Detailed Project Report - Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...Detailed...

Detailed Project Report

IWMP KOTA – II

Project Cost – Rs. 554.76 lacs.

CONVERGENCE THROUGH NREGA – Rs. 49 lacs.

CONVERGENCE THROUGH AGRICULTURE DEPTT - Rs. 24.76 lacs.

Total Cost – Rs. 628.52 lacs.

Financial Sanction No./DT - F18(199)WDSC/ PFC/ 2009/ 1822- 2104/

11.11.09

ASSISTANT ENGINEER PIA, IWMP

Panchayat Samiti SANGOD

District – Kota

Map of Sangod

INDEX

CHAPTER – I 1. INTRODUCTION ………………………………………………………………………………………………………. 01 1.1 Location

1.2 General Features of Watershed ……………………………………………………………………………………………………………. 02

1.3 Present Status of Land Use & Rain Water Storage …………………………………………………………………………………… 02 - 05

Table No. 1.3.1 Basic Project Information

Table No. 1.3.2 Area Covered by Gram Panchayat.

Table No. 1.3.3 Rain Water Sotrage

1.4 Soil Erosion …………………………………………………………………………………………………………………………… …. 06

Table No. 1.4.1 Erosion Status in Project Area

1.5 Socio Economic Status ………………………………………………………………………………………………………………...07 -10

Table No. 1.5.1 Village wise Socio Economic Status

Table No. 1.5.2 Activity wise Social Status

Table No. 1.5.3 Catogery wise Household

Table No. 1.5.4 Catogery wise Population

Table No. 1.5.5 Land Holding Pattern Project Area

1.6 Problem & Scope of Improvement……………………………………………………………………………………………………10 - 13

1.6.1 Occupation

1.6.2 Land

1.6.3 Crop

1.6.4 Live Stock

1.6.5 Water

1.7 Objectives ………………………………………………………………………………………………………………………………….13

1.8 Institutional Arrangements …………………………………………………………………………………………………………… 14 - 18

1.8.1 State Level Nodel Agengy (SLNA)

1.8.2 District Watershed Development Unit (DWDU)

1.8.3 Project Implemation Agency (PIA)

1.8.4 Watershed Development Team (WDT)

1.8.5 Watershed Committee, Secretary

1.8.5.1 Watershed Committee Gram Panchayat Khadiya

1.8.5.2 Watershed Committee Gram Panchayat Bapawarkalan

1.8.5.3 Watershed Committee Gram Panchayat Laturi

1.8.5.4 Watershed Committee Gram Panchayat Labaniya

1.8.5.5 Watershed Committee Gram Panchayat Moikalan

CHAPTER II 2. Basic Features………………………………………………………………………………………………………………………………..19 2.2. Agriculture Status…………………………………………………………………………………………………………………………20-21

Table 2.2 .1 Croop Productivity

Table 2.2.2 Net Sowing Area

Graph……………………………………………………………………………………………………………………………………………22

2.2.2.1 Kharif Crop

2.2.2.2 Rabi Crop

2.2..3 Village wise Micro / Macro information ………………………………………………………………………………………………23

2.2.4 Comprative Study of Agriculture Producitivity for Various Crops …………………………………………………………………24

2.2.4.1 Graph Soyabean Producitvity

2.2.4.2 Graph Maize Productivity

2.2.4.3 Graph Groundnut Productivity

2.2.4.4 Graph Wheat Productivity

2.2.4.5 Graph Corriander Prductivity

2.3 Horticultural Status & Fuel Availibility ………………………………………………………………………………………………….25

Table 2.3.1 Village wise Availibility of Fodder

2.4 Live Stock Status……………………………………………………………………………………………………………………………26-27

Table 2.4.1 Village wise Live Stock Status

Table 2.4.2 Village wise Availibility of Fodder

2.5 Demo Graphy………………………………………………………………………………………………………………………………28-29

2.5.1 Village wise Population SC, ST, Other Landless

2.5.2 Activity wise Social Status

2.6 Other Infrastructure Facilities ………………………………………………………………………………………………………….30-31

2.7 MG NAREGA Status………………………………………………………………………………………………………………………32-33

Table 2.7.1 Activities taken

Table 2.7.2 MG NAREGA Family Details

2.8 Development Indicator………………………………………………………………………………………………………………………34

2.9 Land Holding Details of SF, MF, SC, ST & Others……………………………………………………………………………………….35

TECHNICAL FEATURES CHAPTER – 2 PART – II

2.II.1 Revenue Map Available with PIA ……………………………………………………………………………………………………..36-37

2.II.2 Topo Maps

2.II.3 Ground water Status

2.II.4 Table - Slope Details

2.II.5 Available Surface Run Off………………………………………………………………………………………………………………38-39

Table 2.II.5.1 Run Off Based on Average Rain fall

Table 2.II.5.2 Run Off Tapped in Existing Structure

Table 2.II.5.3 Balance Available Run Off

2.II.6 Soil Map & Soil Details…………………………………………………………………………………………………………..……….40

2.II.7 Climate & Hydrological Information ……………………………………………………………………………………………………41

2.II.8 Erosion Status……………………………………………………………………………………………………………………………..42

CHAPTER – 2 PART – III

2.III Problems, demand & Scope for Comperhensiv area development………………………………………………………………………43

2.III.1 NRM

2.III.2 Agricultur & Horticular Productivity gap Analysis

2.III.3 Live Stock Gap Fodder Avalibility ……………………………………………………………………………………………………….44

2.III.4 Livelihood ………………………………………………………………………………………………………………………………….45

2.III.5 Micro Enterprises ………………………………………………………………………………………………………………………….45

CHAPTER III 3 Proposed Development Plan……………………………………………………………………………………………………………………46-47

3.1 Table - Preparatory phase activities capacity building trainings & EPA

3.2 Table - Natural resource management (NRM)

3.3 Table - Production System and micro enterprises

3.4 Table – Consolidation Phase

3.4 Production Systems and Micro Enterprises Agricultural based and Non Agricultur ……………………………………………………48-50

3.4.1 Fodder Bank

3.4.2 Storage Unit of Onion / Garlic SHG Groups

3.5 Livelihood Activities Particularly for accet less persons……………………………………………………………………………………51-52

3.5.1 Table - SHG Groups

3.5.2 Table - Existing SHG Groups

CHAPTER IV 4.1 Conservation of Earthen Checkdam ………………………………………………………………………………………………………53

4.2 Conservation of Westweir in agri land …………………………………………………………………………………………………….54-55

4.3 Conservation of Bunding (Madebandi) ……………………………………………………………………………………………………56

4.4 Construction of New Tali with Westweir …………………………………………………………………………………………………..57-58

4.5 Estimate of Well Rrcharge ………………………………………………………………………………………………………………….59-60

4.6 Estimate of Gabian Structure ………………………………………………………………………………………………………………61-62

4.7 Estimate of Retaining Wall ………………………………………………………………………………………………………………….63

4.8 Estimate of Anicuts, 15 mtrs ………………………………………………………………………………………………………………..64

4.9 Estimate of Bank Stabilization …………………………………………………………………………………………………………….73-74

4.10 Estimate of Pasture Development………………………………………………………………………………………………………..75-82

4.11 Fodder Bank ……………………………………………………………………………………………………………………………...83-84

4.12 Estimate of Storage Unit of Onion / Garlic …………………………………………………………………………………………….85-86

CHAPTER V 5 Activity wise Total Abstract of Cost …………….………………………………………………………………………………………….87

CHAPTER VI 6 Annual Action Plan …………………… …………….……………………………………………………………………………………88-90

A Table - Preparatory phase activities capacity building trainings & EPA

B Table - Natural resource management (NRM)

C Table - Production System and micro enterprises

D Table – Consolidation Phase

E Table – Conversunce with Narega

CHAPTER VII 7 Project OutComes …………………… …………….……………………………………………………………………………………91-93

7.1 Graph – Run Off Tapped

7.2 Graph – Increasing of Water Level

7.3 Graph – Hortuclutural

7.4 Graph – Live Stock

7.5 Graph – Average Income Family

CHAPTER VIII 8 Year wise Breckup…………………… …………….……………………………………………………………………………………94-96

A Table - Preparatory phase activities capacity building trainings & EPA

B Table - Natural resource management (NRM)

C Table - Production System and micro enterprises

D Table – Consolidation Phase

E Table – Convergence with MG NREGA & Agri Ext. Department

CHAPTER IX 9 Various GIS Thematic Layer - Data Not Available ………….…………………………………………………………………………

CHAPTER X 10 Details of Entry Point Activity ………….………………………………………………………………………………………………97

PRA Activity

CHAPTER – I

INTRODUCTION

CHAPTER – 1

1 Introduction :-

Resource degradation has an adverse impact on human welfare. Enhancement of productivity in agriculture and sustainable maintenance of resources have already singnificantly reduced poverty in the country with does of appropriate policies. However, this has not been the case in many areas where resource degradation is taking place. Rural poverty is mostly associated with recurrent occurrences of drought. Poor maintenance and degradation of natural resources. In the recent past, several interventions were made to reduce poverty through drought proof technologies. Serveral patners were involved in designing new methodologies to tackle the various constraints faced in the dry land areas. They included community based watershed management and innovative institutional arrangements to improve productivity and sustainability of the resource base in the degraded areas.

Watershed reduces poverty by generating employment and increasing agricultural productivity. It enhances the water table and the recharging level of ground water which ensures agricultural development. Simultaneously, enhanced reharging of water provides quality drinking water. Watershed development protects the environment through afforestation and increase the resilience of land and water resources.

1.1 Location :-

Rajasthan has become geographically the largest state in India acquiring almost 11% of the total Geographical area of India the geographical area of Rajasthan is 342239 square kilomter. Located at 23º30´ and 30º 11’ North latitude and 69º 29’ and 78º 17’ East longitude. Adjacent to west and northwest to the boundaries of Pakistan, Rajasthan is surrounded by the states of Punjab, Haryana and Uttar Pradesh in north and north east, Uttar Pradesh and Madhya Pradesh, in its east and south east, and by the state of Gujarat in south west.

The Kota district is situated between 23.56 to 25.51 latitude and 75.37 to 76.38 longitude. It is situated at the South East portion of Rajasthan and 245 Km from Jaipur.

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Sangod block is situated 58 Kms from Kota. This Block is surrounded by two district Baran at East and Jhalawar at South. In Sangod Block IWMP Kota II Project cover the five gram panchayat area. These gram panchayat are Moikala, Bapawarkala,

Laturi, Labaniya & Khadia. There are 11 villages comes under these 5 gram panchayat villages are Moikala, Bapawarkala, Laturi, Latura, Barukhedi, Bhulahedi, Labaniya, Hanumatkheda, Sankheda & Gahukhedi.

1.2 General features of watershed:- The Geological formation in the watershed area are represented by plain slope areas soil clay loam. There are many dug

wells in the watershed area which are dry & water is generally good for drinking purpose. Most of the precipitation falls in the month of July, August & September with very little in winter season. The intensity of rain fall is occasionally very high which causes erosion hazards. The watershed area is characterized as semi & arid climatic zone. The temperature raises from first week of May to first week of June while the lowest temperature reported during month of December. Average annual rainfall of area is 763 mm. & Maximum intensity of rainfall is 100 mm per day. The Maxmium Temperature goes upto 48 degree centi. & minimum temp. 4 degree centigrate.

The IWMP Kota –II Watershed comprises a main nallah flowing with sub drains. It passes through Moikala, Dungarpur, Latura, Laturi & Gahukhedi. villages and finally drained out into the Parvan river . The surface drainage of the area well establish. The soil are fine textured with slow to moderately internal drainage resulting in slow infiltration heavy run off during Manson and consequent erosion hazard.

1.3 Present status of land use & rain water storage :- The entire area except gullies structure, habitations, road & tanks are used for agriculture purpose. There are two principals

cropping seasons viz, Rabi & Kharif. The main crop is through Soyabean but some other crop like Mustered, Urad, Moong, Groundnut, Corriander & Jawar are also grown in some area. Mixed cropping pattern is also common. The farmers there have water facility in their field adopting cash crops like Soyabean & Mustered . However the un irrigated area are mostly single cropped.

In absence of good aquifer the yield of wells is very low, therefore the command of each well is also small. Most of the area is depended upon rainfall & Tube wells in some areas. Due to erratic behavior of the rainfall and persistent famine conditions.

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The cultivators are not in a position to invest on monetory inputs therefore, use of all improved varieties of seeds is rare. In watershed area 421 ha. pastured land is available but condition of pastured land is very bad. About 90% land is under enchrochment & rest land in barren condition there is no vegetative cover on land. In watershed area horticulture crop is not tradition of the area, this is due to lack of literacy & the irrigation facilities. Some farmers these have tube well, they are integrated in horticultur. Rainfall in this area is erratic in nature and uneven is distribution . Most of the rainfall is not retained in the site (except some village ponds) and flow as run off in the existing drains and ultimately to river.

Table No 1.3.1 :- Basic Project Information :-

Sr.No Name of gram

panchayat Village Tahasil Dist

Area Proposed to be treated

Total Project cost

PIA

1

Name of Project

Khadiya Ghaukhedi Sangod Kota 276

Laturi Sangod Kota 620

Latura Sangod Kota 135 Dungarpur Sangod Kota 630 Barukhedi Sangod Kota 52

2 Laturi

Bhulahedi Sangod Kota 50 Labaniya Sangod Kota 151

Hanuwatkheda Sangod Kota 46 3 Labaniya

Sunkheda Sangod Kota 220 4 Bapawarkalan Bapawarkalan Sangod Kota 1148

5

IWMP

Kota -II

Moikalan Moikalan Sangod Kota 1295

554.41

AEN WD &

SC Sangod

TOTAL 4623

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Table No 1.3.2 :- Area covered by different Gram Panchayat

Macro No. 8 & 10

Labaniya Moikalan Laturi Bapawarkalan Khadiya

Area in ha 417 1295 1487 1148 276

Diagram - Area Covered by G.P.

0

200

400

600

800

1000

1200

1400

1600

Labaniya Moikalan Laturi Bapaw arkalan Khadiya

Area covered in G.P.

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1.3.3 Rain water Storage :-

Presently in watershed area 21 Nadis (Talai) are existing . Rain water is tapped by these nadis. These Nadis are not properly not maintain so that water management is required.

Table No 1.3.3 Rain water Storage

S.N. Name of village

No of Nadi Capacity of Nadi (cum) Anicut Khadeen Tanka Check dam Dam Pond

1 Ghaukhedi 1 312 - - - -

2 Laturi 2 1140 - - - - - -

3 Latura 1 1320 - - - - - -

4 Dungarpur 2 1215 - - - - - -

5 Barukhedi 1 105 - - - - - -

6 Bhulahedi 1 517.50 - - - - - -

7 Labaniya 0 0 - - - - - -

8 Hanuwatkheda 1 40 - - - - - -

9 Sunkheda 1 40 - - - - - -

10 Bapawarkalan 7 2136 - - - - - -

11 Moikalan 4 2120 - - - - - -

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1.4 Soil Erosion : –

Due to be ration of slop / gradient, slow infiltration, lack of vegetative cover & occasionally very high intensity of rainfall

& a heavy rain of occurs during mansoon which results causes sheet, rill, erosion & in some part gully formations.

Project Area is effected by water erosion such that loss of soil fertility take place every year. Production depleting year by

year. It is major problem of watershed

Table No.1.4.1 Erosion status in project Area

Cause Type of erosion

Water erosion Area affected (ha) Run off(mm/ year)

Average soil loss (Tonnes / ha/ year)

A Sheet 3600 300 5400

B Rill 920 300 1840

C Gully 603 300 4824

Sub-Total 12064

Total for project 12064

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1.5 Socio Economic Status :- Economy of farmers of project area is based on cultivation. Due to erosion & scanity of rainfall. economic condition of

farmers are very poor.

Table No.1.5.1 Village wise Socio Economic Status

S C S T O B C \ GEN Total Village Name

No Area No Area No Area No Area

Ghaukhedi 9 8.94 0 0 63 219.35 72 228.29

Laturi 36 23.63 0 0 216 331 252 354.63

Latura 10 4.64 2 5.58 40 79.88 52 90.1

Dungarpur 11 21.65 6 6.97 101 387.91 118 416.53

Barukhedi 0 0 26 39.35 7 13.55 33 52.9

Bhulahedi 9 6.09 22 48.23 75 99.65 106 153.97

Labaniya 24 36.62 29 67.49 40 62.96 93 167.07

Hanuwatkheda 11 19.2 49 127.72 7 12.74 67 159.66

Sunkheda 7 3.56 0 0 39 187.92 46 191.48

Bapawarkalan 43 54.61 54 138.54 388 1384.44 485 1577.59

Moikalan 161 237.95 9 7.79 556 1274.91 726 1520.65

TOTAL 321 416.89 197 441.67 1532 4054.31 2050 4912.87

Data as per Revenue Record.

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1.5.2 Activity wise Social Status :-

Population in No. SC ST Others S.

No. Description

of Households

Total No. of

household M F Ch Total No. of

h.h. Members No. of h.h. Members No. of

h.h. Members

1 2 3 4a 4b 4c 4d 5a 5b 6a 6b 7a 7b

(i) Cultivators 2069 3819 3400 5270 12489 314 1702 132 895 1623 9892

(ii) Landless Agri.

Labourers 584 1041 955 1356 3352 174 975 59 353 351 2024

Total 2653 4860 4355 6626 15841 488 2677 191 1248 1974 11916

(iii) Artisans 45 55 59 68 182 2 4 3 8 40 170

(iv) BPL 879 1117 1082 1282 3481 101 317 18 75 760 3089

(v) Dairying 2 6 7 5 18 0 0 0 0 2 18

M= Male, F=Female, Ch=Children (below 14 years) h. h.=house hold. Indicate only households with main occupation in the case of more than one occupation in a household. Indicate against the occupation with income more than 50%

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1.5.3 Category wise Households :- 1.5.4 Categorywise Population :-

SC OBC/General ST

IWMP Kota -II 488 1970 191

0

200

400

600

800

1000

1200

1400

1600

1800

2000

SC OBC/General ST

0

2000

4000

6000

8000

10000

12000

SC OBC/General ST

9

SC OBC/General ST IWMP Kota -II 1702 9892 895

1.5.5 Land Holding Pattern in Project area :-

IWMP Kota – II Land holding (ha.) irrigation source wise Sr.

No.

Type of Farmer

House

hold No.

Irrigated (source) Rainfed Total

1 Large Farmer 685 830.75 2679.18 3509.93

2 Small Farmer 399 143 610.84 753.84

3 Marginal Farmer 908 40 320.10 360.10

4 No. of BPL Household 480 4.25 0 0

Total

1018 3605.87 4623.87

1.6 Problem & scope of improvement :–

1.6.1 Occupation

The to the main occupation of the area which is mainly dependent on rains. Day by day rainfall is decreasing. Mostly farmers are cultivated single crop so villages are a engaged about four months in a year in agriculture work and they have to migrate to city. However due to NREGA migration has been come down.

Mostly landless families survive through unauthorized mining at forest land. The forest department punish them too. In this area most of the youths are also addicted to Alcohol, Tobacco, Gutakas, Smoking. Due to these addiction their work efficiency has been decreased.

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Scope of Improvement -

Following works have been proposed through watershed program so that village community get regular employment after completion of period. During program every work will be done by uges group & they will get labour so that they will have get employment.

Farmers who have sufficient source of water in their field and are marginal especially for Horticulture plantation & Kitchen garden so that they can have extra income through cash crop along with agriculture crops.

Farmers can since be gated source of water in their fields Agro forestry plants will be provided to them of cost to raise there income.

Land less families have been identified according to their interest training will be provided. After training they will get revolving funds from watershed for self employment to raise the Socio economic condition.

Formation of self help group. Get them trained are linkage with banks for self employment.

Un encroachment of available pasture land and developed with the horticulture plantation such as Awala, Boor, Karonda through National Horticulture. It will create the income of Gram Panchayat.

1.6.2. Land

Problem related to Land - 1. Soil erosion due to excessive rainfall in short duration.

2. Reducing yield due to losses at top soil


Bunding in field and construction of checkdams, wastweir for safe disposal of excessive water & to check the field erosion . To motiviate the farmers for organic manunnring & Vermi compose.

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1.6.3 Problem related to Crop

Loss production due to improper cultivation. Loss moisture contain in soil. Non practice of improved variety of seed. excessive use of chemical fertilizer. Unawareness of crop potation practices.


Trained the farmer for proper cultivation practices. Construction of farm ponds and bunding in their fields. Crop demonstration through improved varity of seeds. To trained farmer for organic farming & agro forestry, Kitchen gardening, along with agriculture.

1.6.4. Livestock

Indigenous breeding. Lack of pasture development. Unawareness about health age. Uncontrolled Grazing.


Improve breed by high breed program. To develop pasture land according to their demand. To organized animal camps regularly for health checkup. To provide them Gross Cutting Machine & Manger. To arrange the training for animal betlorment.

1.6.5. Water Average rainfall of this block 763 mm Rainfall in irregular insufficient. There is no management to store rain water.

Due to black cotton soil has more water holding capacity. So runoff water drained out side the area through Nalles & rivers. Most of the state time water bodies such as Talav, Anicuts have been encroched by local people or it has been sited. Nobody can take

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care of there water bodies. There is no source of ground water table recharge in this area so water go down day by day.

Due to pressure of increasing population & increase agriculture products farmers used tube well drastically due to which water level go down and whole area comes under dark zone. Presently whole area from March to June every year faces the scarcity of drinking water. During there month water supplied through tankers for villages & animals. In entry point activities each gram sabha has proposed water related works.

Proposed for solving problem –

To P.R.A. with villages and survey the area proposed the water harvesting structures at appropriate place consent with local farmers. To planning for rain harvesting at areable & non areable lands.

Main activities for water harvesting are as follows :-

Areable Land bunding with West weir farm ponds. Non areable land drugout ponds gabion structure. Drainage line Nalla bunding anicuts.

1.7 Project Objectives :- The objectives of the watershed development project will be :

Conservation, development and sustainable management of natural resources including their use.

Enhancement of agriculture productivity and production in sustainable manner.

Restoration of ecological balance in the degraded and fragile rained eco-system by greening these areas through

appropriate mix of trees and shrubs and grasses.

Reduction in regional disparity between irrigated and rainfed areas.

Creation of sustained employment opportunities for the rural community including the landless.

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1.8 Institutional Arrangements :-

1.8.1 State leval nodal agency (SLNA) :-

As per guide line pera no.- 4.4 state Govt. of Rajasthan constituted. State level Nodal agency (SLNA). chairman of SLNA is Additional chief Secretary (development) & member Secretary is Director watershed (CEO).

SLNA

Member secretary Post :- CEO

Designation & Address :- Director watershed development & Soil conservation

Telephone No. :- 0141 - 2227189

Fax No. :- 0141 - 2227858

E - mail :- dir_ wdsc @ dataone.in.

1.8.2 District watershed development unit (DWDU) :-

As per guide line pear no. 4.5 / 29 SLNA appointed District watershed development unit at District level. Project manager of DWDU is XEn watershed at district level.

DETAILS OF DWDU

Designation & Address Project manager DWDU X En. Watershed Kota Telephone 0744 - 2500127

Fax 0744 - 2500127

E-mail [email protected].

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1.8.3 Project Implementing Agency (PIA) :-

DETAILS OF PIA

Names of project Details of PIA Designation & Address Aen watershed development & soil

conservation Sangod (Kota). Telephone 07450 - 233223

Fax 07450 - 233223

IWMP Kota - II

E-mail

1.8.4 Watershed Development Team (WDT) :- The WDT is an integral part of PIA and was been set up by the PIA.

Sr.No. Name Age Sex Designation Qualification specialization Job assigned Monthly

remuneration

1 Jagdish Meena 34 M WDT( Eng.) Diploma Engineering Eng. measures 10000

2 Parmanand Nagar 35 M WDT( Agri.) B.sc.(Agri.) Agriculture Agri. Development 8000

3 Beena Sharma 28 F WDT( S.S.) M.A Social Community

Development 8000

4 Mithilesh Sharma 30 M WDT

(Veterinary) L.S.A.

(Diploma) Veterinary

Veterinary Development

8000

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1.8.5 Watershed Committee (WC) :- Total area of the watershed 4623 ha. Comprise of five Gram Panchayat namely Moikala, Bapawar, Laturi, Khadiya & Labaniya.

A separate watershed committee constituted for each Gram Panchayat. As per circular F 18 (I 38) IWMP / WC 2009-10 / 78-248 Dated 28-4-10 Watershed dept. Directed that watershed committee will be formed on basis of gram panchayat not village level. Gram sabha of each Garam Panchayat constituted users groups, self-help groups and watershed committee.

Sr.No. Gram Panchayat Date of Gram Sabha 1 Moikala 13.08.2010 2 Bapawarkala 14.07.2010 3 Laturi 13.08.2010 4 Khadiya 09.06.2010 5 Labaniya 27.05.2010

1.8.5.1 Details of Watershed Committees (WS) Ghaukhedi :- Gram Panchayat - Khadia Name of the

District

Name of projects

Name of WCs

Date of Registr ation as a Society

(dd/mm/yy)

Designation Name M/F Category Edu. qualific ation

Presidant Purushottam / Jodhraj Nagar M OBC X

Secratary Mahaveer / Shankarlal Nagar M OBC XII

Member Madanlal / Ratanlal Nagar M OBC Saksar

Member Nandkishor / Girdhari Nagar M OBC Saksar

Member Prabhulal / Bherulal Bairwa M SC Saksar

Member Vidyashankar / Bherulal Nagar M OBC Saksar

Member Rakesh / Balram Nagar M OBC Saksar

Member Prembai / Pratap Meghwal F SC Saksar

Member Rajesh / Hemraj Nagar F OBC Saksar

Member Shushila Jagdish Nagar F OBC Saksar

Member Chandramohan/Mangilal Nagar M OBC Saksar

Kota IWMP Kota -II

Ghaukhedi

197 Dt. 23-11-2010

Member Jagdish Meena M ST Diploma

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1.8.5.2 Details of Watershed Committees (ws) Bapawarkala :- Gram Panchayat - Bapawarkala

S.No Name of the Districts

Name of projects

Name of WCs

Date of Registration as a Society

(dd/mm/yyyy Designation Name M/F Category Educational

qualification

Presidant Omprakash/Babulal Gujar M Gen. B.A.

Secratary Papu(Yuraj)/Dhanpal Nagar

M OBC B.A.

Member Tolaram/Chaturbhuj Gujar M Gen. Saksar

Member Surendra/Nathulal Vaishnav

M Gen. Saksar

Member Bhimraj/Prabhulal Kachwat M OBC Saksar

Member Chetankumar/Hari Balai

M SC Saksar

Member Shyamkumar/Babulal Sunar

M Gen. Saksar

Member Kamlesh/Mangilal Mahajan

M Gen. Saksar

Member Maya/Chetan Kumar Mehra F SC Saksar

Member Furjanabeen/Firoj Musalman

F OBC Saksar

Member Shakinabano/Sahajad Musalman F OBC Saksar

1 Kota IWMP Kota - II

Bapawar kala

199 Dt. 23-11-2010

Member Jagdish Meena

M ST Diploma

1.8.5.3 Details of Watershed Committees (ws) Laturi :- Gram Panchayat Laturi

S.No Name of the

Districts Name of projects

Name of WCs


(dd/mm/yyyy Designation Name M/F

Cate gory

Educational qualification

Presidant Chandraprakash/Girdhari Nagar M OBC B.A.

Secratary Manojkumar/Govindkumar Bairwa

M SC B.A.

Member Ramkalyan/Ramcharan Nagar M OBC Saksar

Member Hansraj/Sitaram Nagar

M OBC Saksar

Member Satyendrakumar/Babulal Brahim M Gen. Saksar

Member Deendayal/Jagdish Nagar

M OBC Saksar

Member Hariom/Mangilal Dhobi M SC Saksar

Member Budhiprakash/Ghanshyam Nagar

M OBC Saksar

Member Kalyanibai/Laxmanlal Nagar F OBC Saksar

Member Kaushalyabai/Rampal Dhobi F SC Saksar

Member Prembai/Rambhors Dhobi F SC Saksar


Laturi

196 Dt. 23-11-2010

Member Jagdish Meena M ST Diploma.

17

1.8.5.4 Details of Watershed Committees (ws) Labaniya :- Gram Panchayat Labaniya

S.No Name of the


Name of WCs


(dd/mm/yyyy Designation Name M/F Category

Educational qualification

Presidant Jagdish / Mangilal Gujar M OBC Saksar

Secratary Prahalad/Dhanpal Gujar M OBC XII

Member Dhanalal/Panalal Bairwa M SC Saksar

Member Chiterlal/Amarlal Meena M ST Saksar

Member Tejmal/Panalal Mali M OBC Saksar

Member Shivnarayan/Mathuralal Meena M ST Saksar

Member Ramboras/Jagnath Potar M OBC Saksar

Member Lalchand/Kalulal Meena M ST Saksar

Member Vidyabai/Badrilal Potar F OBC Saksar

Member Indrabai/Meghraj Meena F ST Saksar Member Sunita/Laxminarayan Bairagi F OBC Saksar


Labaniya

198 Dt. 23-11-2010

Member Jagdish Meena M ST Diploma.

1.8.5.5 Details of Watershed Committees (ws) Moikala :- Gram Panchayat Moikala

S.No Name of the


Name of WCs

Date of Registration as a

Society (dd/mm/yyyy

Designation Name M/F Category Educational qualification

Presidant Mahendrakumar / Kaniyalal Nagar M OBC VIII Secratary Rajendraprasad/Badrilal Ahir M OBC B.A.

Member Narottam/Gopallal Dhobi M SC Saksar

Member Prakashchand/Gobrilal Bhil M ST Saksar

Member Chiterlal/Nandkishor Nagar M OBC Saksar

Member Devlal/Ramchandra Nagar M OBC Saksar

Member Badrilal/Kaniyalal Nagar M OBC Saksar

Member Jagdish/ Badrilal Soni M Gen. Saksar

Member Rajeshbai/Omprakash Mehra F SC Saksar

Member Kaileshbai/Kalyanmal Mehra F SC Saksar

Member Santoshkwar/Lalchandra Bhil F ST Saksar


Moikalan

195 Dt. 23-11-2010

Member Kamleshkumar Goyal M Gen. B.E. Agri

18

CHAPTER – II I – BASIC FEATURES

II – TECHNICAL FEATURES

III – PROBLEMS, DEMAND & SCOPE

FOR COMPREHENSIVE AREA

DEVELOPMENT

CHAPTER – 2

2 Basic Features 2.1 Land Use & Land Classification

Arabel Land Non arable land (community Land)

Govt. Panchayat land Well Irrigated Un 0Irrigated

Temporary Fellow

DLT Pasture Nadi Angor Community

Land

IWMP

Kota - II

1018 2706.28 292 124.41 421 - 61.31

IWMP Kota - II

1018

2706.28

292

124.41 421 061.31

Arabel Land Irrigated

Arabel Land UnIrrigated

Arabel Land Fellow

Non arable land (community Land)Govt. DLTNon arable land (community Land)Panchayat land PastureNon arable land (community Land)Panchayat land Nadi AngorNon arable land (community Land)Panchayat land community land

19

2.2. Agricultural Status :- 2.2.1Crop Productivity Crop details (Kharif)

Kharif (Mansoon) Soyabeen Maize Groundnut S.

No Village

Area Ha Productions

tones Productivity

(Kg/Ha) Area Ha Productions tones Productivity

(Kg/Ha) Area Ha Productions

tones Productivity

(Kg/Ha)

1 Ghaukhedi 40 50.00 1250 10.9 34.06 3125 10 12.50 1250 2 Laturi 80 100.00 1250 20 62.50 3125 15.5 19.38 1250 3 Latura 10 12.50 1250 4 12.50 3125 3 3.75 1250 4 Dungarpur 75 93.75 1250 17 53.13 3125 10.3 12.81 1250 5 Barukhedi 7 8.75 1250 2 6.25 3125 1 1.25 1250 6 Bhulahedi 9 11.25 1250 3 9.38 3125 2 2.50 1250 7 Labaniya 7 8.75 1250 4 12.50 3125 1.8 2.25 1250 8 Hanuwatkheda 6 7.50 1250 2 6.25 3125 1 1.25 1250 9 Sunkheda 11 13.75 1250 4 12.50 3125 2 2.50 1250 10 Bapawarkalan 100 125.00 1250 22 68.75 3125 12 15.00 1250 11 Moikalan 204 255.00 1250 60 187.50 3125 38 47.50 1250 Total 549 431.25 12500 147.6 277.8125 31250 96.6 73.1875 12500

Crop details (Rabi) Rabi (Winter)

Wheat Coriander Mustard Gram S. No Village

Area Ha Productions

tones Productivity

(Kg/Ha) Area Ha Productions

tones Productivity

(Kg/Ha) Area Ha

Productions tones

Productivity (Kg/Ha) Area Ha

Productions tones

Productivity (Kg/Ha)

1 Ghaukhedi 20.90 64 3062.50 40 75.00 1875 150 234.38 1562.5 23.10 43.31 1875 2 Laturi 40 122.50 3062.50 75.75 142.03 1875 316 493.75 1562.5 100.25 187.97 1875 3 Latura 6 18.37 3062.50 11 20.625 1875 40 62.50 1562.5 12 22.50 1875 4 Dungarpur 40 122.50 3062.50 62.75 117.66 1875 300 468.75 1562.5 69.50 130.31 1875 5 Barukhedi 5 15.31 3062.50 5.6 10.50 1875 30 46.88 1562.5 8 15.00 1875 6 Bhulahedi 5 15.31 3062.50 9 16.88 1875 28 43.75 1562.5 6 11.25 1875 7 Labaniya 6 18.37 3062.50 6.80 12.75 1875 75 117.19 1562.5 18.20 34.13 1875 8 Hanuwatkheda 6 18.37 3062.50 3 5.63 1875 60 93.75 1562.5 19 35.63 1875 9 Sunkheda 7 21.44 3062.50 10 18.75 1875 58 90.63 1562.5 18 33.75 1875 10 Bapawarkalan 50 153.13 3062.50 84.90 159.19 1875 500 781.25 1562.5 136.75 256.41 1875 11 Moikalan 100.5 307.78 3062.50 198 371.25 1875 900 1406.25 1562.5 254.5 477.19 1875

Total 286.40 877.08 33687.50 506.80 950.25 20625 2457 3839.0625 17187.50 665.30 1247.438 20625

20

2.2.2 Net sowing Area :- There is no source of irrigation other then tube wells.

Net sown area (Ha) Sr.no Village Total cultiveted Land

One time Two times Three times

1 Ghaukhedi 234 173.1 60.9 0

2 Laturi 532 416.25 115.75 0

3 Latura 69 52 17 0

4 Dungarpur 472.25 369.5 102.75 0

5 Barukhedi 48.6 38 10.6 0

6 Bhulahedi 48 34 14 0

7 Labaniya 106 93.2 12.8 0

8 Hanuwatkheda 88 79 9 0

9 Sunkheda 93 76 17 0

10 Bapawarkalan 771.65 636.75 134.9 0

11 Moikalan 1453 1154.5 298.5 0

Total 3915.5 3122.3 793.2 0

Result :- Total Area of watershed 4623 ha. Out of this project area only 3915.5 hacter is cultivable land according to revenue records. As per Base line survey of field only 3915.5 ha. area is been shown. Remaining area 707.5 ha. is not been sown because of weaste land, Govt. land, Nalla's Pasture Community Land etc.

21

Net sowing Area in watershed

2.2.2.1 Kharif crops (Net sown Area) 2.2.2.2 Rabi crops (Net sown Area) Crop wise Kharif Crops Crop wise Rabi crops

Crop Soyabeen Maize Groundnut

Area 549 147.6 96.6

22

Crop wheat Coriander Mustard Chana

Area 286.4 506.8 2457 665.3

Result :- Low productivity

Reason :- Low fertility of land, erosion of land, slope in land area & using traditional cropping patterns.

AreaSoyabeen

Maize

Grounnut

Areawheat

Corriander

Musterd

Chana

2.2.3 Macro Micro Information Village Wise :-

Area Covered in villages S.N.

Micro N.

Micro N.

Area Bapawar kalan

Labaniya Hanuwat

kheda Sunkheda Ghaukhedi Laturi Latura

Dungar pur

Barukhedi Bhulahedi Moikalan

1 10 2 1148 1148 0 0 0 0 0 0 0 0 0 0

2 10 5 417 0 151 46 220 0 0 0 0 0 0 0

3 8 6 3058 0 0 0 0 276 620 135 630 52 50 1295

Total 4623 1148 151 46 220 276 620 135 630 52 50 1295

Diagram :- Micro Wise Micro no. Micro no.10/2 Micro no.10/5 Micro no.8/6

Area 1148 417 3058

Area of Mecro 8 and 10 to be treated in IWMP water shed

Micro no.10/2

Micro no.10/5

Microno.8

23

2.2.4 Comparative Study of Agriculture Productivity for various crops :- 2.2.4.1 Soyabeen Productivity (Kg/Ha) 2.2.4.2 Maize Productivity (Kg/Ha) Botenical Name Glycine Max Botenical Name Zea Maze Origen India Origen India / Africa India Rajasthan Moikalan India Rajasthan Moikalan 1089 1103 1250 1912 1086 1278

2.2.4.3 Groundnut Productivity (Kg/Ha)

Botenical Name Arachis Hypogaea

Origen India India Rajasthan Moikalan

866 1310 1250

24

2.2.4.4 Wheat Productivity (Kg/Ha) 2.2.4.5 Corriander Productivity (Kg/Ha)

Botenical Name Triticum Aestivum Botenical Name

Coriandrum Sativum

Origen India Origen South West Asia

India Rajasthan Moikalan India Rajasthan Moikalan

2703 2481 3450 1000 1000 1085

2.3 Horticulture Status & Fuel Availability :- There are Eleven Projects of horticulture had been started last year by

agriculture ext. department under Rastriya bagwani mission programme. That is at growing stage not getting economy. In adjoining W/S of DDP

scheme provide horticulture plant to farmers which are full filling there daily needs only. Such that economy or revenue earn is zero. Farmers are full

filling there demand of fuel wood by Babul and it is insufficient. Limited fuel wood available in area. There is no plantation work done to provide fuel

wood at lower cost.

Table 2.3.1 Horticulture & fuel availability

Existing area under horticulture (ha) Existing area under fuel-wood (ha) Existing area under fodder (ha)

Source/ Name of report

Year of reference

Area already under

horticulture


Year of reference

Area already

under fuel-wood


Year of reference

Area under Green Fodder

Villagers by Horticulture Dept.

2009-10 29.84 ha. By Villagers 2009-10 40 ha. By Revenue

Record 2009-10 40 ha.

25

2.4 Live stock status :- In the Moikalan IWMP project, there are 589 cows, 747 buffalos, 657goats, 83 sheeps, 16 bullock. Mainly

cows & buffaloes are of local breeds like Desi & Surti, Murra respectively. Availability of surface water, fodder and pasture for these animals reducing

day by day. Less number of animals survive by eating crop reduces. No permanent pasture is there. Milk production is low in area. Insufficient

production of milk leads poor health to children.

Table 2.4.1 Live stock status Buffalo Cow Goat Sr.no.

Village

No. Milk No. Milk No. Milk

Total

milk

Sheep Bullock Other

1 Ghaukhedi 43 139.75 24 30 8 0.8 170.55 0 1 0

2 Laturi 115 373.75 103 128.75 87 8.7 511.2 0 2 0

3 Latura 22 71.5 22 27.5 0 0 99 50 0 0

4 Dungarpur 73 237.25 50 62.5 25 2.5 302.25 0 2 0

5 Barukhedi 24 78 18 22.5 12 1.2 101.7 0 1 0

6 Bhulahedi 26 84.5 17 21.25 25 2.5 108.25 0 1 0

7 Labaniya 83 269.75 21 26.25 81 8.1 304.1 33 2 0

8 Hanuwatkheda 20 65 36 45 26 2.6 112.6 0 0 0

9 Sunkheda 17 55.25 19 23.75 71 7.1 86.1 0 1 0

10 Bapawarkalan 179 581.75 120 150 157 15.7 747.45 0 3 0

11 Moikalan 145 471.25 159 198.75 165 16.5 686.5 0 3 0

Total 747 2427.75 589 736.25 657 65.7 3229.7 83 16 0

26

Table 2.4.2 Villagewise Availability of Fodder Table 2.4.2 Avaibility of Fodder Village wise

S.No Name of Gram Fodder Production

(Ton)

Remark

(as per table 2.III.3)

1 Gahunkhedi 479.70 Insufficient

2 Bhulahedi 197.10 Sufficient

3 Brukhedi 132.30 Inufficient

4 Latura 340.20 Insufficient

5 Laturi 1485.00 Insufficient

6 Dungarpur 732.60 Insufficient

7 Moikalan 2295.00 Insufficient

8 Sunkeda 378.90 Insufficient

9 Labaniya 298.80 Insufficient

10 Hanuwatkheda 387.90 Insufficient

11 Bapawarkalan 1859.40 Insufficient

Total 8586.90

27

2.5 Demography :-

Table 2.5.1 Watershed Population SC, ST & Landless Population No SC ST Total S.No Description Total No of

household

M F Ch Total No. of .h. Members No. of .h. Members No. of .h. Members

(i) Cultivators 2069 3819 3400 5270 12489 337 1895 115 702 452 2597

(II) Dairying 0 0 0 0 0 0 0 0 0 0 0

(iii) Poultry 0 0 0 0 0 0 0 0 0 0 0

(iv) Piggery 0 0 0 0 0 0 0 0 0 0 0

(v) Landless Agri. Labourers 584 911 955 1455 3321 174 975 59 353 233 1328

(vi) Artisans 43 53 56 64 173 2 4 3 8 5 12

(vii) BPL 879 1117 1082 1282 3481 101 319 18 75 143 394

(viii) Others (specity)

TOTAL 3575 5900 5493 8071 19464 614 3193 195 1138 833 4331

28

2.5.2Activity wise Social Status

Population in No. SC ST Others S.

No. Description

of Households

Total No. of

household M F Ch Total No. of h.h. Members No. of

h.h. Members No. of h.h. Members

1 2 3 4a 4b 4c 4d 5a 5b 6a 6b 7a 7b

(i) Cultivators 2069 3819 3400 5270 12489 314 1702 132 895 1623 9892

(ii) Landless Agri.

Labourers 584 1041 955 1356 3352 174 975 59 353 351 2024

Total 2653 4860 4355 6626 15841 488 2677 191 1248 1974 11916

(iii) Artisans 45 55 59 68 182 2 4 3 8 40 170

(iv) BPL 879 1117 1082 1282 3481 101 317 18 75 760 3089

(v) Dairying 2 6 7 5 18 0 0 0 0 2 18

Categorywiae Household Categorywise Population

488

1974

191

0

200

400

600

800

1000

1200

1400

1600

1800

2000

SC OBC/General ST

2677

11916

1248

0

2000

4000

6000

8000

10000

12000

SC OBC/General ST

29

2.6 Other infrastructure facility available : - IWMP Kota - II watershed is well connected with tahasil Sangod. All villages connected with tar / Gravel roads & electricity. All villages have primary & middle schools. All villages have primary health centre with insufficient staff at Nearest bank & post office is at Gram Panchayat Head Quarter. Private & State transport facility to the villages as there is only five private bus from Sangod.

Other infrastructure facility available Facilities available

Ghaukhedi Laturi Latura Dungarpur Barukhedi Bhulahedi Labaniya Hanuwat kheda

Sunkheda Bapawar kalan

Moikalan

Connected to the main road by an all-weather road

YES YES YES YES NO NO YES NO NO YES YES

Villages provided with electricity

YES YES YES YES YES YES YES YES YES YES YES

No. of households without access to drinking water

All All All All All All All All All All All

No. of educational institutions :

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

P-1 S-1 P-1 P-2 P-1 P-1 P-1 S-1

P-1 P-1 P-1 S-1

HS-1

P-3 S-1

Vocational institution (VI)

NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL

No. of villages with access to Primary Health centre

NIL 1 NIL NIL NIL NIL 1 NIL NIL 1 1

No. of villages with access to Veterinary Dispensary

NIL NIL NIL NIL NIL NIL NIL NIL NIL 1 1

No. of villages with access to Post Office

NIL NIL NIL NIL NIL NIL 1 NIL NIL 1 1

No. of villages with access to Banks


No. of villages with access to Markets/ mandis

NIL NIL NIL NIL NIL NIL NIL NIL NIL 1 NIL

No. of villages with access to Agro-industries


Total quantity of surplus milk

No. of milk collection centers

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

No. of villages with access to Anganwadi Centre

1 1 1 NIL NIL 1 1 1 NIL 5 3

Any other facilities with no. of villages (please specify)


Nearest KVK KOTA KOTA KOTA KOTA KOTA KOTA KOTA KOTA KOTA KOTA KOTA

cooperative society NIL NIL NIL NIL NIL NIL NIL NIL NIL 1 NIL

NGOs NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL

Credit institutions

(i) Bank NIL NIL NIL NIL NIL NIL NIL NIL NIL 2 2

(ii) Cooperative Society

NIL NIL NIL NIL NIL NIL NIL NIL NIL 1 1

Agro Service Centre's NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL

31

2.7 MG NREGA Status :- Table No: 2.7.1 Activity Taken

Activity taken in plan 2011-12 Category 4 Nadi Anicut

Sr. no.

Name of village Total no. of job cards

Total Project area Total Project area Total Project area 1 Ghaukhedi 92 1 0 1 0 0 0 2 Laturi 287 10 1 2 0 0 0 3 Latura 70 10 2 1 0 0 0 4 Dungarpur 107 10 3 1 0 0 0 5 Barukhedi 32 10 2 0 0 0 0 6 Bhulahedi 94 10 2 1 0 0 0 7 Labaniya 157 5 2 0 0 0 0 8 Hanuwatkheda 102 5 2 0 0 0 0 9 Sunkheda 47 5 1 1 0 0 0 10 Bapawarkalan 987 23 5 0 0 0 0 11 Moikalan 755 25 6 4 0 0 0

Table No: 2.7.2 MG NREGAFamily Details SC ST Others Name of

Village No. of Total

Family

No. of

Male

No. of Femal

e

Population No.Fa

mily No.Members

No.Family

No.Members

No.Family

No.Members

Available

Empoyee Family

No.Member

s

Works under MG NREGA

Deepning of existing Talab 2.50 lac Graval Road Nirman 3.45 lac

Forestation work 0.15 lac

Ghaun khedi

92 121 109 230 26 65 0 0 66 165 52 130

Graval Road Nirman 7.6 lac

Graval Road Nirman .91 lac

Deepning of existing Talab 2.43 lac

Bhulahedi

94 135 110 245 0 0 69 173 25 72 70 182


Brukhedi 31 50 35 85 0 0 31 50 0 0 10 27 Graval Road Nirman 1.71 lac

Latura 70 95 80 175 16 39 0 0 54 136 40 104 Deepning of existing Talab 2.18 lac

Dungarpur

107 140 117 257 28 70 10 27 69 160 60 144 Deepning of existing Talab 1.43 lac



Luturi

287 390 370 760 77 194 0 0 210 546 172 460


Graval Road Nirman 8.72 lac Graval Road Nirman 3.75 lac Graval Road Nirman .30 lac

Labaniya 157 210 180 390 13 32 50 170 94 222 105 274

Graval Road Nirman .8 lac Hanuwat

kheda 102 145 125 270 21 53 73 190 8 27 68 208 Deepning of existing Talab

1.13 lac

Sunkheda 47 68 52 120 1 3 0 0 46 117 23 117 Deepning of existing Talab 3.94 lac



Deepning of existing Talab 5.12 lac Deepning of existing Talab 3.95 lac Deepning of existing Talab 4.92 lac




Moikalan 755 982 920 1902 137 329 41 102 577 1471 520 1310


Graval Road Nirman 3.96 lac Graval Road Nirman 5.44 lac



Bapawar

kala 983 1420 1235 2655 247 644 14 35 722 1976 670 1680


This DPR proposed activity for category 4 & Anicuts. We will like to convergence with MG NREGA to work in next year planning.

2.8 Development Indicators :- Stop surface runoff flowing out side from watershed area.

Develop pasture land for villagers to full fill there need of fuel, fodder & stop migration.

Increase productivity per Ha.

Stabiles livelihood supporting activities to support land less labors.

Divert cropping patterns form traditional system to horticulture and modern agriculture practices.

Improve water use efficiency by drip & sprinkler irrigation

Provide potable water for drinking purpose.

Rise in water table at down stream side to the harvesting structure.

34

2.9 Land Holding Details :-

S C S T O B C \ GEN Marginal Farmer

Small Farmer

Big Farmer

Marginal Farmer

Small Farmer

Big Farmer

Marginal Farmer

Small Farmer

Big Farmer

Total BPL No.

Village Name

No Area No Area No Area No Area No Area No Area No Area No Area No Area

Ghaukhedi 6 1.95 2 2.72 1 4.27 0 0 0 0 0 0 22 6.32 11 17.26 30 195.77 17

Laturi 27 9.41 9 14.22 0 0 0 0 0 0 0 0 110 49.29 56 86.65 50 195.06 57

Latura 9 3.6 1 1.04 0 0 0 0 0 0 2 5.58 13 3.14 8 11.76 19 64.98 6

Dungarpur 6 3.02 2 2.23 3 16.4 4 0.74 1 1.97 1 4.26 34 9.07 10 15.64 57 363.2 28

Barukhedi 0 0 0 0 0 0 1 0.01 0 0 25 39.34 1 0.05 1 1.04 5 12.46 2

Bhulahedi 7 1.91 1 1.66 1 2.52 7 1.97 7 10.94 8 35.32 39 15.24 12 18.19 24 66.22 13

Labaniya 14 10.23 4 4.9 6 21.49 15 7.12 3 3.94 11 56.43 17 9.33 14 21.7 9 31.93 38 Hanuwat

kheda 5 2.23 2 3.27 4 13.7 18 5.7 9 13.97 22 108.05 2 0.68 3 4.32 2 7.74 25

Sunkheda 6 1.78 1 1.78 0 0 0 0 0 0 0 0 11 4.39 5 6.62 23 176.91 13 Bapawar

kalan 26 12.21 10 13.92 7 28.48 20 7.4 11 15.51 23 115.63 170 65.02 70 265.69 148 1053.73 439

Moikalan 83 40.7 36 51.15 42 146.1 8 4.09 0 0 1 3.7 227 83.5 110 161.75 161 740.66 242

TOTAL 189 87.04 68 96.89 64 232.96 73 27.03 31 46.33 93 368.31 646 246.03 300 610.62 528 2908.66 880

35

CHAPTER 2 Part II - Technical feature

2.II.1 Revenue Map :- Revenue maps is based on scale 1 : 4000. Revenue records like khasra maps, khasra list has been collected and printed. All records are available at PIA level. Ridge line & contour line has been marked by SRSAC.

2.II.2 Topo Maps / Maps with drainage line :- Revenue maps traced on plastic sheets and scanned by SRSAC. SRSAC marked all topography, D.L.T. It has been attached to DPR annexure.

2.II.3 Ground Water Status

Tubewell Openwell

Name of village No

Water Level

(in Dec. Mtrs.) No

Water Level

Gahunkhedi 48 92 41

Bhulahedi 23 90 11

Brukhedi 15 77 5

Latura 21 74 14

Laturi 101 76 81

Dungarpur 96 75 58

Moikalan 152 75 81

Bapawarkalan 125 77 49

Labaniya 49 74 20

Hanuwatkheda 19 93 18

Sunkeda 14 91 17

DRY

36

2.II.4 Slope Details :- Slope of watershed area (As per Contractors has been marked by SRSAC) :-

Micr no

Name of village Area Highest contour

level Lowest contour

level Level

difference Length of

travel % slope

6 Ghaukhedi 276 279 269 10 1000 1.00 6 Laturi 620 276 271 5 940 0.53 6 Latura 135 273 268 5 230 2.17 6 Dungarpur 630 286 273 13 1850 0.70 6 Barukhedi 52 280 272 8 970 0.82 6 Bhulahedi 50 279 271 8 940 0.85 6 Moikalan 1795 289 276 13 1970 0.66

TOTAL 3558 5 Labaniya 151 274 269 5 680 0.74 5 Hanuwatkheda 46 273 261 12 670 1.79 5 Sunkheda 220 269 261 8 300 2.67

TOTAL 417 2 Bapawarkalan 1148 276 261 15 1240 1.21

TOTAL 1148 It is average slope Maximum slope identified is 2.67 % in micro no 5. There is area shown slope more then 3% in table 2.16.2

Area shown in table more then 3% slope

Micro no Total Area Slope <3% Slope>3% Location of land having more then 3% slope

6 3558 3558 0 0

5 417 417 0 0

2 1148 1148 0 0

Total Area 4623 4623 0 0

37

2.II.5 Available surface runoff :- Available surface runoff Based on average rainfall :- It has been calculated on the basis of Streng's table . Maximum rain fall intensity of area is 12 cm/hr. Total monsoon rainfall 685 mm. per year

Table 2.II.5.1 Total runoff available

Micro no Area % of runoff to

rainfall Yield of runoff from

catchments per ha.(cum.) Total runoff available Type of catchments

2 1148 2.39 1639 44969 Good 5 417 2.39 1639 16334 Good 6 3058 2.39 1639 119788 Good

Total 181091 Run off tapped in existing structure :-

Table 2.II.5.2

Micro no Existing structure

Catchment Area

% of runoff to rainfall

yield of runoff from catchment per ha.(cum.)

Total runoff to be tapped in existing

structure

Type of catchment

Submergence area

average depth (mtr.)

Capacity of structure

Net runoff tapped in existing structure

Westweir Required

Nadi no 1 15 2.39 1639 587 Good 450 3 1350 1350 No

Nadi no 2 3 2.39 1639

113 Good 100 1 100 100 No

Nadi no 3 2 2.39 1639

75 Good 20 3 60 60 No

Nadi no 4 3 2.39 1639

113 Good 95 1.5 142.5 143 No

Nadi no 5 10.5 2.39 1639

397 Good 180 2 360 360 No

Nadi no 6 6 2.39 1639

227 Good 60 1 60 60 Existing

2

Nadi no 7 4 2.39 1639


Total 2135.5

Nadi no 1 10 2.39 1639

378 Good 20 2 40 40 Proposed

5 Nadi no 2 3

2.39 1639 113 Good 20 2 40 40

Proposed

Total 80

Nadi no 1 20 2.39 1639

757 Good 156 2 312 312 Proposed

Nadi no 2 20 2.39 1639

757 Good 345 1.5 517.5 517.5 Proposed

Nadi no 3 8 2.39 1639

313 Good 70 1.5 105 105 Proposed

Nadi no 4 64 2.39 1639

2507 Good 660 2 1320 1320 Proposed

Nadi no 5 12.5 2.39 1639

489 Good 400 2 800 457 No

Nadi no 6 40 2.39 1639

1566 Good 170 2 340 340 Proposed

Nadi no 7 203 2.39 1639

7951 Good 800 1.5 1200 1200 Proposed

Nadi no 8 20 2.39 1639


Nadi no 9 6 2.39 1639

235 Good 15 1 15 15 Proposed

Nadi no 10 64 2.39 1639

2507 Good 150 1.5 225 225 Existing

Nadi no 11 45 2.39 1639

1765 Good 240 2 480 480 Proposed

6

Nadi no 12 125 2.39 1639

4896 Good 700 2 1400 1400 Existing

Total 6387

Balance Run off :- Table 2.II.5.3

Micro No Total available run off Net tapped Runoff Balance Run off

2 44969 2135.5 42833.50 5 16334 80 16254 6 119788 6387 113401

Total 818091 8602 172488.50 We have to design water shed work to check balance runoff by making Earthen bund, Gabiyan Structures,& Anicuts in NRM activity.

39

2.II.6 Soil Map & Soil Details :-

1 Soil Profile

S.No Soil Classes Area (Ha)

1 Clay Loam 2598

2 Black Cotton 1113

2 Soil Depth (CM)

1 0 to 7.5 556

2 7.5 to 45 2042.87

3 above 45 2524.13

Total 5123

3 Soil Fertility Status (Kg/ha)

N 0.52 to 0.55

P 25 to 30

K 336 above

4 Micro Nutrient Range

Zn 1.60 to 1.66

Fe 13.55 to 13.65

Cu 3.90 to 3.95

Mn 37.5 to 37.55

40

2.II.7 Climatic and Hydrological information :-

Name of Agro climatic Zone DDP:- II A

1 Average Annual Rainfall(mm)

S.No Year Average Annual Rainfall(mm)

1 2001 1230 2 2002 438 3 2003 557 4 2004 841 5 2005 774 6 2006 989 7 2007 650 8 2008 567 9 2009 460 10 2010 357

3 Maximum rainfall intensity (mm)

S.No.. Duration rainfall

intensity(mm)

(i) 15 minute duration

40mm

(ii) 30 minute duration

70 mm

(iii) 60 minute duration

120 mm

41

2 Average Monthly rain fall in rainy season

S.No. June July Aug Sept

1 93.42 322.32 216.9 79.2

4 Temperature (Degree C)

S.No.. Season Max Min

(i) Summer Season 48 33

(ii) Winter Season 24 5

(iii) Rainy Season 32 17

2.II.8 :- Erosion status in project Area :- Project Area is effected by water erosion such that loss of soil fertility take

place every year. Production depleting year by year. It is major problem of watershed

Cause

Type of erosion Water erosion

Area affected (ha) Run off(mm/ year) Average soil loss (Tonnes/ ha/ year)

a Sheet 3600

300 5400

b Rill 920

300 1840

c Gully 603

300 4824

Sub-Total 12064

Total for project 12064

42

CHAPTER 2 –Part – III

2.III Problems, Demand & Scope for Compreharsive area development

2.III.1 Natural Resources Management (NRM) :- There is no management to store rain water due to black cotton soil has low

water holding capacity. So runoff water drained out through nalla to river. Soil erosion due to excess rain fall in short duration.

Cultivators are demanding bunding, Talai , Checkdam, Water Harversting Structure in there fields.

To PIA with villagers & Survey the area proposed the Water Harvesting Structures at appropriate place consent with local

farmers.

2.III.2 Agricultural & Horticultural Gap Analysis :- Loss of Agricultural Production due to in proper cultivation. Farmer

have non practice of improved varity ot seeds. They are using excessive use of chemical fertilizers. They are unaware of Crop

Roation practises. Only few farmers of producing horticultural plantation.

To train the farmer for proper cultivation practises. Crop demonstration through improve varity of seeds. In wheat they are using

varities Lockwan / 3077 and proposed to use improved varity of Wheat Raj4037 / Raj3765 / GW177 / GW190. In Soyabean they

are using Varities GS335 / PK472 & proposed to used improve varity of Soyabean JS9560 / JS93-05 / Pratap Soya 1 / NRC7. In

Mustared they are using Pusa Bold / Pusa Jaikisan / RS30 & proposed to used improved varity of Mustared DMH-1/ Vasundhara

/ RN-393 (Aravali). In Gram they are using varities Desi / Daud Yellow & prposed to used improved varity of gram GNG 149 /

C235 / BG-256. In Corriander they are using varities Desi & proposed to used improved varity of coriander RCR-436 / RCR-41 /

RCR-684 / RCR-20. In Maize they are using varities Desi Ganga-2 & Ganga -5 & proposed to used improved of Maize Mahi

Kanchan / Mahi Dhanan / Navjot. To tained farmers for organic manurring and associate with horticultural department for drip

irrigation in horticultural plantation.

2.III.3 Live Stock Gap of Fodder Availability -

S.No Name of Gram Fodder (Ton) Production of Fodder

(Ton)

Gap in Availability &

Production (Ton)

1 Gahunkhedi 479.70 289.00 190.70

2 Bhulahedi 197.10 426.50 0

3 Brukhedi 132.30 94.20 38.10

4 Latura 340.20 85.00 255.20

5 Laturi 1485.00 611.50 873.50

6 Dungarpur 732.60 546.75 185.25

7 Moikalan 2295.00 1560.50 734.5

8 Sunkeda 378.90 96.50 28.40

9 Labaniya 298.80 80 218.80

10 Hanuwatkheda 387.90 70.00 317.90

11 Bapawarkalan 1859.40 740.00 1119.40

Total 8586.90 4599.95 3961.75

44

2.III.4 Livelihood :-

Following works have been proposed through watershed program so that village community get regular employment

after completion of period. During program every work will be done by uges group & they will get labour so that they will have

get employment.

Farmers who have sufficient source of water in their field. They will gained for Horticulture plantation & Kitchen

garden so that they can have extra income through cash crop along with agriculture crops.

Farmers who have no source or limited source of water in their fields Agro forestry plants will be provided to them of

cost to raise there income.

Land less families have been identified according to their interest training will be provided. They are interested in work

like Floor Mill / Kirana Shop/ Cycle Reparing / Tea Stall & Manufacturing of Disposals / Candels etc. After training they will get

revolving funds from watershed for self employment to raise the Socio economic condition.

Formation of self help group. Get them trained are linkage with banks for self employment.

Un encroachment of available pasture land and developed with the horticulture plantation such as Awala, Boor,

Karonda through National Horticulture. It will create the income of Gram Panchayat.

45

CHAPTER – III PROPOSED DEVELOPMENT PLAN

A – Prepration Phase Activities Capacity Building and EPA

B – Natural Resource Management

C – Production System & Micro Enterprises

D – Production System & Micro Enterprises Agriculture &

Non Agriculture

E – Livelihood Activities for Assetsless Persons

Chapter I I I Proposed Development Plan

(A) 3.1 Preparatory phase activities capacity building trainings & EPA

Micro No. 2 Micro No. 5 Micro No.6 Total Activity

No Unit Cost

Total Cost

No Unit Cost

Total Cost No Unit Cost

Total Cost

No Unit Cost

Total Cost

Admn. 55.47

Monitoring 5.54

Evaluation 5.54

EPA 22.19

I & CB 27.74

DPR 5.54

Total (A) 122.02

(B) 3.2 Natural resource management

Conservation measures for arable land

Earhen Check dam with waste weir

15 0.265 3.975 10 0.265 2.65 113 0.265 29.945 138 0.265 36.57

Field Bunding (KM) 100Mtr/ Hect. 114.80 0.095 10.90 41.70 .095 3.96 305.80 0.095 29.05 462.30 .095 43.91

Talai with Waste Weir 1 3.50 3.50 0 0.00 0.00 4 3.50 14.00 14 3.50 17.50

Well Recharge structure 10 0.095 0.95 10 0.10 0.95 32 0.095 3.040 52 0.095 4.94

Conservation measures for Non arable land

Talai 4 3.50 14.00 1 3.50 3.50 7 3.50 24.50 12 3.50 42.00

Drainage line treatment

Gabian 10 0.24 2.40 6 0.24 1.44 32 0.24 7.68 48 0.24 11.52

Nalla Bunding (Mtrs) 5000 153.00 7.65 1500 153.00 2.30 9000 153 13.77 15500 153 23.72

Retaining Wall 1 2.00 2.00 1 2.00 2.00 3 2.00 6.00 5 2.00 10.00

Anicut (NEW)

HW 10.00 Mtr. 3 5.00 15.00 2 5.00 10.00 8 5.00 40.00 13 5.00 65.00

HW 15.00 Mtr. 0 0 0 0 0.00 0.00 3 6.25 18.75 3 6.25 18.75

46

HW 20.00 Mtr. 2 7.12 14.24 0 0.00 0.00 0 0 0 2 7.12 14.24

HW 25.00 Mtr. 1 8.27 8.27 0 0.00 0.00 2 8.27 16.54 3 8.27 24.81

Wasteweir (NEW) 0 0 0 2 1.55 3.10 7 1.55 10.85 9 1.55 13.95

Wasteweir (Reparing of Old Structure)

1 1 2 5.94

Total (B) 332.85

( C ) 3.3 Production System and micro enterprise (I) Production measures for Arable land pasture

Production measures for arable land pasture (10 Ha./ 5Ha. Each)

1 10.42 10.42 2 10.42 20.84 1 10.42 10.42 4 10.42 41.68

Vermi compost 31 0.02 0.62 8 0.02 0.16 62 0.02 1.24 101 0.02 2.02 Crop Demostration 40 0.045 1.80 19 0.045 0.86 90 0.045 4.05 149 0.045 6.77 Kitchen Kit (Vegetable) 41 0.006 0.25 82 0.006 0.492 252 0.006 1.512 375 0.006 2.25

(II) Live Stock

Live Stock (Camps) 10 0.05 0.50 30 0.05 1.50 70 0.05 3.5 110 0.05 5.50

Breed Improvement 0.25 0.75 1.75 2.75

(III) Micro Enterprise

Fodder Bank 1 5.48 5.48

Livelihood Activities for BPL & Land Less Farmers

13.80

Storage Unit of Onion / Garlic 6 0.5 3.00

Total (C) 83.25

(D) Consolidation Phase 16.64

Grand Total 554.76 Action plan prepaired on the basis of SRSAC contour mep of area & field visit in PRA . It development on need & demand basis. 47

3.4 Production System & Micro Enterprises Agricultur based & Non Agricultur :-

3.4.1 Fodder Bank -

Introduction :

“The fodder bank technology is a farming practice whereby leguminous shrubs and grass species are grown and storage on a farm to

provide fodder for livestock sector.” It provides a wide range of animal products that are rich in high quality proteins and have the potential

as good and sustainable sources of income in many areas. However, lack of fodder in terms of quality and quantity, is one of the major

constraints towards the low productivity of cattle in Eval watershed Project.

The fodder bank ensures fodder availability which in turn reduces the distressed migration of the people resulting in sustainable livelihood

opportunities and enhances natural resource security in the project area.

Objective of a fodder bank:

1. Build a local fodder bank and organize the distribution of fodder during drought and scarce situation.

2. Establish and maintain village fodder farm in the community grazing area, and allocate the community land for fodder production,

in association with dairy co-operatives.

3. Control regulates and charge in the community grazing and pastures lands.

4. Undertake the distribution of fodder seeds and slips in the village.

48

Primary problem of the project

Eval village comes under totally rainfed agriculture because of this migration percentage is very high. Soil is very suitable for fodder crop

mainly sorghum but due the scarcity of irrigation water only one crop can be taken throughout the year. So fodder bank play an important

role to solve this problem. Majority of farmers own less than 2.5ha of land for food and fodder production but lack of irrigation water has

made these lands unproductive. The concept of fodder bank can overcome the problem of seasonal feed shortage, migration and poor

animal performance.

It is the milch animal, which is the worst affected during these periods of drought, due to lack of productivity of sufficient fodder and

water. As a result, the poor are forced to let go with their animals in search of fodder and green pastures to other parts of the state. This

eventually this leads to colossal loss of income generating assets, poor demographic profile of village and low education level of their

children.

Even in good years, during the harvesting season, the poor tend to sell their crop residue or fodder to earn cash. At such time when supply

is higher than demand, they are not able to sell fodder at remunerative prices. The same fodder is bought back by them, mostly at higher

prices during the months of scarcity.

To meet the critical needs of fodder, especially for the poor families and protect them from inordinately high prices during the summer

months, fodder banks are proposed to be setup at the village level

Feasibility of Fodder Bank:

A detailed survey and PRA was conducted in watershed area. The number and type of cattle as well as the fodder production capacity of

the village was collect during these surveys. In focused group discussion several factors like the various types of fodder available locally,

the quantity of fodder to be stored in the fodder bank, the size of fodder bank, the amount of finances required to operate a fodder bank etc

were discussed with the farmers, User group and Watershed committee. The fodder bank should be sustainable and towards that, the sale

price of fodder should cover operating costs and losses in storage. All these decisions were taken jointly with the member of operating

fodder bank.

49

3.4.2 Storage Unit of Onion / Garlic: -

In Project Area culivators are producing Garlic & Onion in some part of Gram Panchayat Laturi. They have the major problem of

storage. They are not position to storage of Garlic & Onion at safe place. That why they are not getting proper market price in off seasion.

For betlerment of Cultivator project will intall a storage unit of onion / Garlic in Laturi Village. So they can keep their products

through the year.

The Rajasthan Horitcultur development society Jaipur will provided 50% subsidy in the installation cost of storage unit.

50

3.5.1 SHG Groups Table 3.5.1 New SHG Group

Sr.

No. Name of SHG Members

Activity

involved Monthly income Fund available Connectivity Bank Source of assistance

Training

received

1 Shanti 11 Small saving 100 Nill - IWMP KOTA - II Nill

2 Laxmi 10 Small saving 100 Nill - IWMP KOTA - II Nill

3 Arati 12 Small saving 50 Nill - IWMP KOTA - II Nill

4 Bhagalaxmi 12 Small saving 50 Nill - IWMP KOTA - II Nill

5 Shivni 14 Small saving 50 Nill - IWMP KOTA - II Nill

6 Nandni 12 Small saving 50 Nill - IWMP KOTA - II Nill

7 Laxmi 11 Small saving 100 Nill - IWMP KOTA - II Nill

8 Kisan 11 Small saving 100 1100 HKGB Kamolar IWMP KOTA - II Nill

9 Akshita 10 Small saving 50 1000 HKGB Moikalan IWMP KOTA - II Nill

10 Saraswati 10 Small saving 50 2500 HKGB Moikalan IWMP KOTA - II Nill

11 Indra Gandhi 10 Small saving 100 5257 HKGB Moikalan IWMP KOTA - II Nill

12 Pratibha 10 Small saving 100 4057 HKGB Moikalan IWMP KOTA - II Nill

13 Saniya 10 Small saving 100 1037 HKGB Moikalan IWMP KOTA - II Nill

51

Table 3.5.2 Existing SHG Groups

1 Tosiba 10 - 500 9292 - - -

2 Parvati 10 - 500 11844 - - - 3 Khushi 10 - 500 8228 - - - 4 Rajeevgandhi 10 - 500 7616 - - - 5 Roji 10 - 500 1072 - - - 6 Best 10 - 1000 14192 - - - 7 Saraswati 10 - 500 2500 - - - 8 Durga 10 - 200 4000 - - -

9 Shakti 10 - 100 3500 - - -

10 Peerbaba 10 - 100 2500 - - - 11 Laxmi 10 df̀"k 1000 15000 60000 HKGB. Bapawar -

12 Arati 10 df̀"k 1000 11000 60000 HKGB. Bapawar -

13 Gayatri 10 - 500 15000 - - -

14 Laxmi 10 - 200 17000 30000 Co.operative Bank Bapawar

-

15 Pooja 10 - 500 17000 - - -

16 Parvati 10 - 200 17000 30000 Co.operative Bank Bapawar

-

17 Bhawani 10 - 500 19000 20000 Co.operative Bank Bapawar

-

18 Ganesh 10 - 200 20000 30000 Co.operative Bank Bapawar

-

19 Rajlaxmi 10 - 200 8000 - - - 20 Vijaylaxmi 10 - 200 5000 - - -

21 Santosh 10 - 200 2200 - - -

22 Mohini 10 - 200 2000 - - -

23 Gayatri 10 - 200 2000 - - -

24 Rajlaxmi 10 - 200 10000 - - -

25 Arati 10 - 200 2000 - - - 26 Aman 10 - 500 3000 30000 HKGB. Bapawar -

27 Lucky 10 - 500 3500 - - -

28 Radhaswroop 10 - 500 2500 - - -

29 Chandresh 10 500 3500

52

CHAPTER –IV A – Technical Design & Estimate for Proposed Activities

B - Convergence

4.1 Name of Work - Construction of Earthen Checkdame Cost per 30 mtr length S.No Particulars No Length Width,

m Height,

m Quantity

M3 Rate *

Rs. Per M3 Amount

Rs

1 Dag Belling 5 Cm to 7.5 Cm 2 30.00 60.00 0.33 19.80

2 Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.

1 30.00 2.40 1.20 86.40 85.00 7344.00

3 Seeding of Ratan Jot on the Bund 3 30.00 0.00 0.00 90.00 0.44 39.60

4 Overseding of Grass stylo Ameta 3 30.00 0.00 0.00 90.00 0.44 39.60

5 Cost of Ratan Jot Seed (0.2 Kg/100 Mtr.) 0 0.00 0.00 0.00 0.60 26.00 15.60

6 Cost of Stylo Ameta Seed 0 0.00 0.00 0.00 0.60 30.00 18.00

Sub Total 7476.60

Say 7500.00

Cost of Westweir (3mtr. Length) 19000.00

Grand Total 26500.00

Name of Work - Construction of Earthen Checkdame

0.60mtr

1:1.5 1.20

Mtr

4.8 mtr

X Sectional Digram 53

4.2 Name of Work - Construction of West Wear at Agriculture Land Length of Headwall 3 Mtrs S.No Particulars No Length Width,

m Height, m

Quantity M3

Rate * Rs. Per M3

Amount Rs

1 E/W in Excavation in foundation in had Soil 1 3.00 0.60 0.90 1.62

2 1.50 0.60 0.90 1.62

2 1.00 0.60 0.90 1.08

1 3.00 1.00 0.40 1.20

1 3.00 0.45 0.90 1.21

6.73 92.00 619.16

2 P/L C.C (1:4:8) with 40 MM. Grit including comp etc. 1 3.00 0.60 0.30 0.54

2 1.50 0.60 0.30 0.54 2 1.00 0.60 0.30 0.36 1 3.00 1.00 0.15 0.45 1 3.00 0.45 0.30 0.41 2.30 1893.00 4344.44

3 50 MM thick Cement Concret 1:2:4 mixed with 12 MM aggregate size

1 3.00 0.60 1.80

2 1.50 0.60 1.80

1 3.00 0.30 0.90

2 1.00 0.45 0.90

5.40 206.00 1112.40

4 RR Stone Mensory in CM 1:6 for foundation & Plinth 1 3.00 0.60 0.60 1.08

2 1.50 0.60 0.60 1.08

2 1.00 0.60 0.60 0.72

1 3.00 0.45 0.60 0.81

3.69 1570.00 5793.30

54

S.No Particulars No Length Width, m

Height, m

Quantity M3

Rate * Rs. Per M3

Amount Rs

5 SS WORK 1 3.00 0.60 0.60 1.08

2 1.50 0.60 0.80 1.44

2 1.00 0.60 0.60 0.72

1 3.00 0.45 0.30 0.41

3.65 1570.00 5722.65

6 RR Stone Kharanja with Cement Motor (1:6) 1 3.00 1.00 3.00 319.00 957.00

7 Flushed ruled pointing with CM (1:3) 1 3.00 0.60 1.80

4 1.50 0.60 3.60

2 1.00 0.60 1.20

2 3.00 0.30 1.80

8.40 49.80 418.32

G.Total 18967.27 Say 19000.00

55

4.3 Name of Work - Construction of Madebandi on Arable Land S.No Particulars No Length Width,

m Height, m Quantity

M3 Rate * Rs. Per M3

Amount Rs



1 100.00 1.43 0.75 106.88 85.00 9084.38





Sub Total 9447.98

Say 9500.00

Name of Work - Construction of Madebandi on Arable Land

0.30Mtr

1:1.5 0.75 Mtr 2.55 mtr

X Sectional Digram 56

4.4 Name of work :Construction of new talai with wasteweir

A Earthwork in excavation in hard soil for bund with initial lead&lift G.P. P.S Sangod

Length 100 TW 2 Detail S.

No. ITEM

Length Top Width Bottom width Ht/Depth Qty

Unit RATE Amount

1 Excavation of earth 100 2.00 11.00 3.00 1950.00 cum 85.00 165750.00

2 Lift (50%) 1 975.00 cum 11.00 10725.00

3 Lead (50%) 1 487.50 cum 33.75 16453.13 Total 192928.13 Total A 192928.13

B Construction of west weir at side Detail S.

No. ITEM

No. L B Ht/Depth

Qty. Unit RATE Amount

1 Excavation of earth

Head wall 1 10.00 0.90 2.00 18.00

Sidewall 2 4.50 0.60 2.00 10.80

Wingwall 2*2 3.00 0.60 1.20 8.64

Toewall 1 10.00 0.60 0.90 5.40

Apron 1 10.00 3.00 0.75 22.50

65.34 cum 92.00 6011.28

2 CC 1:4:8 Headwall 1 10.00 0.90 0.15 1.35

Sidewall 2 4.50 0.60 0.15 0.81

Wingwall 2*2 3.00 0.60 0.15 1.08

Toewall 1 10.00 0.60 0.15 0.90

Apron 1 10.00 3.00 0.15 4.50

8.64 cum 1952.00 16865.28 3 RR in foundfation Headwall 1 10.00 0.90 1.85 16.65

Sidewall 2 4.50 0.60 1.85 9.99

Wingwall 2*2 3.00 0.60 1.05 7.56

Toewall 1 10.00 0.60 0.60 3.60

Toewall 1 10.00 0.45 0.45 2.03

39.83 cum 1570.00 62525.25

57

S. No.

ITEM Detail Qty. Unit RATE Amount S. No. ITEM Detail Qty.

4 RR in super structure Headwall 1 20.00 (0.9+.60)/2 0.60 9.00

Sidewall 2 4.50 (0.60+0.45)/2 1.80 8.51

Wingwall 2*2 3.00 (0.60+0.45)/2 1.80 11.34

28.845 cum 1570.00 45286.65

5 Khuranja 1 10.00 3.00 30.00 Sqm 319.00 9570.00 6 Coping 1*8*0.60+1*8*0.45+2*4.5*0.45+2*2*3*0.45 17.85 Sqm 206.00 3677.10 7 Pointing 1*8*0.60+2*4.5*1.80+2*2*3*1.80 42.60 Sqm 49.80 2121.48

8 Plaster 1*8*0.6+1*8*0.30 7.20 Sqm 146.00 1051.20

Total 147108.24

Total C

TOTAL A+B 340036.37 Add 3% cont. 10201.09095

Grand Total 350237.46

Say 350000

58

4.5. Name of Work – Dug well Recharge Structure based on GBSR 2011

Details and Abstract of Cost S.No Name of Item Nos. Lengths (Mtrs) Width

(Mtrs)

Height /

Depth

(Mtrs)

Total

Quantum

Rate Amt.

Earthwork in excavation in pit for hard kinds of

Soil.

2.2 1.7 1.8 6.73 Cum 1

Trench for Pipe

1

6 0.5 1.55 4.65 Cum

Total 11.38 Cum 92 1046.96

2 P.V.C. Pipe 160mm dia 1 6 6.00mtr

Total 6.00mtr 200 1200

2 2.2 - 1.8 7.92 Sq.m

2 - 1.5 1.8 5.40 Sq.m

1 - 1.5 1.5 2.25 Sq.m

3 Half brick masonry in Cement Mortar 1:6

Total 15.57 Sq.m 265 4126.05

4 Locally available boulder required for filling in

pit

2 1.5 0.4 1.20 Cum 576 691.2

5 Locally available gravel required for filling in

pit

2 1.5 0.3 0.90 Cum 199 179.1

6 Coarse sand required for filling in pit 2 1.5 0.3 0.90 Cum 693 623.7

7 20 mm thick cement plaster in 1:6 required for

the walls of the pit

10 (perimeter of

pit)

1.5 15 Sq.m 87 1305

Total 9172.01

Containgency 3% 275.46

Total 9447

Say 9500

59

Drawing

2.20

1.70

Drawing

2.20

Sand 0.30 1.70

Graval '0.30

Boulder 0.40 X Section

Dugwell Recharge

60

1.30 1.50

0.60

4.6 Name of Work - Construction of Gavioun Checkdame S.No Particulars No Length Width, m Height, m Quantity

M3 Rate * Rs. Per M3

Amount Rs



1 8.00 1.80 0.90 12.96 92.00 1192.32

3 Dry Stone mesonery in Foundation & upto Plinth 1 8.00 1.80 0.90 12.96

1 8.00 1.20 0.30 2.88

1 8.00 0.90 0.30 2.16

18.00 950.00 17100.00

4 4 MM thick GI Wire Gavioun Jali (15 * 15 CM) with IS Code binding

1 8.00 1.80 14.40

1 8.00 1.20 9.60

1 8.00 0.90 7.20

2 8.00 1.00 16.00

47.20 69.70 3289.84

5 50 MM thick Cement Concret 1:2:4 mixed with 12 MM aggregate size

1 8.00 0.30 2.40

1 8.00 0.30 2.40

1 8.00 0.90 7.20

12.00 177.00 2124.00

Sub Total 23711.44

Say 24000.00

61

4.8 Name of Work -Construction of Anicut Gram_ G.P. Length 15.00 Mtr. Height 1.90 Location - Item No. Of GKN-10

S.No. Item No. L B H Qty. Amount Labour Component

1 Earth work in excavation in

foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

(a) Ordinary Rock HW 1x15x(3+0.45)x2.5 129.375 cu.m L 68 COT 0.000 cu.m Total- 68 SideWall with DS 2x7.8x1x2.5 39.000 cu.m WW-US-1 1x2.4x1x2.5 6.000 cu.m WW-US-2 1x2.4x1x2.5 6.000 cu.m WW-DS-1 1x2.4x0.9x1.2 2.592 cu.m WW-DS-2 1x2.4x0.9x1.2 2.592 cu.m HWE 2x3.3x1.41x(3.7+1.9) 52.114 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x15x4.8x0 0.000 cu.m TW 1x15x0.6x1.02 9.180 cu.m Hard soil Total 246.853 cu.m Labour @ Rs. 92 Cu.m. Labour 22710.48 @Rs. 92 Cu.m. Rs. 22710.48 122 2 Providing and laying cement

concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

(a) 1 cement : 3 sand : 6 aggregate HW 1x15x3x0.3 13.500 cu.m Other-L

252.55 COT 0.000 cu.m

Total- 2157 SideWall with DS 2x7.8x1x0.15 2.340 cu.m WW-US-1 1x2.4x1x0.15 0.360 cu.m WW-US-2 1x2.4x1x0.15 0.360 cu.m WW-DS-1 1x2.4x0.9x0.15 0.324 cu.m WW-DS-2 1x2.4x0.9x0.15 0.324 cu.m HWE 2x3.3x1.41x0.15 1.396 cu.m HWE-2 0x2.1x0.9x0.15 0.000 cu.m Apron 1x15x4.8x0.15 10.800 cu.m TW 1x15x0.6x0.15 1.350 cu.m Total 30.754 cu.m. Labour @ Rs. 252.55 Cu.m. Labour 7766.92 @Rs. 2157 Cu.m. Rs. 66336.38 121 3 Random Rubble stone masonry for foundation and plinth in cement sand

mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls. HW 1x15x2.7x(2.5-0.3) 89.100 cu.m Other-L

357 HW-plinth 1x15x2.7x0.3 12.150 cu.m

Total- 1570 SideWall with DS 2x7.8x1x(2.5-0.15) 36.660 cu.m WW-US-1 1x2.4x1x(2.5-0.15) 5.640 cu.m WW-US-2 1x2.4x1x(2.5-0.15) 5.640 cu.m WW-DS-1 1x2.4x0.9x(1.2-0.15) 2.268 cu.m WW-DS-2 1x2.4x0.9x(1.2-0.15) 2.268 cu.m HWE 2x3.3x1.41x(3.7-0.15) 33.036 cu.m HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m TW 1x15x0.6x(1.02-0.15) 7.830 cu.m Total 194.592 cu.m. Labour @ Rs. 357.00 Cu.m. Labour 69469.34 @Rs. 1570 Cu.m. Rs. 305509.44 4 Random rubble stone masonry in superstructure up to 4.5Mtr. height above plinth level in cement

sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 c HW 1x15x[(0.8+2.7)/2]x1.9 49.875 cu.m. Other-L

357 SideWall with DS 2x7.8x[(0.45+1)/2]x3.23 36.531 cu.m.

Total- 1570 WW-US-1 1x2.4x[(0.45+1)/2]x[(3.23+3.23)/2] 5.620 cu.m. WW-US-2 1x2.4x[(0.45+1)/2]x[(3.23+3.23)/2] 5.620 cu.m. WW-DS-1 1x2.4x[(0.45+0.9)/2]x[(3.23+1.2)/2] 3.588 cu.m WW-DS-2 1x2.4x[(0.45+0.9)/2]x[(3.23+1.2)/2] 3.588 cu.m HWE 2x3.3x[(0.45+1.41)/2]x3.23 19.826 cu.m HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m TW 1x15x[(0.45+0.6)/2]x0.45 3.544 cu.m Total 128.192 cu.m Labour @ Rs. 357.00 Cu.m. Labour 45764.54 @Rs. 1570 Cu.m. Rs. 201261.44

67(A) 5 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished :

(a) 25mm Thick HW 1x15x[(2.5-0.3+0.3)+1.9+[Sqrt{(1.9^2)+((2.7-0.8)^2)}]] 106.305 Sq.m. SideWall with DS 2x7.8x[(2.5-0.15)+3.23] 87.048 Sq.m. Other-L

67.9 WW-US-1 1x2.4x[(3.23+3.23)/2] 7.752 Sq.m.

Total- 146 WW-US-2 1x2.4x[(3.23+3.23)/2] 7.752 Sq.m. WW-DS-1 1x2.4x[(3.23+1.2)/2] 5.316 Sq.m. WW-DS-2 1x2.4x[(3.23+1.2)/2] 5.316 Sq.m. TW 2x15x0.45 13.500 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 232.989 Sq.m. Labour @ Rs. 67.90 Sq.m. Labour 15819.95 @Rs. 146.00 Sq.m. Rs. 34016.39 6 Earth Filling including watering ramming consolidation and dressing complete including al Other-L

85 Deduction as per item No.1 -246.853 Cu.m.

Total- 85 Filling in between US & DS W.Walls 2x[7.8+(7.8+2.4)]/2x2.0784x3.23 120.838 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total -25.233 Cu.m. Labour @ Rs. 85.00 Cu.m. Labour 0.00 @Rs. 85.00 Cu.m. Rs. 0.00 123 7 Providing and laying cement concrete including curing compaction etc complete using stone

aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.

(a) 1 cement : 2sand : 4aggregate HW 15x0.8x0.1 1.200 cu.m Other-L

316.3 Coping [2.4+2.4+2.4+2.4]x0.45x0.05 0.216 cu.m

Total- 2710 SideWall with DS 2x7.8x0.45x0.05 0.351 cu.m Apron 15x4.8x0.15 10.800 cu.m TW 15x0.45x0.1 0.675 cu.m HWE 2x3.3x0.45x0.05 0.149 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m Total 13.391 cu.m. Labour @ Rs. 316.3 Cu.m. Labour 4235.57 @Rs. 2710 Cu.m. Rs. 36289.61 8 Supply & Spreading quary rubbish under pitching (Item No.-85) Other-L

18 25x2.019x0.10 5.048 cu.m

Total- 199 25x2.019x0.10 5.048 cu.m

Total 10.095 cu.m Labour @ Rs. 18.00 Cu.m. Labour 181.71 @Rs. 199.00 Cu.m. Rs. 2008.91 9 Random rubble stone kharanja under floor in CM 1:6 as per GKN Rates Apron 15x4.8 72.000 Sqm Other-L

108.2 Total 72.000 Sqm

Total- 319 Labour @ Rs. 108.20 sqm Labour 7790.40 @Rs. 319.00 sqm Rs. 22968.00 10 Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S

Side with all lead & lift 1x15x0.45x2.5 16.875 cum Other-L

100

Total- 200 Total 16.875 cum Labour @ Rs. 100.00 Cu.m. Labour 1687.50 @Rs. 200.00 Cu.m. Rs. 3375.00 11 RR Dry Stone Pitching of Course Rubble 25x2.02 x 0.23 11.615 cum Other-L

174.75 25x2.02 x 0.23 11.615 cum

Total- 839 Total 23.230 cum

Labour @ Rs. 174.75 Cu.m. Labour 4059.44 @Rs. 839.00 Cu.m. Rs. 19489.97

total 605428.79 3%contigence 18162.8637 G total 623591.65 say 625000.00 Note - 1-Foundation depth should not be more than 2.50 Mtr.

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

J.En. A.En./ Ex.En.

67

COST

625000.00

Name of Work - Construction of Anicut

Gram- AS No.-

GP- Date-

PS- SSSSSSangod Amount- 625000.00

Work CODE - Time of Completetion-

2 month

Location- & River/Nala/W.Weir nala

Scheme-I W M P. COT Required Y/N - nala

B H 0.6 0.6

AREA in Hact. 50 Hact. Over Burden 1.2

Crest Length 15 Mtr. D/S Wing Wall Additional Length 1.5 Designed

Length 0.9

Height of Anicut 1.9 Mtr. U/S Wing Wall Additional Length 1.5 Designed

Length 0.9

Plinth Ht. Of HW 0.3 Mtr. Top Width of Side Wall & W.Wall 0.45

Fetch Length 1 Km TW - Top Width 0.45 Density of Masonary-p 2.3 t/cum TW Ht 0.45

Depth of Foundation 2.5 Mtr.

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base

W.Th-Top SS-H1 SS-H2

HW 1 15 3 2.5 0.3 2.7 0.8 1.9 SideWall with DS 2 7.8 1 2.5 0.15 1 0.45 3.23 WW-US-1 1 2.4 1 2.5 0.15 1 0.45 3.23 3.23 WW-US-2 1 2.4 1 2.5 0.15 1 0.45 3.23 3.23 WW-DS-1 1 2.4 0.9 1.2 0.15 0.9 0.45 3.23 1.2 WW-DS-2 1 2.4 0.9 1.2 0.15 0.9 0.45 3.23 1.2 HWE 2 3.3 1.41 3.7 0.15 1.41 0.45 3.23 3.23 HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6

Apron 1 15 4.8 0 0.15 TW 1 15 0.6 1.02 0.15 0.6 0.45 0.45 Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0 Embk-2 25 1.875 4.375 1 1.5 0 Pitching Y/N y COST 0.00 Pitching Thick. 0.23 Coping on WW 0.05

Coping on HW 0.1

CC in Apron 0.15

HYDAULIC DESIGN Q = CIA/36

C - Runoff Coffieient 0.5 Runoff Coffieient for SOIL

Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1 A - Area in Hact. 50 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Gahukheri anicut 6.25 Cum/Sec

Q = CA3/4 C = 11.4 11.4 A - Area in SqKm 0.5 Q= 6.778 Cum/Sec

Discharge Max.of both Q= 6.778 Cum/Sec Depth of Flow(Flood Lift) Q=CdLh3/2 Cd -Cofficient of discharge for broad crested weir 1.71 L - Crest Length 15 hf=(Q/CdL)3/2 hf= 0.412 Mtr. Say 0.4 Mtr. Free Board - Hf fb=hw hw=0.384(F)1/2+0.763-0.217(F)1/4

F - Fetch Length in Km 1 hw= 0.93 Mtr. Say 0.93 Mtr. Hf = h + hw 1.33 Mtr. Say 1.3 Mtr.

STRUCTURAL DESIGN Head Wall

Bottom Width b = (H+hf)/(p-1)1/2 2.02 Mtr. Say 2 Mtr.

Top Width a = b - ( 0.80 x H) 0.48 Mtr. a = 0.55 x (H)1/2 0.76

Say 0.8 Mtr. Width of Concrete Bed = b + 0.3 2.3 Mtr.

Head Wall Extenion

Length = H + h + 1.00 3.3 Mtr. Top Width 0.45 Mtr.

Bottom Width = 0.45+0.30( H + FreeBoard) 1.41 Mtr. Depth of Foundation =2.5+Over Burden 3.7 Mtr.

Length of Apron = 0.696 x C x (H)1/2

C- Bligh's Cofficient=5 4.8 Mtr. Say 4.8 Mtr.

Thickness of Apron t = (H/1.811)1/2 1.02 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr. Side Wall

Length= 1.75H+0.75h+0.45 4.075 Mtr. Adopt Length of Side Wall=Apron 4.8 Mtr.

Height at Head Wall extenion Junction H+Flood Lift+FreeBoard 3.23 Mtr.

Height at Wing Wall Junction 1.50 x Flood Lift 0.6 Mtr.

Top Width 0.45 Mtr. Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.02 Mtr.

Say 1 Mtr. D/S Wing Wall

Length =2.25 x Flood Lift 0.9 Mtr. Length 2.4 Mtr.

Top Width 0.45 Mtr. Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.63 Mtr.

Adopt 0.9 Mtr. Height= 1.50 x Flood Lift 0.6 Mtr.

U/S Wing Wall Length =2.25 x Flood Lift 0.9 Mtr.

Length 2.4 Mtr. Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.63 Mtr. Adopt 0.9 Mtr.

Height = H+ Flood Lift+ Free Board 3.23 Mtr. Toe Wall Top Width 0.45 Mtr. Height 0.45 Mtr.

Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr. Adopt 0.6 Mtr. Depth of Foundation= Thickness of Apron Calculated 1.02 Mtr.

FORCES Vertical Forces Horizontal Forces Moment at Toe

V H

Lever arm from Toe

Mr Mo W1=axHxLxp 0.8x1.9x1x2.3 3.50 1.6 5.59

W2=1/2(b-a)xHxLxp 1/2x(2-0.8)x1.9x1x2.3 2.622 0.8 2.1

W3=aXhxLxw 0.8x0.4x1x1 0.32 1.6 0.51 P1=wxh X H 1x0.4x2.3 0.92 0.95 0.87

1x(1.9x1.9)/2 1.805 0.63 1.14 0.50x1x1.9x2/2 -0.95 1.33 1.26 5.49 2.73 8.20 3.27 CHECK FORMULA VALUES LIMITS REMARK

Over Turning ∑Mr / ∑Mo 8.2 / 3.27 2.51 >1.5 SAFE Sliding µ∑V / ∑H 0.65x5.488 / 2.725 1.31 >1 SAFE Stress at Toe (∑V/b)x(1+6e/b) (5.488/2)x{1+(6x0.1/2)} 3.57 <10 SAFE Stress at Heel (∑V/b)x(1-6e/b) (5.488/2)x{1-(6x0.1/2)} 1.92 >0 >0 SAFE Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2/2)-(4.93/5.488) 0.1 <0.33 <b/6 SAFE

71

4.9 Name of Work - Construction of Bank Stablization of Existing Nala

S.No Particulars No Length Width, m Height, m Quantity M3

Rate * Rs. Per M3

Amount Rs



1 100.00 1.95 0.90 175.50 85.00 14917.50





Sub Total 15281.10

Say 15300.00

73

Figure of Bank Stablization of Existing Nala

0.60 Mt

1:1.5

0.90 mtr

3.30 Mtr

74

ABSTRACT

4.10 Name of work-Development of Pasture Area 1 ha

S.NO Name of work Cost per Ha Area (Ha) Total for

10ha

1 Construction of Stone wall fencing 1 ha 41100 10 411000

2 Construction of Vegetative Contur Hadge 1 ha 11000 10 110000

3 Plantation of Forest plant 1 ha 28600.00 4 114400

4 Plantation of Horticulture plant 1 ha 40300 2 80600

5 Laying of Pipeline 1 ha 17600.00 1 17600

6 Chokidar for Security (3 Years * 12*1*3000)

108000 1 108000

7 Tubewell with Motor 1 131000.00 1 131000

8 Electricity Connection with monthly rent bill. 70000 1 70000

Total 1042600

Say (Lacs) 1043000

75

Estimate

Name of Work - Stone wall fancing in pasture

Gram - Gram Panchayat -

1 100

S.No Item Length Width Height Qty Unit rate Amt.

1 Stone wall fancing with dry stone masonery

100 0.6+0.45/2 1.2 63 Cum 258 16254

2 Supply of Stones 0 0 63 Cum 375 23625

Total 39879.00

3% contigency 1196.37

G.total 41075.37

Say 41100

76

ESTIMATE

Name of work-Construction of V C B

Gram - G.P.

Length/Hact 1 130 130

S ITEM L B H Qty unit Rate Amt

1 Earth work excavation in hard soil for VCB 130 (1.5+0.6)/2 1.2 163.8 Cum 68 11138.4

Total 11138.40

Say 11000

77

ESTIMATE Plantation of Forest Plants in Pasture

Gram - Gram Panchayat - 1 400 no per ha (Spaceing 5*5 mtr)

BSR No Sr No Item No Unit Rate Amount

BSR No 167 1 Lineing work of pits 400 RM 0.25 100

BSR No 112 2 Excavation of Pits (Size 45*45*45 cm) Hard Soil 400 No 5 2000

PWD BSR

H1/1.2.3 3

Cost of Fertilizer (Single super Phasphat / Vermi compost)

80 Kg 4 320

4 Cost of Plant (Market Rate) 400 No 4 1600 BSR No

113 5 Plantation of Plant 400 No 2.20 880

BSR No 177 6 Transportation of Plants 20 Kms 400 No 0.297 118.8

BSR No - 7 Loading of Plants 400 No 0.34 136

BSR dz-l a- 117 8

Construction of Thavla Minimum half dia 50 cm (12 times)

4800 No 1.30 6240

BSR dz-l a- 115 9 Dewatering of Plants (24 times) 9600 No 1.30 12480

PWD BSR

H2/1.4.5 10 Cost of Insectiside / Pasticide (2 ml / palnt) 400 No 0.45 180

BSR dz-l a- 11 Cost of Chemical Fertilizers for Pits (4 times) 1600 No 0.19 304

BSR dz-l a- 116 12 Nirai Gudai Work (12 times) 4800 No 0.90 4320

Total 28678.80

Say 28600.00

78

Name of work - Plantation of Horticultural Plants Area 1 ha. Distance 3mt*3mt

BSR dz-la- S.no Item No Rate Unit Lab Mat Total

BSR dz-l a- 2¼v½ 1 Excavation of Pits (0.9*0.9*0.9 mt) 277 57.00 Cum 15789.00 0.00 15789.00

BSR dz-l a- 2 Loading unloading plants 277 0.34 No 94.18 0.00 94.18

3 Cost of Plants (as per market) 277 20.00 No 0.00 5540.00 5540.00

BSR dz-l a- 176 4 Transportation of Plant at site by labour 277 0.17 No 47.09 0.00 47.09

BSR dz-l a- 113 5 Plantation of Plant 277 2.20 No 609.40 0.00 609.40

BSR dz-l a- 115 6 Dewatering of water 6648 1.30 No 8642.40 0.00 8642.40

BSR dz-l a- 117 7 Construction of Thavla (12 time) 3324 1.30 No 4321.20 0.00 4321.20

BSR dz-l a- 116 8 Nirai Gudai of Plant (12 times) 3324 0.90 No 2991.60 0.00 2991.60

BSR dz-l a- 9 Spriding of Chemical on plant 1 800.00 Ha 0.00 800.00 800.00

PWD BSR

H1/1.2.3 10 Cost of vermi compost 55.4 4.00 Kg 0.00 221.60 221.60

BSR dz-l a- 177 11 Transportation of Plant 277 0.297 No 0.00 82.27 82.27

Total 32494.87 6643.87 39138.74

Containgency 3% 974.8461 199.3161 1174.1622

Grand Total 33469.72 6843.19 40312.90

Say 33500 6800 40300

79

Name of work - Laying of water supply Pipe line work

Gram - Gram Panchayat -

1 100 100

BSR dz-l a- S.No Item L W h qty Unit Rate Labour Mat Total

PWD BSR

ELCT.I-E260522

1

Providing of HDPE pipe ISI mark for water supply with required fitting Horizontal Installation 50mm O D 4 kg per cm2

100 0 0 100 Mt 45.9 0 4590 4590

BSR dz-l a- 2¼c½ 2

Earth work tranches in hard soil for pipe line etc.

100 0.00 0.00 100 Mt 85 8500 0 8500

PWD BSR H-3/1.10.3

3

Supply of PVC hose pipe of different size at store including transportation etc. complete 25mm dia.

100 0 0 100 Mt 39.6 0 3960 3960

Total 8500.00 8550.00 17050.00

Contaigency 3% 255.00 256.50 511.50

Grand Totla 8755.00 8806.50 17561.50

Say 8800.00 8800.00 17600.00

80

TW + Motor

Name of Work :- Construction of 150mm dia Sandy / rocky area Tubewell Bore & Motor Fitting Gram - G.P.-

S.No. Particulars Qty. unit Rate per Amount

I-Plain Area

PWD BSR S-4/I-4.2.3

1 Construction of T.W. up to 100 mtr. Depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following size in all type of soil and over burden inclg. Lowering of casing pipe as per IS:2800 (Part I & Ii) 1979 specification. The work should be completed after obtaining sand free water. The Tubewell should have a throughout bore as per nominal dia of casing pipe size. 150 mm dia nominal bore 125 mt.

472.5 59062.5

PWD BSR S-4/I-4.5.3

2 Supplying of ERW M.S. black casing pipe ISI Marked (IS:4270/1992) of grade Fe 410 at site of work nominal bore 150 mm dia outside dia of pipe 168.3 mm thick ness of pipe 5mm.

30 mt. 841.5 25245

PWD BSR S-4/I-4.8.3

3 S&F of Tubewell cover of M.S. sheet 6 mm thick with nut bolt complete for casing size 150 mm dia over casing pipe at site of work

1 no. 207.9 207.9

PWD BSR S-4/I-4.9

4 S & F MS clamp set of 50 x 6 mm flat from iron with nuts & bolts etc. For holding the riser pipe assembly of submersible pump set at site of work

1 no. 198 198

PWD BSR

ELCT.I-E260514

5- Providing & Lowering of 75 mm dia HDPE Pipe 6 Kg/- cm class B ISI marked including all assessories and fittings including cost of MS Socket at site of work

70 mt. 130.5 9135

81

PWD BSR H-3/I-1.11.4

Supplying and Installation of submersible pumping motor pump sets. I.S.I. Marked (IS:8034 – 1989) of approved make K.S.B. KIRLOSKAR, CALAMA, TEXMO, CRI, MBH making connection suitable for T.W./D.CB./open well. The job includes screwing and welding of flanges on G.I. riser pipes, Installation of complete fitting and accessories with riser pipes, jointing of electrical cables and other connections making switch board electrical connections, all labour for testing of submersible pump set and supply of water to water mains, complete in all respect.

6

3 HP (Single phase) Stage 10 1 no. 18630 18630 Electric Accessories ( Including wire) a) Switch board (400/-) complete in all respect With 0

PWD BSR ELCT.I-E261221

A.meter,V.meter, 32 amp. (200/-) Starter (L & T) SD Oil, (2000/-) Main switch, 63 amp. (1200/-) Fuse kit/ cutout 63 amp. 3 no. (250/-) (Standared ISI Brand.)

1 set 6300 6300

PWD BSR ELCT.I-E040702

b) Cable (Standared ISI Brand.) 2.5 mm

7

125 49.95 6243.75 Switch Box

Size 4’ x 2.5’ x3’, Ht.from G.L. up to bottom of box 3.5’, Size of angle 50x50x5 mm fixing of box in ground in C.C. 1:2:4 pit size 1’ x 1’ x2’ M.S. sheet gauge-16

8

1 set 2500 2500 TOTAL Rs. 127522.15 Net Rs. 127522.2 Add. 3% Cont. Rs. 3825.66 G.Total Rs. 131347.8

Say Rs. 131000.00 82

MODEL ESTIMATE

Total Dairy farmers 70

No. of adult animals No. of calves No. of Cattle to be catered by one fodder bank.

100 50 Total 150

Fodder requirement per day (10kg dry fodder for adult and 4kg for calf).

1000 kg( per Day )+500 kg( per Day )= 1500 Kg

Fodder requirement for 180 days. 2700 quintal Fodder come from community land 15 hec *150=2250 quintal Cost of cultivation for fodder production (See table no. 34.2.1)

72,500 Rs

2700-2250=450 quintal

4.11 Fodder Bank A

Remaining requirement for 120 days Total Cost Avg. procurement rate in harvesting season, Rs.600 per Qt. including transportation Net Cost of Fodder Production (cost of cultivation + Cost of procurement)

600*450= Rs.2,70,000/- 3,42,500

B Area development for fodder bank Land required Approx. 3000 m2

(preferably land will be allotted by Gram Panchayat @ Rs.600 per month)

Rs 7200

C Total Cost for Fodder bank (1year) (A+B)

Rs. 3,49,700/-

Cost of cultivation for fodder production S.No Cost Detail Unit cost

1 Cost for tillage 4.5 hour*15 hec*400 Rs=27000 Rs

2 2. Cost for seed 12 kg seed *15 hec *100=18000 Rs

3 3. Cost for fertilizer 10,000 Rs

4 4. Cost for irrigation 10,000 Rs

5 5. Depreciation cost of C1. (5%) 7500 Rs

Total cost for 15 hec Rs. 72,500

83

Initial investment for fodder bank

A. Total Cost for Fodder bank (1year)

(A+B+D) Rs. 3,49,700/-

B.

C1.Fencing + Weighing machine + Small shed + Other tools. Rs.1,50,000

C. Required labour for fodder bank management

(2 person @2000 per month for each) Rs.48,000

D. Total initial cost Rs.5,47,700

Revenue and return Details.

S. No Return Details Cost (in Rs.)

1 Cost of fodder Per Kg = 3,49,700/270000

1.30 Rs/kg

2. Selling Price of Fodder Rs 2 /Kg

3. Net selling Price Rs. 5,40,000

4. Net Profit Rs 1,90,300

84

4.12 Storage Unit of Onion / Garlic

Estmiate for Onion storage of Capacity 25mt

S.No Description Total Qty Rate Unit Amt.

1 Excavation for foundation 3.888 L.S. Cum 800.00

2 PCC 1:4:8 in faoundation 0.729 2520 Cum 1837.00

3 RCC 1:2:4 for columns 2.339 3300 Cum 7718.00

4 Nomial Reinforcement to columns 320 35 Kg 11200.00

5 Structural Steel Works 1200 40 Kg 48000.00

6 A / C Sheet Roofing 83.2 200 Sqm 16640.00

7 A / C Sheet Ridge 12 125 RMT 1500.00

8 2" Dia 1 /2 Bamboo Strips @ 3" C / C 3.25 3600 Cum 11700.00

Total 99395.00

85

CHAPTER –V ACTIVITY WISE TOTAL ABSTRACT OF COST

CHAPTER –VI

ANNUAL ACTION PLAN

CHAPTER –VII

PROJECT OUT COMES

Project outcomes

7.1 Run Off Tapepd 7.2 Increaseing of Water Level Moikalan IWMP Moikalan IWMP

Run of Tapped Water Level

At bigining After

treatment At bigining After treatment Tapped

Run Off 8602 70000

Tapped Run Off

80 70

91

Project Outcomes

7.3 Horticular Moikalan IWMP

Area Graph

At bigining After treatment Horti. Area (ha)

11 23

92

92

Project outcomes Project outcomes 7.4 Milk Production (Live Stock) 7.5 Average Income Per Family

Moikalan IWMP Moikalan

IWMP

Milk Income

At bigining After treatment At bigining After

treatment Ltr./ Year 3229.7 3500

Rs./ Month 1200 2000

93

CHAPTER –VIII

YEAR WISE BRECKUP

CHAPTER –IX

Various GIS Thematic Layers

(Data not available)

CHAPTER –X

Entry Point Activities

10 Details of Entry Point Activity :-

Entry Point Activity :- IWMP Kota - II (Moikalan)

Gram Panchayat Village Activity (As per Gram Sabha Demand) Expected Outcome

Laturi,

Solar Light, Hand Pump Installation, Water Tank (GLR)

Villages are Happy & Trust to Our Project Activities

Latura



Dungarpur Solar Light, Hand Pump Installation, Villages are Happy & Trust to Our Project

Activities

Barukhedi



Laturi

Bhulaheri Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project

Activities

Labaniya Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project

Activities

Hanuwatkheda Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project

Activities Labaniya

Sunkheda

Solar Light, Hand Pump Installation, Tank (GLR)


Bapawarkalan Bapawarkalan Solar Light, Hand Pump Installation, Water

Tank (GLR) Villages are Happy & Trust to Our Project

Activities

Khadiya Gahukheri Solar Light, Hand Pump Installation, Water

Tank (GLR) Villages are Happy & Trust to Our Project

Activities

Moikalan Moikalan Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project

Activities

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MAP OF WATERSHED

Detailed Project Report - Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...Detailed...

Documents

Transcript of Detailed Project Report - Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed...Detailed...