of 50 cm radious 1 1.30 Per plant 1.305 Watering of plant,15 lit per plant five

times in the year5 1.35 Per plant 6.75


3 0.90 Per plant 2.70


1 5.00 Per Kg 5.00

37.061.11

38.17Cost Per plant 39.00

2500 Plant per HaS.No Details of work Qty Rate Unit Amount

1 Plant spacing c/c 2mx2m 2500 39 No 97500.002 20% Plant Gap filling in second year 500 39 No 19500.003 Protection Work of plant 2500 5 Ha 12500.004 Protection Work 20% in second year 500 5 Ha 2500.00

132000.00

Say Rs 132000

4-68

ESTIMATE NO. 35

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (PAPAYA)


Total Amount

Treatment of pits

Cost per Ha of Papaya Plant

TotalContengency 3%

Grand total

S.N Details of work Qty Rate Unit Amount1 Excavation of earth work in hard soil

for digging of pits, 0.75 x0.75 x0.90= 0.5062cum

0.51 68.00 cum 34.43

2



3 Planting of plant with rehandlingupto 100m,refilling of soil &compaction etc

1.00 5.50 Per plant 5.50

4 Cost of Plant including transportation 1.00 20.00 Per plant 20.004 Making of thanwala,of 50 cm radious 1.00 1.30 Per plant 1.30

5 Watering of plant,15 lit per plant fivetimes in the year

5.00 1.35 Per plant 6.75


3.00 0.90 Per plant 2.70


1.00 5.00 Per Kg 5.00

76.29

2.29

78.57

Per plant 79.00


1 Plant spacing c/c 6mx6m 277 79.00 No 21883.00

2 20% Plant Gap filling in second year 55.4 79.00 No 4376.60


4 Protection Work 20% in second year 55.4 5 Ha 277.00

Total Amount 27921.60

Say Rs 28000


Treatment of pits

Cost per Ha of Guava Plant

ESTIMATE NO. 36

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (GUAVA)

Total

Contengency 3%

Grand total


digging of pits, 0.75 x0.75 x0.90 = 0.5062cum0.51 68.00 cum 34.43

2




1.00 5.50 Per plant 5.50

4 Cost of Plant including transportation 1.00 20.00 Per plant 20.004 Making of thanwala,of 50 cm radious 1.00 1.30 Per plant 1.305 Watering of plant,15 lit per plant five times in

the year5.00 1.35 Per plant 6.75


76.292.29



1 Plant spacing c/c 6mx6m 277 79.00 No 21883.002 20% Plant Gap filling in second year 55.4 79.00 No 4376.603 Protection Work of plant 277 5 Ha 1385.004 Protection Work 20% in second year 55.4 5 Ha 277.00

Total Amount 27921.60

Say Rs 28000


Cost per Ha of Ber Plant

ESTIMATE NO. 37

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (BER)

TotalContengency 3%

Grand total

Treatment of pits


digging of pits, 0.75 x0.75 x0.90 =0.5062cum

0.51 68.00 cum 34.43

2




1.00 5.50 Per plant 5.50

4 Cost of Plant including transportation 1.00 8.00 Per plant 8.004 Making of thanwala,of 50 cm radious 1.00 1.30 Per plant 1.305 Watering of plant,15 lit per plant five

times in the year5.00 1.35 Per plant 6.75


64.291.93


277 Plant per Ha


1 Plant spacing c/c 6mx6m 277 67.00 No 18559

2 20% Plant Gap filling in second year 55.4 67.00 No 3711.8

3 Protection Work of plant 277 5 Ha 1385

4 Protection Work 20% in second year 55.4 5 Ha 277

23932.8

Say Rs 24000

4-71

ESTIMATE NO. 38

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (KARONDA)

Treatment of pits


TotalContengency 3%

Grand total

Total Amount

Cost per Ha of Karonda Plant

S.N Details of work Qty Rate Unit Amount1 Excavation of earth work in hard

soil for digging of pits, 0.75 x0.75x0.90 = 0.5062cum

0.51 68.00 cum 34.43

2



3 Planting of plant with rehandlingupto 100m,refilling of soil &compaction etc

1.00 5.50 Per plant 5.50

4 Cost of Plant includingtransportation

1.00 20.00 Per plant 20.00

4 Making of thanwala,of 50 cmradious

1.00 1.30 Per plant 1.30

5 Watering of plant,15 lit per plantfive times in the year

5.00 1.35 Per plant 6.75

6 Weeding & hoeing three times inthe year

3.00 0.90 Per plant 2.70


1.00 5.00 Per Kg 5.00

76.292.29


277 Plant per Ha


1 Plant spacing c/c 6mx6m 277 79.00 No 21883.00

2 20% Plant Gap filling in second ye 55.4 79.00 No 4376.60


4 Protection Work 20% in second ye 55.4 5 Ha 277.00

27921.60

Say Rs 28000


Treatment of pits

Total Amount

Cost per Ha of Neebu Plant

Grand total

ESTIMATE NO. 39

NAME OF WORK: MODEL ESTIMATE OF HORTICULTURE PLANTATION (LEMON)

TotalContengency 3%

11-1

Map 1: Bassi Panchayat Samiti Index Map

IWMP-IX, BLOCK-BASSI, JAIPUR

11-2

Map 2: Map showing the Drainage and Surface Water Bodies


11-3

Map 3: Land Use and Land Cover Map


11-4

Map 4: Map Showing the Slope Groups


11-5

Map 5: Contour Layer Superimposed on Khasara Map


11-6

Map 6: Base Map of IWMP –IX, Block Bassi, Jaipur


As per Action Plan 2012-13

Ø-la- xzke iapk;r dk uke

xzke dk;Z dk uke vuqekfur Je jkf’k

vuqekfur lkexzh jkf’k

dqy jkf’k

>j 1 gksMykbZ cka/k dh [kqnkbZ dk;Z 8.10 3.30 11.40[kksjh 2 rykbZ [kqnkbZ dk;Z flaxkMk okyh [kksjh xkao 2.10 3.80 5.90[kksjh 3 ,fudV [kqnkbZ ,oa fuekZ.k dk;Z [kksjh xkao igkM ds uhps 2.10 3.88 5.98>j 4 ,fudV fuekZ.k ,oa [kqnkbZ dk;Z 'ke’kku ?kkV ds ikl] >j 2.80 2.60 5.40>j 5 esMcUnh dk;Z & xksihyky ehuk@usguw 0.70 0.30 1.00IkVu 6 rykbZ [kqnkbZ ikVu f}rh; Qst 9.40 4.53 13.93ikVu 7 ykEck rykbZ [kqnkbZ dk;Z f}rh; Qst 4.00 4.31 8.31jkethiqjk 8 jkethiqjk rykbZ [kqnkbZ f}rh; Qst 5.37 3.37 8.74

esMcUnh dk;Z &ikVu 9 jkeukjk;.k@ukFkwjke cSjok 0.30 0.20 0.50ikVu 10 bZ’oj@jkepUnk 0.30 0.20 0.50ikVu 11 ?kklhjke cSjok@ jkelgk; cSjok 0.30 0.20 0.50ikVu 12 Nktwjke@ikapwjke cSjok 0.30 0.20 0.50ikVu 13 NksVwjke@ukFkwjke cSjok 0.30 0.20 0.50ikVu 14 jktw cSjok@fd’ku yky cSjok 0.30 0.20 0.50ikVu 15 lhrkjke@dUgS;kyky cSjok 0.30 0.20 0.50jkethiqjk 16 jkeyky cVsok@jkelq[k cVsok 0.30 0.20 0.50jkeiqjk mQZ p.Mkfy;k 17 jkeQwy@dkukjke cSjok 0.30 0.20 0.50ikVu 18 izHkkrh nsoh@cksnwjke eh.kk 0.30 0.20 0.50jkethiqjk 19 pkjkxkg Hkwfe esa [kkbZ Qsflx ,oa o{̀kkjksi.k] pkjkxkg fodkl dk;Z 1.50 0.34 1.84Jhuxj 20 o{̀kkjksi.k la/kkj.k dk;ZJhuxj 21 o{̀kkjksi.k la/kkj.k dk;Z 09 0.80 0.00 0.80

m?kkfudh dk;Z &ikVu 22 dtksMey cSjok@ dY;k.k cSjok 0.30 0.20 0.50jkeiqjk mQZ p.Mkfy;k 23 NksVwjke@pUnkyky 0.30 0.20 0.50mxkokl 24 guqeku lgk;@dkywjke eh.kk 0.30 0.20 0.50ikVu 25 t;izdk’k@xksfoUn ukjk;.k eh.kk 0.30 0.20 0.50ikVu 26 xksfoUn ukjk;.k@dY;k.k lgk; eh.kk 0.30 0.20 0.50Jhuxj 27 jkeQwy ehuk@gjpUnk ehuk 0.30 0.20 0.50Jhuxj 28 /kUukjke eh.kk@psrjke eh.kk 0.30 0.20 0.50ckal[kksg 29 o{̀kkjksi.k jksM lkbZV ubZukFk 0.50 0.50ckal[kksg 30 pkjkxkg Hkwfe esa isflax ,oa o{̀kkjksi.k dk;Z 3.17 0.40 3.57

ckxokuh&fueksjk 31 jes’k pUn cSjok@lq[kkjke cSjok 0.10 0.04 0.14ekfygkyk 32 NksVwjke@tks/kkjke 0.10 0.04 0.14ekfygkyk 33 ek/kksyky@tks/kkjke 0.10 0.04 0.14ekfygkyk 34 ehjk nsoh@eaxy pUn 0.10 0.04 0.14ekfygkyk 35 ckcwyky@pkSFkwjke 0.10 0.04 0.14ekfygkyk 36 xaxk/kj@eksguk 0.10 0.04 0.14ekfygkyk 37 jkedj.k@jkeQwy eh.kk 0.10 0.04 0.14ckal[kksg 38 jkedaokj@dY;k.k 0.10 0.04 0.14ekfygkyk 39 eUuh@dtksM 0.10 0.04 0.14ekfygkyk 40 lksuhjke@uSguwjke eh.kk 0.10 0.04 0.14ckal[kksg 41 txnh’k izlkn@dY;k.k 0.10 0.04 0.14

9-10

ckal[kksgC.

Annexure VI

Gram Panchayat/Village wise Convergence Through MGNREGA Scheme in Project Area

>j

ikVu

A

B





dqy jkf’k

ckal[kksg 42 xqYyh nsoh@xSankjke 0.10 0.04 0.14fueksjk 43 txnh’k cSjok@ xaxkjke cSjok 0.10 0.04 0.14fueksjk 44 QSyhjke cSjok@ukFkwjke cSjok 0.10 0.04 0.14ckal[kksg 45 ukuxk @cynso 0.10 0.04 0.14ckal[kksg 46 iIiw@ cynso 0.10 0.04 0.14fueksjk 47 lhrkjke@jkeyky cSjok 0.10 0.04 0.14fueksjk 48 y{ehukjk;.k cSjok@eksrhjke cSjok 0.10 0.04 0.14fueksjk 49 lqjs’k pUn cSjok@eksrhjke 0.10 0.04 0.14fueksjk 50 jkeyky cSjok@HkkSjhyky 0.10 0.04 0.14fueksjk 51 ?ku’;ke@jkeyky 0.10 0.04 0.14fueksjk 52 eksrhjke@HkkSajhyky cSjok 0.10 0.04 0.14fueksjk 53 gtkjh yky@eksrhjke 0.10 0.04 0.14fueksjk 54 izHkwn;ky@HkkSajhyky cSjok 0.10 0.04 0.14ckal[kksg 55 dkukjke@izHkkr cSjok 0.10 0.04 0.14ckal[kksg 56 txnh’k@ewypUn cSjok 0.10 0.04 0.14ekfygkyk 57 izHkwjke@tks/kkjke 0.10 0.04 0.14ekfygkyk 58 dkywjke@tks/kkjke 0.10 0.04 0.14fueksjk 59 jkevorkj ehuk@jkepUnz 0.10 0.04 0.14ckal[kks 60 jk/ks’;ke eh.kk@Jhjke eh.kk 0.10 0.04 0.14ckal[kks 61 Hkxoku lgk;@dY;k.k lgk; eh.kk 0.10 0.04 0.14ckal[kks 62 jkeyky eh.kk@jkelgk; eh.kk 0.10 0.04 0.14ckal[kks 63 jkeQwy@Nktwjke 0.10 0.04 0.14ckal[kks 64 Nhrj eh.kk@/kUukjke eh.kk 0.10 0.04 0.14ckal[kks 65 dY;k.k lgk;@ xksfoUn ukjk;.k eh.kk 0.10 0.04 0.14ckal[kks 66 jkeyky@HkkSajhyky 0.10 0.04 0.14ckal[kks 67 jkefd’ku@uankjke 0.10 0.04 0.14ckal[kks 68 QSyhjke@ykykjke 0.10 0.04 0.14ckal[kks 69 eksrhjke@txnh’k ehuk 0.10 0.04 0.14ckal[kks 70 eqds’k dqekj@txnh’k eh.kk 0.10 0.04 0.14ckal[kks 71 dY;k.k@jkelgk; eh.kk 0.10 0.04 0.14ckal[kks 72 dSyk’k@ukFkw yky eh.kk 0.10 0.04 0.14ekfygkyk 73 jkefd’ku ehuk@fcjnk 0.10 0.04 0.14ekfygkyk 74 pqUuhjke ehuk@Hkwjkjke 0.10 0.04 0.14

esMcUnh dk;Z &fueksjk 75 ukFkwjke cSjok@xaxkjke cSjok 0.10 0.04 0.14fueksjk 76 lq[kjke@gjpUnk 0.10 0.04 0.14ckal[kksg 81 HkkSekjke@lq[knso 0.10 0.04 0.14ekyhgkyk 82 jkeukjk;.k@HkkSajhyky eh.kk 0.10 0.04 0.14ekyhgkyk 83 Hkwyh@dSyk’k eh.kk 0.10 0.04 0.14ekyhgkyk 84 :de.kh@jkepUn eh.kk 0.10 0.04 0.14ckal[kksg 85 jkeLo:i@txnh’k eh.kk 0.10 0.04 0.14ckal[kksg 86 ykyh@vtqZuyky 0.10 0.04 0.14ekyhgkyk 87 f’kojke @Nktwjke 0.10 0.04 0.14ekyhgkyk 88 jkeLo:i eh.kk@X;kjlhyky eh.kk 0.10 0.04 0.14ekyhgkyk 89 Jo.kyky@egknso eh.kk 0.10 0.04 0.14ekyhgkyk 90 txnh’k izlkn@ uUnjke eh.kk 0.10 0.04 0.14ckal[kksg 91 ds’kUrk nsoh@Lo- iwU;k 0.10 0.04 0.14ckal[kksg 92 Hkwjkjke@xaxkjke ekyh 0.10 0.04 0.14ckal[kksg 93 iIiwyky@ewypUn 0.10 0.04 0.14ckal[kksg 94 jkeyky@ewypUn 0.10 0.04 0.14

9-11

ckl[kksg





dqy jkf’k

ckal[kksg 95 Jo.k@ukFkwyky 0.10 0.04 0.14ckal[kksg 96 rqylhjke@ukFkwjke cSjok 0.10 0.04 0.14ckal[kksg 97 xksiky@ukFkwjke 0.10 0.04 0.14ckal[kksg 98 enu@cynso cSjok 0.10 0.04 0.14ckal[kksg 99 tqxyky@eaxykjke cSjok 0.10 0.04 0.14ckal[kksg 100 izHkkr@ekaxhjke cSjok 0.10 0.04 0.14ckal[kksg 101 jkelgk;@egknso cSjok 0.10 0.04 0.14ckal[kksg 102 ?kklhjke@ikapwjke cSjok 0.10 0.04 0.14ckal[kksg 103 jke/ku@ewypUn cSjok 0.10 0.04 0.14ckal[kksg 104 y{e.k@ewypUn cSjok 0.10 0.04 0.14ckal[kksg 105 lksgu yky@ewypUn cSjok 0.10 0.04 0.14ckal[kksg 106 ckcwyky@ukjk;.k cSjok 0.10 0.04 0.14ckal[kksg 107 ykykjke@ukjk;.k cSjok 0.10 0.04 0.14ckal[kksg 108 iwj.k@txUukFk 0.10 0.04 0.14ckal[kksg 109 jruyky@ txUukFk cSjok 0.10 0.04 0.14ckal[kksg 110 ukFkwjke cSjok@ HkS:jke cSjok 0.10 0.04 0.14ckal[kksg 111 cnzh@eaxyk cSjok 0.10 0.04 0.14ckal[kksg 112 NksVwjke@ewypUn cSjok 0.10 0.04 0.14ckal[kksg 113 jke/ku@izHkkr 0.10 0.04 0.14fueksjk 114 jkeizrki eh.kk@jkepUnz 0.10 0.04 0.14ckal[kksg 115 /kUuh nsoh@jkeizrki eh.kk 0.10 0.04 0.14ckal[kksg 116 jkethyky eh.kk@tqXxkjke eh.kk 0.10 0.04 0.14ckal[kksg 117 izsepUn eh.kk@ jkepUnz eh.kk 0.10 0.04 0.14ckal[kksg 118 rstkjke eh.kk@ dkukjke eh.kk 0.10 0.04 0.14ckal[kksg 119 [email protected] eh.kk 0.10 0.04 0.14ckal[kksg 120 dY;k.k@ yknwjke eh.kk 0.10 0.04 0.14ckal[kksg 121 txnh’k@ewypUn 0.10 0.04 0.14ckal[kksg 122 izgykn@jkedaqokj 0.10 0.04 0.14ckal[kksg 123 pUnkyky@vkuUnkjke eh.kk 0.10 0.04 0.14ckal[kksg 124 dY;k.k@xksfoUn ukjk;.k eh.kk 0.10 0.04 0.14ckal[kksg 125 jkes’[email protected]’k ukjk;.k eh.kk 0.10 0.04 0.14ckal[kksg 126 jkeyky@HkkSajhyky 0.10 0.04 0.14ckal[kksg 127 dslj yky@pUnk yky 0.10 0.04 0.14ckal[kksg 128 :?kukFk@HkkxhjFk 0.10 0.04 0.14ckal[kksg 129 iwathjke@:?kukFk 0.10 0.04 0.14ckal[kksg 130 eaxykjke@:?kukFk 0.10 0.04 0.14ckal[kksg 131 tujke@HkkxhjFk 0.10 0.04 0.14ckal[kksg 132 jkelgk;@dkywjke eh.kk 0.10 0.04 0.14ckal[kksg 133 jkef[kykMh eh.kk@dkywjke eh.kk 0.10 0.04 0.14ekyhgkyk 134 ikapwjke@Nktwjke eh.kk 0.10 0.04 0.14ekyhgkyk 135 tUlhjke@dkUrk eh.kk 0.10 0.04 0.14ekyhgkyk 136 jkethyky@HkkSajhyky 0.10 0.04 0.14ekyhgkyk 137 cnzhukjk;.k@ukuxjke 0.10 0.04 0.14


ckal[kksg




dqy jkf’k

HkVsjh 138 pkjkxkg Hkwfe esa [kljk ua- 45 esa ubZ rykbZ [kqnkbZ dk;Z HkVsjh 3.47 2.64 6.11HkVsjh 139 rykbZ [kqnkbZ xqY;kokyh 9.80 4.20 14.00dkusVh 140 ikS/kjksi.k dk;Z nkeksnj@X;kjlk 0.60 0.30 0.90dkuiqfj;k 141 ikS/kjksi.k dk;Z jkelgk;@jke/ku 0.60 0.30 0.90

esMcUnh dk;Z &ihykjkek 142 eksguyky @jke/ku 0.60 0.30 0.90HkVsjh 143 ckcwyky@vejk 0.60 0.30 0.90ihykjkek 144 xaxkjke@ekaxhyky 0.60 0.30 0.90HkVsjh 145 eaxyk@ukFkw 0.60 0.30 0.90ihykjkek 146 jk/ks’;ke@jkejru 0.60 0.30 0.90dkusVh 147 'kkfUr@jkelgk; 0.60 0.30 0.90x<kSyh 148 Hkxoku@HkS: 0.60 0.30 0.90HkVsjh 149 /kkik nsoh@ukuxjke 0.60 0.30 0.90HkVsjh 150 fcjnhpUn@fd’kuk 0.60 0.30 0.90HkVsjh 151 fd’kuyky@eUuk 0.60 0.30 0.90ihykjkek 152 jkepUnz@iwuhjke 0.60 0.30 0.90ihykjkek 153 xksih nsoh@HkkxhjFk 0.60 0.30 0.90ihykjkek 154 Nktwyky@jkedaqokj 0.60 0.30 0.90ihykjkek 155 jkefd’kksj@izHkkr 0.60 0.30 0.90ihykjkek 156 NksVsyky@dkukjke 0.60 0.30 0.90ihykjkek 157 y{ehukjk;.k@ukuxjke 0.60 0.30 0.90ihykjkek 158 jkethyky@jkeiky 0.60 0.30 0.90ihykjkek 159 dY;k.k@Hkxoku lgk; 0.60 0.30 0.90ihykjkek 160 ykypUn@ekaxhyky 0.60 0.30 0.90ihykjkek 161 gjpUnk@jsoMey 0.60 0.30 0.90dkusVh 162 ukFkh@HkkSekjke 0.60 0.30 0.90dkusVh 163 jke/ku@HkS: 0.60 0.30 0.90dkusVh 164 lkaorkjke@Nhrj 0.60 0.30 0.90dkusVh 165 lkserh@jkefd’kksj 0.60 0.30 0.90dkusVh 166 dkyw@dq’kyk 0.60 0.30 0.90dkusVh 167 y{ek@[ksMey 0.60 0.30 0.90dkusVh 168 xqykc@jkethyky 0.60 0.30 0.90dkusVh 169 HkkxkSrh@izgykn 0.60 0.30 0.90dkusVh 170 jsoMh@xksfoUnk 0.60 0.30 0.90dkusVh 171 cysno@xksfoUnk 0.60 0.30 0.90dkusVh 172 Jhukjk;.k@xksfoUnk 0.60 0.30 0.90dkusVh 173 jkedj.k@X;kjlk 0.60 0.30 0.90dkusVh 174 u"̀k@ewypUn 0.60 0.30 0.90HkVsjh 175 yk[kkjke@egknso 0.60 0.30 0.90izseiqjk 176 xtkuUn@ijlkjke 0.60 0.30 0.90x<kSyh 177 Hkxoku@Hkksywjke 0.60 0.30 0.90HkVsjh 178 jk/ks’;ke@Jhukjk;.k 0.60 0.30 0.90HkVsjh 179 lhrkjke@X;kjlk 0.60 0.30 0.90

9-13

HkVsjhD.





dqy jkf’k

';keiqjk 180 egknso th efUnj ds ikl rykbZ&[kqnkbZ o fiafpx dk;Z 0.70 2.60 3.30pSuiqjk 181 yks[ky dh rykbZ [kqnkbZ pSuiqjk 8.94 6.59 15.53pSuqiqjk 182 ,uhdV fuekZ.k 'ke’kku ?kkV ds ikl 0.14 1.72 1.86pSuiqjk 183 dkdM pSuiqjk dqEgkjksa dh <k.kh ds ikl] ,uhdV fuekZ.k pSuiqjk 13.44 2.54 15.98';keiqjk 184 Ldwy QhYM ds ikl ,uhdV fuekZ.k 10.77 2.53 13.30pSuiqjk 185 ,fudV fuekZ.k esMk okyh igkfM;ksa ds ikl pSuiqjk 0.50 0.30 0.80

esMcUnh dk;Z &pSuiqjk 186 txUukFk iztkir@lksguyky iztkir 0.29 0.05 0.34pSuiqjk 187 NksVwjke@txUukFk 0.29 0.05 0.34';keiqjk 188 iou dqekj [email protected] flag eh.kk 0.29 0.05 0.34';keiqjk 189 jkexksiky@jsoMey eh.kk 0.29 0.05 0.34';keiqjk 190 NksVwyky eh.kk@dkywjke eh.kk 0.29 0.05 0.34';keiqjk 191 ykyh nsoh@Lo- jkeQwy eh.kk 0.29 0.05 0.34';keiqjk 192 ekaxh nsoh@ckywjke eh.kk 0.29 0.05 0.34';keiqjk 193 jktUrh nsoh@jkeQwy eh.kk 0.29 0.05 0.34enuiqjk 194 iwj.key dhj@lksgu yky dhj 0.40 0.30 0.70enuiqjk 195 jkethyky@xSUnhyky eh.kk 0.40 0.30 0.70

201.29

9-14

Total


F.

E. eksguiqjk

galegy

Irrigated Unirrigated Total Irrigated Unirrigated Total Irrigated Unirrigated Total

I.1 Shyampura 387 82 48 113 234 347 98 159 257 15 75 90 3872 Chak Shyampura 17 1 27 28 17 17 1 10 11 173 Chainpura 328 112 58 47 135 182 45 113 158 2 22 24 328

Total 732 194 106 161 396 557 143 289 432 18 107 125 732II.

1 Jhar 1500 827 262 280 378 658 258 153 411 22 225 247 15002 Khori 345 89 19 143 211 354 131 106 237 12 105 117 3453 Bar Charnan 44 7 11 0 48 48 26 26 22 22 44

Total 1889 923 292 423 637 1060 389 285 674 34 352 386 1889III.

1 Baskho 1450 410 21 743 501 1244 743 276 1019 0 225 225 14502 Neemora 222 16 5 142 164 306 141 60 201 1 104 105 2223 Malihala 160 62 29 44 59 103 42 27 69 2 32 34 160

Total 1832 488 55 929 724 1653 926 363 1289 3 361 364 1832IV. G.P. Bhateri

1 Bhateri 608 115 121 332 216 548 332 40 372 0 176 176 6082 Kanpuria 137 38 12 39 56 95 39 48 87 0 8 8 1373 Prempura 138 32 7 63 46 109 63 36 99 0 10 10 1384 Kaneti 650 107 119 245 230 475 245 179 424 0 51 51 6505 Ghadoli 240 21 15 158 116 274 158 46 204 0 70 70 2406 Peelarama 166 21 31 57 87 144 57 57 114 0 30 30 166

Total 1939 334 305 894 751 1645 894 406 1300 0 345 345 1939V. G.P. Patan 0 0 0

1 Patan 839 179 57 616 193 809 576 27 603 40 166 206 8392 Rampura 209 4 71 95 149 244 95 39 134 0 110 110 2093 Ugawas 197 14 48 158 120 278 110 25 135 48 95 143 1974 Lalpura 197 8 21 96 94 190 96 72 168 0 22 22 1975 Srinagar 206 47 13 124 88 212 98 48 146 26 40 66 2066 Ramjipura 152 40 79 15 50 65 15 18 33 0 32 32 152

Total 1800 292 289 1104 694 1798 990 229 1219 114 465 579 1800VI.

1 Madanpura 284 44 52 161 112 273 161 27 188 0 85 85 284Total 284 44 52 161 112 273 161 27 188 0 85 85 284

G. Total 8476 2275 1099 3672 3314 6986 3503 1599 5102 169 1715 1884 8476

8-1

Table 1. Village Wise Land Use of Project Area

S.N. Name of Gram Panchayt/Village

Gross Cultivated Land Net Cultivated Area Net Area Cultivated More than once

IWMP IX, BLOCK-BASSI, JAIPUR

TotalTotal Geographical

Area of Village

Unavailable Land For

Cultivation

Available Land For

Cultivation

G. P. Mohanpura

G.P. Jhar

G.P. Baskhon

G.P. Hansmahal

TABLE OF CONTENTSwater.rajasthan.gov.in/content/dam/water/watershed...1.1. Sanction of IWMP project: During the year 2010under the Centrally Sponsored Scheme Integrated Watershed -11

Documents