Block: Bhinmal District : Jalore Agro Climatic Zone

OFFICE OF THE ASSTT. ENGINEER (PIA) IWMP P.S BHINMAL

(UNDER INTEGRATED WATERSHED MANAGEMENT PROGRAMME)

BLOCK: BHINMAL DISTRICT : JALORE

AGRO CLIMATIC ZONE- 093 TOTAL GEOGRAPHICAL AREA – 6753 Hac. TOTAL EFFECTIVE AREA- 6530 Hac. TOTAL COST- 979.50 Lacs. UNIT COST- 15,000/Hac.

SUBMITTED BY PROJECT MANAGER DISTRICT WATERSHED DEVELOPMENT UNIT JAORE, (RAJASTHAN) CONTENTS

S.No. Particular Page. No

1 CHAPTER- I 2 CHAPTER –II I Basic Features: Socio economic and Infrastructure (a) Land use and land classification map, land capability map, Present land use arable, non-arable land, Govt. land, pasture land. (b) Agriculture and Horticulture status and fuel availability. (c) Livestock status – animals/ milk production/ average yield and Fodder availability. (d) Or- farm and Off- farm other income generating activities. (e) Demography Total Population, BPL, SC, ST, SF, MF, land less (f) (a) Other infrastructure facilities available. (b) Co-operative Societies and their activists. (c) Banks, Post office, Schools. (d)Roads, Connectivity (e) Any other. (g) NREGA Status – No. of Card Holder. Activities taken so far. Employment status. (h) Development indicators (i) Land holding details- SF, MF, SC, ST, Other (j) Other Development Schemes in the Project area II Technical Features III Problems, Demand and scope for comprehensive area development 3 CHAPTER-III- Proposed Development Plan (A) Preparatory phase activities Capacity Building Trainings and EPA (B) NRM (C) Production System and micro enterprise (D) Production system & Micro Enterprise Agriculture based(on farm) & Non- Agriculture (off farm) (E) Livelihood activities particularly for asset less person. (F) Consolidation phase Activities proposed(common guidelines) 4 CHAPTER- IV:- Technical designs and estimates for proposed activities. Convergence 5 CHAPTER-V Activity wise total Abstract of cost Total abstract cost through convergence by other schemes- NREGA/Agriculture/ICDS etc. 6 CHAPTER – VI Annual Action Plan(Month wise ) Five year plan (A) Project funds (B) Convergence 7 CHAPTER – VII Project outcomes 8 CHAPTER – VIII :- Year wise Break up 9 CHAPTER – IX :- Enclosures various GIS Thematic Layers CHAPTER- 1

INTRODUCTION

Location:- The Jalore III (IWMP) Watershed situated in the Bhinmal Block of Jalore District on Bhinmal siyawat fanta Road at a distance 95 km. form district headquarters and 35 km form block headquarters . Between to 25o 6’ to 25 o 12’ Latitudes and 72 o 14‘to 72 o 23’ minutes Longitudes. Details of Micro watershed included are as under

S.No. Micro No. Block Micro No. Area Area Covered in W/S

1 1 Bhinmal 1 3050 3050 2 2 Bhinmal 1 1165 1165

2 2035 1758

3 1980 780

Total - 8230 6753

The Watershed falls in the humid southern plains of Rajasthan (Agro climatic Zone 093) covering total area of 6753 Hac. And effective area 6530 Hac. The watershed under submission in micro watershed no. 1,1,2,3 and macro w/s no. 1 & 2 of Bhinmal block the area of micro watershed 6753 Hac. Comprising part of following villages:-

Panchayat Gram Area of the village in the S.No. samiti panchayat Name of Village Watershed (Hac.) 1 Bhinmal Daspa Daspa 708.80 2 -Do- Kora Kora 783.44

3 -Do- -Do- Ruchiyar 649.41

4 -Do- Bhagalsefta Sarthala 1173.76

5 -Do- -Do- Chak Chanpan 758.13 6 -Do- Do- Bhaglsefta 628.26

7 -Do- Dhansa Dhansa 2051.63

Total - - 6753.43

Micro wise village area covered

S.No Micro Micro Area Area covered in village No. .No. Daspa Kora Ruchiyar Sarthla Chak Bhaglsefta Dhansa chanpan 1. 1 1 3050 - - 649.41 - 348.96 - 2051.63 2. 2 1 1165 381.56 783.44 - - - - - 2 2 1758 327.24 - - 802.50 - 628.26 - 2 3 780 - - - 371.26 409.17 - -

Total - - 6753 708.80 783.44 649.41 1173.76 758.13 628.26 2051.63

The total no. of population in the micro watershed 22555 in 3672 households making the average family size 6 no. The arable land in the watershed is 5282 Hac. Making the per capital ability of arable land 1.65 Hac. The Bandi river is the outlet of the watershed

PRESENT LAND USE:-

Out of the 5282 Hac. of Arable land in the watershed 4622 Hac. single cropped (kharif crop ) and only 513 Hac. in double cropped .The main Kharif crop is Bajra with kharif pulses. cluster bean and til cultivation some area. The irrigated area 402 Hac. is under the command of borewells . The main crop of rabi is mustered and isbgol. Jeera cultivation in some area. The crop wise land use of the arable land on page......

General cropping pattern of the area- The following crop rotation at large is presently followed in Area:-

Crop Rotation Bajra - Wheat Bajra - Fallow Moong - Mustered Moong - Fallow Fallow - Jeera Fallow - Isabgoal Fallow - Lucern Cluster Bean - Fallow Fallow - Tarameera Til - Fallow Caster - Caster Moth - Fallow

WATER RESOURCE:-

Rain fall – year wise total rain fall, rainy days, maximum rainfall in 24 hours, and monthly rainfall is available on page no...... Source of this information is Tehsil Bhinmal. The average rainfall is 456. 24 mm and the average rainy days are 21.

INTENSITY:- Maximum intensity of rainfall observed is 53.75 mm per hours.

GROUND WATER:- Ground water depth is 100 to 110 Mt. and water is salty

SLOPE:- The general slope of the arable land in the watershed is 1-2%. Slope wise distribution of the areas in watershed is given on page no......

EROSION: - Water is secure in non arable lands also on the arable land. In arable land the gully and sheet erosion is moderate.

TEXTURE: - The texture of soil is sandy loam to loamy

DEPTH:-The depth of soil is 0 to .6 Mt. at deferent places of watershed. Average soil depth is 45 cm.

SPECIAL PROBLEM:- here is no problem of salinity or alkalinity in the area.

GENERAL FERTILITY LEVEL :-Arable lands are poor in N and moderate in P & K. Non arable land are poor.

DETAILS OF DISTRICT WATERSHED DEVELOPMENT UNIT

S.No. Name Designation

1. Sh. Chandra prakash bagri Project Manager

2 - AEN

3 Sh. Gyan prakash Mathur Accountant

Asstt. Agri. Officer 4 -

5 Sh. Ganeshdan Deval L.D.C.

6 Sh. Ram chandra Peon

DETAILS OF PROJECT IMPLEMENT AGENCY

S.No. Name Designation

1. Sh. Kisnaram Godara AEN

2 Sh. Velsingh Accountant

3 Sh. Ramsingh Choudhary Asst. Agri. Officer 4 Sh. Dinesh kumar Vishnoi Animal Husbandry Expert

5 Sh. Krishna kumar Meena Agri. Expert

6 Smt. Jyoti Jingar Social Science Expert

DETAILS OF WATERSHED COMMITTEE AND SECREARY

S. Name of Gram Village Name of Name of Secretary SHG Users No Panchayat Covered Chairman No. Group . No.

Smt. Padhmini 1 Daspa Daspa Sh. Anil singh Kanwar 11 5 2 Sh. Harchand Kora Kora, Ruchiyar Sh. Dilipsingh Suthar 14 5 Sarthala, Chak 3 Bhagalsefta chanpan Sh. Achalsingh Sh. Rajendra singh 8 5 4 Dhansa Dhansa Sh. Ganpatsingh Sh. Chelaram 4 5

CHAPTER- II

I. BASIC FEATURES: Socio economic and Infrastructure

(a) THE PRESNET LAND USE

NAME OF WATERSHED – JALORE III(IWMP) AREA: 6530 HAC.

S.No Present land use Area in Hact.

1 Total geographical area 6753.43

i Non arable land 1470.78

ii Arable land 5282.65

2 Non arable land -

i Forest land -

ii Panchayat & pasture land 1234.24

iii Govt. waste land 13.76

iv Area not available for development (Habitation, 222.78 roads, mines, rails etc.

3 Arable land -

i Irrigated 402.64

ii Un irrigated 4880.01

Total arable land 5282.65

4 Land available for treatment -

i Non arable land 1248.00

ii Arable land 5282.65

Total 6530.65

(b) AGRICULTURE AND HORTICULTURE STATUES AND FUEL AVAILABILITY:-

AGRICULTURE: - The Total Population of the watershed is 22555. Cereals and Pulses are sufficient according to requirement. Oil seed is deficient. Agriculture Production, requirement details is on page no...... Village wise Ginswar (Data collect form tehsil bhinmal ) Kharif season: (2010- 2011) S.No Village Bajra Moong Cluster Til Caster Moth Total Bean 1 Daspa 1067 597 62 6 244 - 1976 2 Kora 660 239 5 - 65 - 969 3 Ruchiyar 489 358 15 - - 2 864 4 Sarthla 439 374 3 - - - 816 5 Chak chanpan 317 365 7 - - - 689 6 Bhaglsefta 288 280 6 - 3 - 577 7 Dhansa 1092 977 148 - 55 - 2272 Total 4352 3190 246 6 367 2 8163

Rabi season: (2009- 2010) S.No Village Wheat Mustered Tarameera Jeera Isabgoal Lucern Onion Total 1 Daspa 93 201 - 76 107 4 1 482 2 Kora 89 25 26 9 12 14 - 175 3 Ruchiyar 4 11 - 1 3 1 - 20 4 Sarthla 12 - 5 1 1 3 - 22 5 Chak - - chanpan ------6 Bhaglsefta 31 13 - 17 18 13 - 92 7 Dhansa 290 80 5 10 65 22 1 473 Total 519 330 36 114 206 57 2 1264

Cropping Pattern of the watershed Kharif season: (2010- 2011) S.No Village Bajra Moong Cluster Til Caster Moth Total Bean 1 Daspa 169 94 9 1 40 - 313 2 Kora 223 80 2 - 23 - 328 3 Ruchiyar 256 187 7 - - 2 452 4 Sarthla 439 374 3 - - - 816 5 Chak chanpan 317 365 7 - - - 689 6 Bhaglsefta 138 130 4 - 3 - 275 7 Dhansa 839 752 114 - 44 - 1749 Total 2381 1982 146 1 110 2 4622 Rabi season: (2009- 2010) S.No Village Wheat Mustered Tarameera Jeera Isabgoal Lucern Onion Total 1 Daspa 14 31 - 11 16 2 - 74 2 Kora 30 8 9 3 4 5 - 59 3 Ruchiyar 2 5 - 1 1 1 - 10 4 Sarthla 12 - 5 1 1 3 - 22 5 Chak chanpan ------6 Bhaglsefta 9 2 - 3 3 2 - 19

7 Dhansa 221 64 5 7 50 17 - 365 Total 289 110 19 26 75 30 - 549

HORTICULTURE:- there is no planted orchard in the watershed. FUEL:- No sufficient fuel is available in watershed area except. Prosophis Juliflora which meet out about 30% of requirement only there for fuel wood are deficient.

(c) LIVE STOCK STATUS – ANIMAL/ MILK PRODUCTION/ AVERAGE YIELD AND FODDER AVAILABILITY The area suffering from acute fodder deficit. Total no. of animals is 34697. Total requirement is fodder 56337.06 M.T. and fodder production is 53949.50 M.T. fodder deficit 2387.56 M.T. Average milk yield 1 liter per day/ animal. Animal details and fodder availability is on page......

(d). ON FARM AND OFF FARM OTHER INCOME GENERATING ACTIVATES. Village craft and skills: - No. of families practicing in village Crafts is as under 1. Carpenter 30 2. Blacksmith 15 3. Leather Craft 22 4. Earthen Porter 10 5. Cycle Repair 14 6. Mason 170 (e) Demography Total Population BPL, SC, ST, S.F, M.F, and Landless

Name of Total Land S.No. BPL SC ST S.F M.F Village Population Less 1 Daspa 5488 239 1121 432 158 653 102 2 Kora 2809 169 421 146 42 565 69 3 Ruchiyar 1786 155 89 260 30 566 52 4 Sarthala 2181 113 246 125 52 883 20 5 Bhaglsefta 2679 104 410 199 19 498 35 6 Dhansa 7572 173 1136 160 271 2273 128

Total 22515 953 3423 1322 572 5438 406

(f) OTHER INFRASTRUCTURE FACILITIES AVAILABLE

(a) Primary health center in Daspa and Dhansa village. Vetenary Health center in Daspa village, 8 Anganwadi Kendra in Watershed area. Mandi, Hospital and Railway Station at Bhinmal Distance 25 Km (b) Cooperative society and their activities– 6 Cooperative Societies in the watershed area. They are supplied agriculture input, Credit and Labour payment. (c) 2 Branch of MGB Bank, 4 Post Office and 12 Schools (Primary to Sr. Sec. School) (d) Pakka Road in every village of the watershed.

(g) .MAHATMA GHANDHI NREGA STATUS

Name of No. of S.No Employment Activity taken so far Village Card

Holders

1.Excavation of Talab / Nadi 1 Daspa 2.Constraction of Gravel Road 851 575 3.Constraction of marginal bund and WHS 1.Excavation of Talab / Nadi 2 Kora 522 291 2.Constraction of Gravel Road 3.Constraction of marginal bund and WHS 1.Excavation of Talab / Nadi 3 Ruchiyar 418 247 2.Constraction of Gravel Road 3.Constraction of marginal bund and WHS 1.Excavation of Talab / Nadi 4 Sarthala 364 270 2.Constraction of Gravel Road 3.Constraction of marginal bund and WHS 1.Excavation of Talab / Nadi Chak 5 - - 2.Constraction of Gravel Road Chanpan 3.Constraction of marginal bund and WHS 1.Excavation of Talab / Nadi 6 Bhaglsefta 343 264 2.Constraction of Gravel Road 3.Constraction of marginal bund and WHS

1.Excavation of Talab / Nadi 7 Dhansa 579 401 2.Constraction of Gravel Road 3.Constraction of marginal bund and WHS

Total 3077 2048 - (h) DEVELOPMENT INDICATOR

S.no. Particular Before project After Development I. Water Lavel (i) Open Well Dry Posible (ii) Borwells 100 to 110 Mt. 98 o 100 mt. II (i) Crop grown area(Hac.) 5171 5474 (ii) Crop wise area & yield Area Yield/ per Area Yield/ per in(Hac.) hac.(qtls) in(Hac.) hac.(qtls) Kharif Bajra 2381 15.00 3150 20.00 Moong. 1882 5.00 1910 8.00 Til 1 3.00 20 5.00 Culsture bean 146 15.00 160 20.00 Rabi Wheat 289 16.00 295 25.00 Mustered 110 10.00 415 15.00 Jeera 114 8.00 130 10.00

III Certified Seed (Cultivators No.) 800 2500 IV Bio- Fertilizer 350 1200 V Fodder Production Qtls/ Hac. Qtls/ Hac. Lucern/ Barseem 220 800 Bajra 250 950 VI Horticulture :- Plants No. Plants No. Ber - 1800 Citrus 15 1700 Aonla - 1200

VII Agroforestry:- Plants No. Plant /hac. Plants No. Plant /hac. Arable land 8200 20778 Pasture land 10800 40500 VIII Animal Husbandry:-

(i) Cross Breed Cow 150 500 Buffalo 210 650 (ii) Average milk yield/ Lts. Lts/ Day Lts/ Day

Cow 2 4 Buffalo 3 6 IX Social And Financial Poor Good

Average Income/ 6,000 140000 (i) household Self help group 20 60

(j) OTHER DEVELOPMENT SCHEMES IN PROJECT AREA

S.No. Name of Village Name of Scheme

(1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Daspa (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

2 (1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Kora (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

3 (1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Ruchiyar (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

4 (1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Sarthala (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

5 (1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Chak Chanpan (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

6 (1)T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Bhaglsefta (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C. (10) E.U.C.-S.P.P.)

7 (1) T.F.C. (2) S.F.C. (3) M.P. LAD (4) MLA LAD Dhansa (5) B.R.G.F (6) S.G.S.Y (7) I.A.Y. (8) MG NREGA (9) T.S.C.

d. Slope Details of Area

The area in same groups of slope proposed watershed. area is as follows :

S.No. Slope Percentage Area in Hec. 1 0 to 3% 6753

Water Budgeting: To propose the total number of water harvesting structure, it is necessary to do water budgeting of area i.e. how much total runoff is available, out of which how much is being already stored in existing structures and how much balance is available for storage. As per guideline, maximum 75% of balance available run – off is to be stored and 25% of balance available run – off is to be allowed to flow in the drainage line. In the proposed are, the various water harvesting structure have been constructed . The surface runoff has been stored in the structures. In the area about 38 structures have been constructed. After onset of monsoon i.e. in the end of the September month. All the main structures constructed in the area were visited. While visiting the area it was observed that about 38 structures were having water up to 20 % of their capacity.

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

Average catchments: Cultivated land, forest land with vegetation For estimation/ water budgeting the proposed water shed area has been divided as follows: Good Catchment: - Average Catchment: 6753 Hac. Bad Catchment: - Average annual Rainfall for the block is 456.24(17.96) By interpolation method the proportion of estimated runoff of 17.96 inch rainfall have been calculated form Strange’s Table as follows:

Monsoon Rainfall in Yield of Runoff from Catchment (MCft/sq.mile) inches Good catchment Average Bad catchment catchment 17 inch - 3.435 -

18 inch - 4.014 -

For inch - 0.479 -

For 0.96 inch - 0.459 -

For 17.96 inch - 3.894 -

Note: 1 MCft/sq.mile= 1000000*0.0283/258.99=109.271 cum/hac. (1 Cft = 0.0283 cum, 1 sq mile= 258.99 hac.)

A. Calculation of Expected Yield

Type of Water Area of Water Factor Expected Yield (cum) Shed shed (Hac.) Average 6753 3.894*109.271=425.50 2873401.50

B. Present Storage By Existing Structure

S.No. Name of Structure No Storage Capacity (cum) 1 Nadi 35 683560 2 W.H.S. 03 67800 3 Local depression - 365450 Total(B) 1116810

Balance Runoff(C) = Expected Yield – Present Storage C= 2873401.50 -1116810.00=1756591.50 75% of balance runoff may be stored by constructing new structure 0.75*C=1317443.62

Proposed New Structures:

S.No. Name of Structure No./length Storage Capacity (cum) 1 Water harvesting 6 14400 structure 2 Contour bunds 147968 887808 3 Earthen bund 46590 372720 Total 1274928

For Contour Bunding: Area: ½ *0.30*40=6sqm For 147968 m, total Quantity/ Capacity=887808 cum

For Earthen Bund: Area: ½ *0.40*40=8sqm For 46590 m, total Quantity/ Capacity=372720 cum

For WHS Average Capacity = ½ *1.00*120*40=2400 sqmt. For 6 structure = 14400 cum

2.2.3. Soil Profile and Soil fertility Status:

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

S.No. Major Soil Classes Area in Hectares 1 Sandy Loam 3039

2 Loam 3714

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

N 50-70 Kg/hac.

P 20-30 Kg/hac.

K 10-15 Kg/hac.

Micro Nutrients PPM 100-500

2.2. 4 Climatic Details:

The Agro climatic Zone of proposed watershed area is 093. The average annual rainfall of the block is 456.24 mm. The Year Wise Annual Rainfall for the last 10 year is as follows:

YEAR WISE & MONTHS WISE RAINFALL OF PANCHAYAT SAMITI- BHINMAL S.No. Month 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010

1 January - - 0.2 3 - - 12 - - 2 February - - 56.2 - - - 12 - - - 3 March ------13 2 45 - 4 April ------3 4 45 - 5 May - - - - 20 - - - 45 - 6 June 13.8 92.0 114.6 62 29 51 21 18 26 4 7 July 237.8 7.0 444.4 13 171 131 204 178 126 347 8 August 23.4 6.2 100.0 141 104 645 45 71 19 166 9 September - 36.2 2.0 56 160.4 204 87 - - 88 10 October 21.0 - - 66 - - - - - 11 11 November ------44 12 December - 0.2 ------Total 296 141.6 717.4 341 394.40 1031 397 273 306 665

1. erage annual rainfall per year = 456.24 m.m. 2. Average No. of rainfall days in 21 in year -21 3. Intensity of rainfall in 53.75 m.m./year

Temperature (Degreee C):- Highest Temperature 45 degree Celsius and Lowest temperature 06 degree Celsius

Details of soil erosion in the project area

1 2 3 4 5 Cause Type of Area affected Run off Averagesoil erosion (hac) (mm/year) loss(Tonnes/hac/year)

Water erosion a Sheet 4318 0.5 ls 1.5 Vu / hac. 1.21 Hac. 5877 B Rill 1613 160 c Gully 822 Sub - Total 6753 Wind erosion - NA Total 6753 160 5877

III- PROBLEMS OF THE AREA:

1. Moisture stress faced by crops due to arable behavior of the rainfall and un sufficient amount 2. Low productivity of crops due to: 1. Low fertility level. 2. Use of local verities. 3. Traditional practices in crop production. 4. Low consumption of fertilizers and in proper use of fertilizer. 5. Moisture stress. 3. Soil erosion due to uncontrolled runoff and- scientifically. 4. Poor vegetative over on non-arable lands. 5. Low availability of livestock fodder. 6. Lack of employment opportunities. 7. Low soil depth.

(b) Agriculture and horticulture productivity gap analysis

1. Agriculture Food balances :- The requirement of ceresls, pulses and oil seed only have been worked out:

S.no. Population Requirement in Annual requirement in qntl. Gram/hec./day. Cereals pulses oil

1. Below 20 year 7537 12655 1100 1100 2. 20-50 years. 8926 21228 1955 2118 3. Above 50 years. 3373 6402 615 554

Total 19836 40885 3670 3772

PRESENT PRODUCTION S.No. Area under Crop Hac. Av. Prod. Per Total production(qntls) Hac. (A) Cereals: 1. Bajra 2381 20.00 47620.00 2. Wheat 289 20.00 5780.00 Total 53400.00 (B) Pulses: 1. Moong 1882 10.00 18820.00 2. Moth 2 10.00 20.00 Total - - 18840.00 (C) Oil seeds: 1. Til 1 5.00 5.00 2. Mustered 110 15.0 1650.00 3. Tarameera 19 15.00 285.00 Total 1940.00 Deficient: Present production- Requirement. i. Cereals: 53400- 40885 = 12515 ii. Pulses: 18840-3670 = 15170 iii. Oil seed: 1940- 3772 = - 1832 (deficient) 2. Horticulture: - There No. planted orchard in the watershed. (c) LIVE STOCK GAP OF FODDER AVAILABILITY

ANIMAL POPULATION IN THE WATERSHED

Chak S.No Animals Daspa Kora Ruchiyar Sarthala Chandpan Bhaglsefta Dhansa Total 1 Cows 245 88 103 102 - 115 1044 1697

2 Buffaloes 1021 491 301 283 - 295 4238 6629 3 Bullock 126 98 42 118 - 81 382 847

4 Goat 1158 640 199 532 - 498 7367 10394 5 Sheep 1550 1049 463 1048 - 983 9782 14875

6 Camel 106 - - - - - 118 224

7 Horse 10 2 - 3 - - 16 31

Total 40126 2368 1108 2086 - 1972 22947 34697

FODDER REQUIREMENT &AVAILABILITY IS AS CALCULATED BELOW

Requirement Average Dry matter Equ. cow Dry matter requirement Total S.No Animals No’s units requirement per year requirement per day (Kg.) in M.T. 1 Cows 1697 1697 7 Kg. 4335835 4335.83 2 Buffaloes 6629 6629 7 Kg. 16937095 16937.09 3 Bullock 847 847 7 Kg. 2164085 2164.08 4 Goat 10394 5197 7 Kg. 13278335 13278.33 5 Sheep 14875 7438 7 Kg. 19004090 19004.00 6 Camel 224 224 7 Kg. 572320 572.32 7 Horse 31 31 7 Kg. 79205 79.20 Total 34697 22063 - 56370965 563370.06

From-

FODDER AVAILABILITY

Area in Coo production Fodder S.No. Name of Crop Hac. M.T./Hac. Availability (In Watershed Area) A. Kharif Crop ;-

1. Bajra 2381 10.00 23810.00

2. Moong 1982 1.50 2973.00

B. Rabi Crop;- 1. Wheat 289 4.00 1156.00

C. Culturable vaste land & 1248 2.00 2496.00 pasture land

D. (Out of watershed village Area) 1987 10.00 19870.00 1. Bajra 1715 1.50 2572.50 2. Moong 268 4.00 1072.00 3. Wheat

Total - - 53949.50

Fodder requirement = 56337.06 M.T. Fodder Available = 53949.50 M.T. Fodder Deficit = 2387.56 M.T.

NEEDS OF THE AREA:-

After scientific analysis of problems the following need are identified: 1. Conservation of rainfall water through in- situ moisture conservation. 2. Conservation and up gradation of precious topmost productive soil. 3. suitable and effective management practices of pastures along with seeding of improve grass to meet the demands of fodder. 4. High colorific value plants and indigenous fuel species plantation to fulfill fuel requirement of the area. 5. Generation of massive employment during project period and regular employment after project period through increasing cropping intensity and Household/ cottage industries/ agro forestry systems etc. 6. Suitable soil conservation techniques are immediately needed to convert deep valleys and nalls to terraces, since unavailability of arable lands is the main cause of their poverty. Similarly on steeply stopping lands, where cultivation is done, for increasing the productivity and to check further Corrosion suitable/ adoptable/ indigenous soil and water conservation techniques are to be taken up.

PROPOSED TREATMENTS:-

After analysing the problem and need of the area for management of the natural resources, the following management practices/ treatments are proposed:

A. Agronomical measures:

1. The cultivation should be done across the sloe i.e. contour cultivation. 2. Strip cropping of suitable crops are proposed. 3. Stubble mulching. 4. Buffer strip cropping. 5. Selection of efficient crops and rotational cropping. 6. Controlled and rotational grazing. 7. Deep tillage and summer ploughing.

B. Soil Conservation/ engineering Measures: The treatments are in two stages:- (i) The first stage is to train and impart knowledge to the beneficiaries about the hazards caused because of soil water losses and also the possible remedial steps. (ii) The second stage is to take up works in the area so as to achieve an overall capacity of the inhabitants.

The works proposed are:-

1. Vegetative contour bunds in the arable areas for in- situ moisture conservation and trapping the silt & sediment load lost with the runoff. 2. Contour furrows with overseeing of high NP level grasses and plantation of fodder fuel wood specie plants in the non-arable areas with closures where ever possible so as to increase soil moisture and have a productive cover. 3. Gully plugging will be taken up in the small gullies to form terraces. In defined drain lines bed and bank stabilization work will be taken up to stream line the runoff without any further deepening & widening of the drains. 4. Horticulture plantation along with kitchen gardening will be encouraged so that the inhabitants get a regular earning source. Household industries will be encouraged and aided for the land less& marginal farmers.

Chapter III - Proposed Development Plan A. Entry Point Activity

Total Target of Soller Target of Tanka Target light Name of Tentetivevill.Area S.No for Village (ha) E.P.A. Phy. Fin. Phy. Fin. work 1 2 3 4 5 6 7 8 1 Dhansa 2010 12.06 12 3.00 9 9.06 2 Kora 714 4.28 4 1.00 3 3.28 3 Ruchiyar 626 3.76 4 1.00 3 2.76 4 Daspan 668 4.01 3 1.00 3 3.01 5 Sarthala 1148 6.89 7 1.75 5 5.14 Chak 6 758 4.55 5 1.14 3 3.41 chandpan

7 Bhaglsefta 606 3.64 3 0.90 3 2.74

Total - 6530 39.19 27 9.79 29 29.40

B. NRM I Arable Land Conservation Measures Phy. Fin. (1) Vegetative Contour Bund Hac. 5282 238.08 (2) Earthen Bund No. 351 112.16 (3) Gully Control Structure (Loose Stone Chack Dam) No. - - (4) Water Harvesting Tanka No. 128 99.84 (5) Wasteweir No. - - Total - 450.08 II Non Arable Land Conservation Measures (1) Ditch Cum Bund Fencing Mt. 135 15.44 (2) Buss Fencing (Jad-Bads) Mt. - - (3) Contour Furrow in Pasture Land Hac. 135 11.28 (4) Contour Furrow in Non Arable Land Hac. - - (5) Earthen Bund No. 232 73.70 (6) Gully Control Structure L.S.C.D) No - - (7) Waste weir No - - Total - 100.42 III Drainage Line Treatment (1) Earthen Bund with Pitching No. - - (2) Waste weir No. 6 37.20 Total - 37.20 Total NRM - - 587.70 C Production System and Micro Enterprises I Arable Land Production System 15% - - (1) Crop/Fodder Demonstration 5605 61.25 (2) Agro Forestry No. 20778 3.75 (3) Dry land Horticulture(Unit) No. 79 4.84 (4) Homestead Kitchen Garden No. 700 3.50 (5) Organic Farming i Compost Pit No. 700 11.55 ii Vermi Compost Unit No. 70 1.54 (6) Household Production System (For Marginal Farmer and landless Labour ) i Small Live Stock – Goat and Sheep Rearing No. 22 7.76 ii Service sector Carpentry Tailoring, Blacksmith, 204 22.42 Repair shop for Cycle/ Two wheelers and mocro No. enterprices etc. Total - - 116.61 II Non Arable Land Production System (1) Plantation in Pasture land and Along DLT. line No. 40500 18.47 (2) Over seeding in Pasture land Hac. 135 1.14 (3) Over seeding in Non Arable land Hac - - Total - 19.61 E Live Stock Management (1) Animal Health Camps No. 60 6.00 (2) Mangers Distribution No. 800 4.00 (3) Bull Distribution No. 7 0.70 Total - - 10.70 CHAPTER –V

TOTAL ABSTRACT COST THROUGH PROJECT FUND

STATE: RAJASTHAN UNIT COST: RS. 15000/- Hac. DISTRICT: JALORE GEOGRAPHICAL AREA: 6753.43 Hac . AGROCLIMATIC ZONE: 093 EFFECTIVE AREA: NAME OF THE BLOCK: BHINMAL (I) ARABLE LAND: 5591.71 HAC . NAME OF WATERSHED: JALORE III (IWMP) (II) NON ARABLE LAND: 938.29 Hac . CATEGORY OF WATERSHED: DESERT AREA TOTAL: 6530.00 Hac. IRRIGATION PERCENTAGE: 6.63 % TOTAL COST: 979.50 Lacs

Total Target Activity Unit S.No.

Phy. Fin. A I Administration cost 10% - 97.95

II Monitoring 1% - 9.795 III Evaluation 1% - 9.795 Total 12% - 117.54 B I Preparatory Phase (Entry Point Activity) 4% - 39.18 II Institution And Capacity Building 5% - 48.975 III Preparation of Detailed Project Report (DPR) 1% - 9.795 Total 10% - 97.95 C Watershed Development Works (NRM) 60%

I Arable Land Conservation Measures Hac. 5592 156.20 (1) Vegetative Contour Bund

(2) Earthen Bund No. 318 96.25 (3) Gully Control Structure (Loose Stone Chack Dam) No. 48 28.30 (4) Water Harvesting Tanka No. 83 91.30 (5) Wasteweir No. 21 69.78 Total - 442.23 II Non Arable Land Conservation Measures (1) Ditch Cum Bund Fencing Mt. 214.00 20.73 (2) Buss Fencing (Jad-Bads) Mt. 5000 0.39 (3) Contour Furrow in Pasture Land Hac. 264 16.53 (4) Contour Furrow in Non Arable Land Hac. 160 10.01 (5) Earthen Bund No. 112 23.87 (6) Gully Control Structure (Loose Stone Chack Dam) No 19 11.52 (7) Waste weir No - - Total - 83.05 III Drainage Line Treatment (1) Earthen Bund with Pitching No. 2 2.33

(2) Waste weir No. 14 60.62 Total - 62.95 Total Watershed Development Works - - 588.23 D Production System and Micro Enterprises

I Arable Land Production System 15% - - (1) Crop Demonstration i Single Crop No. 5747 33.08 ii Enter Cropping No. 3370 23.59 (2) Agro Forestry No. 47000 7.05 (3) Dry land Horticulture No. 7000 4.20 (4) Homestead Kitchen Garden No. 600 3.00 (5) Organic Farming i Compost Pit No. 795 7.95 ii Vermi Compost Unit No. 120 2.64 (6) Household Production System (For Marginal Farmer and landless Labour ) i Small Live Stock – Goat and Sheep Rearing No. 120 12.00 ii Service sector Carpentry Tailoring, Blacksmith, No. Repair shop for Cycle/ Two wheelers etc. 75 3.75

Total - - 97.26

II Non Arable Land Production System No. (1) Plantation in Pasture land and Along DLT. line 79200 31.03 (2) Over seeding in Pasture land Hac. 264 2.27 (3) Over seeding in Non Arable land Hac 666 1.48 Total - 34.78 III Live Stock Management (1) Fodder Demonstration No. 594 5.35 (2) Mangers Distribution No. 1000 4.00 (3) Animal Health Camps No. 50 5.00 Total - - 14.35 Total Production System - - 146.39 E. Consolidation 3% - 29.39 Grand Total - - 979.50

CHAPTER –V

TOTAL ABSTRACT COST THROUGH CONVERGENCE BY OTHER SCHEMES

Total Target Activity Unit S.No.

Phy. Fin. A I Administration cost 10% - -

II Monitoring 1% - - III Evaluation 1% - - Total 12% - - B I Preparatory Phase (Entry Point Activity) 4% - - II Institution And Capacity Building 5% - - III Preparation of Detailed Project Report (DPR) 1% - - Total 10% - - C Watershed Development Works (NRM) 60% - -

I Arable Land Conservation Measures Hac. (1) Vegetative Contour Bund

(2) Earthen Bund No. - - (3) Gully Control Structure (Loose Stone Chack Dam) No. - - (4) Water Harvesting Tanka No. - - (5) Wasteweir No. - - Total - - II Non Arable Land Conservation Measures - - (1) Ditch Cum Bund Fencing Mt. (2) Buss Fencing (Jad-Bads) Mt. - - (3) Contour Furrow in Pasture Land Hac. - - (4) Contour Furrow in Non Arable Land Hac. 598 37.41 (5) Earthen Bund No. - - (6) Gully Control Structure (Loose Stone Chack Dam) No - - (7) Waste weir No - - Total - 37.41 III Drainage Line Treatment - - (1) Earthen Bund with Pitching No.

(2) Waste weir No. - - Total - - Total Watershed Development Works - - - D Production System and Micro Enterprises - -

I Arable Land Production System 15% (1) Crop Demonstration i Single Crop No. 1500 30.00 ii Enter Cropping No. - - (2) Agro Forestry No. - - (3) Dry land Horticulture No. - - (4) Homestead Kitchen Garden No. - - (5) Organic Farming - - i Compost Pit No. ii Vermi Compost Unit No. - - (6) Household Production System (For Marginal - - Farmer and landless Labour ) i Small Live Stock – Goat and Sheep Rearing No. ii Service sector Carpentry Tailoring, Blacksmith, No. - - Repair shop for Cycle/ Two wheelers etc.

7 Water Tank. No. 22 11.00

8 HDPE/ PVC Pipe No. 27 4.05 9 Nepesek Spraier by hand mounted No. 80 0.52 10 Nepesek Spraier by foot mounted No. 15 0.12 11 Hand rotetary duster No. 25 0.20 12 Seed cum fertilizer drill No. 35 5.25

13 Isopam (Threser) No. 23 9.20 Total - - 60.34

II Non Arable Land Production System No. - - (1) Plantation in Pasture land and Along DLT. line (2) Over seeding in Pasture land Hac. - - (3) Over seeding in Non Arable land Hac - - Total - - III Live Stock Management - - (1) Fodder Demonstration No. (2) Mangers Distribution No. - - (3) Animal Health Camps No. - - Total - - - Total Production System - - - E. Consolidation 3% - - Grand Total - - 97.75 ACTIVITY WISE TOTAL ABSTRACT OF COST

Total Target Activity Unit S.No.

Phy. Fin. A I Administration cost 10% - 97.95

I Arable Land Conservation Measures Hac. 5592 156.20 (1) Vegetative Contour Bund

(1) Ditch Cum Bund Fencing Mt. 214.00 20.73 (2) Buss Fencing (Jad-Bads) Mt. 5000 0.39 (3) Contour Furrow in Pasture Land Hac. 264 16.53 (4) Contour Furrow in Non Arable Land Hac. 160 10.01 (5) Earthen Bund No. 112 23.87 (6) Gully Control Structure (Loose Stone Chack Dam) No 19 11.52 (7) Waste weir No - - Total - 83.05

III Drainage Line Treatment

(1) Earthen Bund with Pitching 2 2.33 No. (2) Waste weir No. 14 60.62 Total - 62.95 Total Watershed Development Works - - 588.23 D Production System and Micro Enterprises

8 HDPE/ PVC Pipe No. 27 4.05 9 Nepesek Spraier by hand mounted No. 80 0.52 10 Nepesek Spraier by foot mounted No. 15 0.12 11 Hand rotetary duster No. 25 0.20

12 Seed cum fertilizer drill No. 35 5.25

13 Isopam (Threser) No. 23 9.20

Total - - 60.34

Name of Watershed- Jalore III(IWMP) Gram Panchayat - Kora

S.NO Activity Per Total Cost Cost from Beneficiary (%) Project Contribution Fund A 1 Administrative 10 97.95

2 Monitoring 1 9.759

3 Evaluation 1 9.795

B 1 Preparatory Phase(Entry point 4 39.180 activities) 2 5 48.975 Institution and Capacity building 3 1 9.795 Preparation of Detailed Project Report(D.P.R) Total 215.49

C Watershed Development 60 Work(NRM) 1 450.08 Arable Land conservation Measures 2 100.42 Non Arable conservation Measures 3 37.20 Drainage Line Treatment Total 587.70

D Production system and Micro enter 15 111.69 1. prices 2. Arable Production and Microenter prices Non Arable Production Measures Total 146.92

E Consolidation Phase 3 29.39

Grand Total 100 979.50

GENERAL ABSTRACT OF COST THROUGH CONVERGENCE

Name of Watershed- Jalore III(IWMP) Area : 6530 Hac.

S.NO Activity Percentage Amount(In Lacs)

A 1 Administrative - -

2 Monitoring - -

3 Evaluation - -

B 1 Preparatory Phase(Entry point activities) - -

2 Institution and Capacity building - -

3 Preparation of Detailed Project - Report(D.P.R) - Total -

C Watershed Development Work(NRM) - 1 Arable Land conservation Measures -

2 Non Arable conservation Measures 550 45.87

3 Drainage Line Treatment - -

Total 45.87

D Production system and Micro enter prices 1. Arable Production and Microenter prices - 67.76 2. Non Arable Production Measures - -

Total - 67.76

E Consolidation Phase - -

Grand Total - 113.63

CONVERGENCE THROUGH MGNREGA

Abstract of Cost

Name of Water shed- Jalore III(IWMP) Area: 550 Hac.

Non Arable Land Conservation Measures

S. Items Area/No. Amount No.

1 Contour furrow Non Available land 550 45.87

2 Earthen Bend - -

3 Loose stone check down - -

Total 550 45.87

CONVERGENCE THROUGH MGNREGA

ABSTRACT OF COST

Name of Water shed- Jalore III(IWMP) Area: 550 Hac.

Non Arable Land Conservation Measures

Bhaglsefta Daspa Kora Ruchiyar Sarthala Total S. Items No. Area/No Amount Area/No. Amount Area/No. Amount Area/No Amount Area/No. Amount Area/No. Amount

Contour furrow Non 1 Available land 150 12.51 100 8.34 150 12.51 50 4.17 100 8.34 550 45.87

- 2 Earthen Bend ------

- 3 Loose stone check down ------

Total 150 12.51 136 8.51 245 15.33 114 7.13 103 6.13 598 37.41

CONVERGENCE THROUGH AGRICULTURE DEPARTMENT

Abstract of Cost

Name of Water shed- Jalore III(IWMP) Area: 5282 Hac.

Arable Land Production Measures

S. Activity Bhaglsefta Daspa Kora Ruchiyar Sarthala Chak canpan Dhansa Total No. No. No. No. No. No. No. No. No. Crop Demostration(Area 0.04 1 Hac./Demon.) 200 200 200 200 200 200 500 1700

2 Water Tank (size 40x30x06 = 7200 cft.) 3 3 3 - 3 - 13 25

3 H.D.P.E./ P.V.C. Line for Irrigation 5 5 10 - 2 - 10 32

4 Nepsek spraier by hand mounted 5 10 15 10 10 5 30 85

5 Nepsek spraier by foot mounted 2 2 2 2 2 2 5 17

6 Hand rotetary duster 3 3 3 3 3 3 10 28

7 Seed come fertilizer drill 2 5 5 5 5 5 10 37

8 Isopan(Threser) 2 3 3 2 3 2 10 25 VILLAGE WISE GENERAL ABSTRACT OF COST

NAME OF WATERSHED – JALORE III(IWMP) AREA: 6530 HAC.

Chak S.No. Activity Daspa Kora Ruchiyar Sarthala Chanpan Bhaglsefta Dansa Total

A. Watershed Development Work

1. Arable land Conservation Measure 51.86 59.74 64.37 70.56 69.86 27.04 106.65 450.08

2 Non Arable Land Conservation Measure 21.32 18.35 17.10 19.12 7.72 13.83 2.98 100.42

3 Drainage Line Treatment 12.61 0 10.96 13.63 0 0 0 37.20

Total 85.79 78.09 92.43 103.31 77.58 40.87 109.63 587.70

B. Production System

1 Arable Production System 19.83 18.91 16.67 15.57 8.28 18.35 29.70 127.31

2 Non Arable Production System 5.09 3.63 3.63 3.63 0 3.63 0 19.61

Total 24.92 22.54 20.30 19.20 8.28 21.98 29.70 146.92

Grand Total 110.71 100.63 112.73 122.51 85.86 62.85 139.33 734.62 Convergence through Agriculture department

Abstract of Cost

Name of Water shed- Jalore III(IWMP) Area: 5282 Hac.

Arable Land Production Measures

S.No. Activity Qty. Unit Rate Amount

1 Crop Demostration(Area 0.04 Hac./Demon.) 1700 No. 2000.00 34,00,000

2 Water Tank (size 40x30x06 = 7200 cft.) 25 No. 50000.00 12,50,000 3 H.D.P.E./ P.V.C. Line for Irrigation 32 No. 15000.00 4,80,000

4 Nepsek spraier by hand mounted 85 No. 650.00 55,250

5 Nepsek spraier by foot mounted 17 No. 800.00 13,600

6 Hand rotetary duster 28 No. 800.00 22,400

7 Seed come fertilizer drill 37 No. 15000.00 5,55,000

8 Isopan(Threser) 25 No. 40000.00 10,00,000

Total - - - 67,76,250.00

Say Rs. 67,76,000.00

Abstract of Estimate

Name of Water shed- Jalore III(IWMP) Area:

Name of Village:

S.No. Items Qty. Unit Rate Amount Labour Total Labour Total Making of 1.2 mater hight Tharny fencing useing hocally 1 available material and fixing it at a spacing of 15 cm pressing the fencing firmlly in soil for Bush fencing (Jhad Band) Meter 5.68 5.68 5.68 40/4(4.1) Total

2 Add 35% in Labour Amount

Total

3 Add 3% Contingency charge

Total

4 Total Labour

5 Total material

Grand Total

(J)DETAILS OF EXISTING STRUCTURE LIKE PANCHAYAT TANKS, IRRIGAION TANKS, MG NREGA STRUCTURE

NAME OF WATERSHED – JALORE III(IWMP) PANCHAYAT SAMITI BHINMAL

S.No. Name of Village Panchayat Tanks. No. Irrigation MG. NREGA Total No. Tanks No. Structure No.

1 Daspa 4 - 4 8

2 Kora 3 - 4 7

3 Ruchiyar 3 - 4 7

4 Sarthala 2 - 3 5

5 Chak Chanpan 1 - 2 3

6 Dhansa 5 - 3 8

Total 18 - 20 38

TECHNICAL FEATURE

Soil Details:-

SOIL IS SANDY LAND TO MY IN THE WATERSHED LAND CAPABILITY CLASSIFICATION

S.No. Land class Area in Hector

1 Class - II 29% 1958

2 Class - III 68% 4592

3 Class - IV 0.94% 140

Class – IV 2% 4 63

Total 6753

CHAPTER- V

ACTIVITY WISE TOTAL ABSTRACT OF COST

Total Target Activity Unit S.No.

Phy. Fin. A I Administration cost 10% - 97.95

I Arable Land Conservation Measures Hac. 5282 156.20 (1) Vegetative Contour Bund

(2) Earthen Bund No. 351 96.25 (3) Gully Control Structure (Loose Stone Chack Dam) No. - 28.30 (4) Water Harvesting Tanka No. 128 91.30 (5) Wasteweir No. 21 69.78 Total - 442.23 II Non Arable Land Conservation Measures

(1) Ditch Cum Bund Fencing Mt. 214.00 20.73 (2) Buss Fencing (Jad-Bads) Mt. 5000 0.39 (3) Contour Furrow in Pasture Land Hac. 264 16.53 (4) Contour Furrow in Non Arable Land Hac. 758 47.42 (5) Earthen Bund No. 112 23.87 (6) Gully Control Structure (Loose Stone Chack Dam) No 19 11.52 (7) Waste weir No - - Total - 120.46

III Drainage Line Treatment

(1) Earthen Bund with Pitching No. 2 2.33

(2) Waste weir No. 14 60.62 Total - 62.95 Total Watershed Development Works - - 625.64 D Production System and Micro Enterprises

I Arable Land Production System 15% - - (1) Crop Demonstration i Single Crop No. 7247 63.08 ii Enter Cropping No. 3370 23.59 (2) Agro Forestry No. 47000 7.05 (3) Dry land Horticulture No. 7000 4.20 (4) Homestead Kitchen Garden No. 600 3.00 (5) Organic Farming i Compost Pit No. 795 7.95 ii Vermi Compost Unit No. 120 2.64 (6) Household Production System (For Marginal Farmer and landless Labour ) i Small Live Stock – Goat and Sheep Rearing No. 120 12.00 ii Service sector Carpentry Tailoring, Blacksmith, No. Repair shop for Cycle/ Two wheelers etc. 75 3.75

7 Water Tank. No. 22 11.00

8 HDPE/ PVC Pipe No. 27 4.05 9 Nepesek Spraier by hand mounted No. 80 0.52 10 Nepesek Spraier by foot mounted No. 15 0.12 11 Hand rotetary duster No. 25 0.20 12 Seed cum fertilizer drill No. 35 5.25 13 Isopam (Threser) No. 23 9.20 Total - - 157.60

II Non Arable Land Production System No. (1) Plantation in Pasture land and Along DLT. line 79200 31.03 (2) Over seeding in Pasture land Hac. 264 2.27 (3) Over seeding in Non Arable land Hac 666 1.48 Total - 34.78 III Live Stock Management (1) Fodder Demonstration No. 594 5.35 (2) Mangers Distribution No. 1000 4.00 (3) Animal Health Camps No. 50 5.00 Total - - 14.35 Total Production System - - 206.73 E. Consolidation 3% - 29.39 Grand Total - - 1077.25

DESIGN OF BUND IN ARABLE LAND

Name of Water Shed : Jalore III (IWMP) Name of P.S.: Bhinmal

V.I = 0.305 (XS+Y)

0.305( 0.8 x 2+ 1.0) V.I = 0.793

V.I Vertical interval X= Rain Fall Factor 0.8 Y= Factor due to soil infiltration & Crop cover 1 S= Percent slope 2

He= (Rex VI) 1/2 (50) 1/2

He= 0.85 Say 0.90 Cm.

He Depth of impounding Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62 V.I Vertical interval 0.793

Total Height of Bund= 0.90 + 0.3 = 1.20 Cms Top width of Bund = 0.3 Cms. Bottom width of Bund = 2.75

Cross section of bund = (Top width of Bund +Bottom width of Bund ) x Height 2

X Section= ( 0.30+ 2.70 )x 1.20 2 X Section= 1.80 Sqmt.

DESIGN OF EARTHEN BUND

Name of Water Shed : Jalore III (IWMP) Name of Block: Bhinmal

V.I = 0.305 (XS+Y)

0.305( 0.8 x 3+ 1.0) V.I = 1.037

V.I Vertical interval X= Rain Fall Factor 0.8 Y= Factor due to soil infiltration & Crop cover 1 S= Percent slope 3

He= (Rex VI) 1/2 (50) 1/2

He= 0.97 Say 0.90 Cm.

He Depth of impounding Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62 V.I Vertical interval 1.037

Total Height of Bund= 0.7 + 0.5 = 1.20 Cms Top width of Bund = 0.6 Cms. Bottom width of Bund = 4.80

Cross section of bund = (Top width of Bund +Bottom width of Bund ) x Height 2

X Section= ( 0.6 + 4.80 )x 1.2 2 X Section= 3.24 Sqmt.

DESIGN OF EARTHEN BUND

Name of Water Shed : Jalore III (IWMP) Name of Block: Bhinmal

V.I = 0.305 (XS+Y)

0.305( 0.8 x 5+ 1.5) V.I = 1.678

V.I Vertical interval X= Rain Fall Factor 0.8 Y= Factor due to soil infiltration & Crop cover 1.5 S= Percent slope 5

He= (Rex VI) 1/2 (50) 1/2

He= 0.969 Say 0.95Cm.

He Depth of impounding Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62 V.I Vertical interval 1.678

Total Height of Bund= 0.95 + 0.50 = 1.45 Cms Top width of Bund = 0.60 Cms. Bottom width of Bund = 5.60

Cross section of bund = (Top width of Bund +Bottom width of Bund ) x Height 2

X Section= ( 0.60+ 5.60 )x 1.45 2 X Section= 4.495 sqmt. Say 4.50 sqmt.

CROSS SECTION OF V.C.B

0.30 ...... 1:1 ...... 1.:1 1.20 ......

...... tehu ry ...... 0.30 2..70

0.30

6.0

( All Measurement in Meter) Cross Sec.= ((2.70+0.30)) x1.2 2 = 1.80 Sqm CROSS SECTION OF EARTHAN BUND TYPE - I

0.60 ...... 2:1 ...... 1.5:1 1.45 ......

...... tehu ry ...... 0.30 5.60

0.30

15.00

All Measurement in Meter) Cross Sec.= ((5.60+0.30)) x1.45= 4.495 Say 4.50 sqmt. 2

Cross Sec.= 4.50 sqmt.

CROSS SECTION OF EARTHAN BUND TYPE - II

0.75 ...... 2:1 ...... 1.5:1 1.40 ......

...... tehu ry ...... 0.30 5.65

0.30

14.93

( All Measurement in Meter) Cross Sec.= ((5.65+0.75) /2)x1.40 = 4.48 Sqm

CROSS SECTION OF DITCH CUM BUND FENCINGH

...... G.L

1.0

0.60

Cross Sec.= ((1.60+0.0.60) )x1.00 2 = 1.10 Sqm

CROSS SECTION OF L.S.C.D

1.00

1:1 1.0

0.45 Ground Level

2.45

Cross Sec.= ((1.00+2.00) /2)x1.00 = 1.50 Sqm

CROSS SECTION OF CONTOUR FURROW

...... G.L

0.30

Cross Sec.= 1/2x0.60x0.30

= 0.09 sqm.

Model Estimate of Tool Kit

Household Production System( for Marginal farmer and Land less labour ) Service sector- Tool Kit Specification Trade wise Detail of tools requirement in one set 1. One set of carpentry tools COST RS. 4000/ Kit S.No. Name of tools Specification Quantity 1 Hand saw Size 15” 1 No 2 Hand saw Size 12” 1 No 3 Screw driver Size 8”x25mm 1 No 4 Combination pliers Size 8”Make – Taparia 1 No 5 Charsi with handle Size 25 mm 1 No 6 Charsi with handle Size 18 mm 1 No 7 Charsi with handle Size 10 mm 1 No 8 Wooden Randda Big- Made of Sagwan 1 No 9 Wooden Randda Small – Made of Sagwan 1 No 10 File half round Make JK 1 No 11 File regular Make JK 1 No 12 Tee Bar carpenter frame Size 4’x2” 1 No (shikanja) for wooden frame 13 Stone silly Size 6”- ISI Mark 1 No 14 Basola with handle Weight 800 gram 1 No 15 Ball peen harmmer Weight 300 gram Make Ambica 1 No 16 Cross peen hammer Weight 500 gram – Make Ambica 1 No 17 Measurement tape Size 10 feet- Make Freeman 1 No 18 Pincer Size 200 mm- 1 No 19 Girmit Size ½ “ 1 No 20 Tri Square Size 8” 1 No 21 Hand Operated drill Size ¼ “ 1 No 22 Steel box for Tools Size( 22”x11”) – G.I. sheet 1 No

2. One set of Mason tools COST RS. 2000/ Kit S.No. Name of tools Specification Quantity 1 Karni Size – Big- 1 No 2 Karni Size – small 1 No 3 Mashtar wooden Size 36” Made of Sagwan 1 No 4 Mashtar wooden Size 24 “ Made of Sagwan 1 No 5 Mashtar wooden Size 15” Made of Sagwan 1 No 6 Gurmala 1 No 7 Soot 1 No 8 Sabbal Heavy iron 1 No 9 L shape measurement (Gunia) 1 No 10 Level pipe(25 foot) 5 mm 1 No 11 Chiesal Size 6” , 8” Make – Taparia 1 No 12 Ball pine hammer Weight 500 gm Make – Ambica 1 No 13 Cross pine hammer Weight 300 gm Make – Ambica 1 No 14 Aluminium rib Size 60” x 4”x 1.5” 1 No 15 Measurement tape Size 10 feet Make – Freemans 1 No 16 Canvas bag for above tools Made of Heavy canvas 1 No

3 . One set of Pottery Tools COST RS. 12000/ Kit

S.No. Name of tools Specification Quantity 1 Clay lump beating hammer MS pat. Size – D 100 – 120 mm 1 x T5-6mm. with iron pipe handle 2 Wooden hammer(Thapa) Sheesam Wood. Size – D6-7”x 1 T1.25”. handle- L6” 3 Tasla MS Sheet. Size- D15”. SWG-20 1

4 Spade (Phawda) MS sheet. Size L 10 “x w10”. 1 SWGT-20. fitted with Wooden Handle 5 Kamdai Wooden Size- 2”x 1-1.25” approx. Arc. Shap 6 Pindi Cement Various Sizes 3

7 Decoration tools MS (Banki, Sua. Piyali. Patti) 8

8 Decoration Wheel Size- H 16” x D 12-15”. Tripod 1 Structure. Fitted with double Ball Bearing. Iron sheet 5 mm 9 Manual Potter Wheel Outer Dia- inner plate size – D- 1 300mm x T-20mm. T-WT- 17 kg minimum (Casted iron body). Tripod Casted Iron Structure with Ball bearing. 2 nos. of outer rings made of T or steal of 12 mm Dia. Cross Wooden Support Structure. 10 Electric Potter wheel Structure dimension 1 (25”x16”x16”) iron angle (iron angle structure 35-5) casted iron wheel dia 23”. Ball bearing -2 (6206) sealed. Shaft dia 2”. V- belt pully, WT 23-25 kg.

4. One set of Footwear(Mojari) Tools COST RS. 12000/ Kit

S.No. Name of tools Specification Quantity 1 Hummer Ball Pane Drop forged steel. Induction hardened. Seasoned wood handle. WT- 300 gms with wooden handle. Nylon hammer (L 240 mm. head size L80x D300mm) 2 Wooden Block Size- L 18”x W4”x T 4” 1 3 Pincer Size – 8” 1 4 Scissors Size- 9”. Steel Body. Brass 1 Handle 5 Bodam / Shoe anvil Graded CI with 3 phases. WT – 4 1 kg . approx. 6 Cutting Blade Set (Ramp) Steel with Wooden Handle. Size- set L 150x W30X T6mm 7 Stitching Awl Steel with Sheesham Wood 1 Handle 8 Sharpening Stone Size- 150x50x25mm. 109 no. 1 9 Shoe measuring Tape Size—2’ fibre/ good quality 1 plastic material 10 Lock Punch Set Steel 1 11 Eye let setting tool Steel 1 12 Round whole punch set Steel, Size – L 100 Range- 1 to 1 set(10 10 pcs.) 13 Design punch Set En-9 steel. Size – L100 1 set(3 pcs.) 14 Zig zag Steel Scissors Steel, Size- 81/2”. Grooves on 1 cutting edge. 15 Pattern Cutting Knife Steel, Size – 6” 1 16 PP Block Size- L 6” x W 6” x T 20mm 1 17 Steel Scale Size-12” and 24” 1 18 Leather Scraping Brush Size- 8” with wooden Handle 1 19 Adhesive Brush Size- 10 mm. 12 mm. 25 mm 1 20 Spring Divider Steel- Size 9” 1 21 Sant Steel- H 6” WT – 1 kg. 1 22 Sizzeore Passing Steel- Size 8” 1 23 Thread Cutter Steel with plaste handle. Size- L 1 100 mm 24 Number sety Steel Set of 10 25 Capsol Punch Size (8-10-12-16) Set 26 Brush Size 10 mm. 12mm.25mm 1 Machine Tools 1 27 HD Flat Bad Swing Machine 31 K. Branded Company 1

5. One set of Blacksmith Tools COST RS. 6000/ Kit

S.No. Name of tools Specification Quantity 1 Big Hammer Ghon – 5 kg 1 2 Hammer Ghon – 1 kg 1 3 Hammer Ghon – ½ kg 1 4 Anvil- chouka Ghon – 10 kg 1 5 Chisel- 3 Nos Ghon – 1 kg,500 kg. 1 750gm 6 Meaurement tape 3 MTR 1 7 Tringle 6” 1 8 Plie Taparia 8” 1 9 Scra drive 10” Tapana 1 10 Tin 10” 1 11 Hand operated electric hand - 1 drill 12 Sansasi- flat and round - 1 13 Table Vice - 1 14 Haksa Frame Poland type - 1

6 One set of Cycle Mechanic Tools COST RS. 6000/ Kit

S.No. Name of tools Specification Quantity 1 Hammer 500gm 60.00 2 Hammer 1 kg 100.00 3 Plies 8” Taparia 180.00 4 Screw driver Taparia 6”-8”-12” 250.00 5 Pincer- 6” 6” 100.00 6 Nose plier-6” 6” 100 7 Alignment equipment cycle wheel 1000 8 Anivil – Chowka 5 kg 500.00 9 Screw wrench 10” 150.00 10 Hexa Frame polaud type 120.00 11 Spanner Set fix type 8 pcs 8 pcs 380.00 12 Electric hand drill machine 2000.00 13 Hand Skipper 10” 100.00 14 Solution 50.00 15 Water Pump Plier 100.00 16 Punch 6” 50.00 17 Hand Scissors 8” 120.00 18 Oil cane 250 gm 80.00

MODEL ESTIMATE

uke ty xzg.k {ks= &tkyksj III ¼I.W.M.P ½ dk;Z dk uke % o’kkZ ty laxzg.k Hkwfexr Vkadk fuekZ.k

{kerk% 24400 yhVj

Ø- dk;Z dk fooj.k l-×y-×pkS-×Å@x-= dqy ek=k la- 1- uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk cxy dks laokjuk [kqnh feV~Vh dks ckgj Vakdk& π/4 ×(3.35) 2×1.50=13.21 ?k-eh- fudkyuk uhao Hkjus ds ckn [kkyh LFkkuks dks iqu% vkxksj& π/4 ×(8.50) 2 &(8.05) 2×0.30= 1.75 feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj ;ksx =14.96 ?k-eh dh nwjh rd fuLrkj.k djukA i l[r] fpduh]dadj feV~Vh esa

ii fo?kfVr p~Íku π/4 ×(3.35) 2×1.50=13.21 ?k-eh- π/4 ×(3.35) 2×0.50= 4.40 ?k-eh- ;ksx =17.61 ?k-eh

i feV~Vh dh 1-5 eh- vfrfjDr mBku ds fy, 13-21 ?ku-eh- 2- ii feV~Vh dh 3-0 eh- vfrfjDr mBku ds fy, 4-40 ?ku-eh- ;ksx =17.61 ?k-eh

3- lhesUV dkadzhV uhao ;k Q”kZ esa 40 fe-eh- ek dh iRFkj feV~Vh@bZVs lhesUV jsr elkyk esa 1 2 Vakdk& π/4 ×(3.35) ×0.15=1.32 ?k-eh- lhesUV]4 jsr % 8 feV~Vh vuqikr esa feykdj Mkyuk vkxksj π/4 ×[(8.05) 2 &(3.50) 2]×0.15=6.18 ?k-eh- rFkk dqVkbZ djuk rjkbZ lesrA ;ksx =7.50 ?k-eh

4- lsUVfjax&”kVfjax dk vkj-lh-lh- Nr] Lysc] che]NTts fyUVy vkfn Mkyus ds fy, yxuk 4-5 π ehVj ÅapkbZ rd ds fy, rFkk gVkuk vkfn fo”ks’k ×3.05×3.35=32.08 o-eh fooj.k ds vuqlkj

5- lhesUV dkdzhaV 1%1%5%3 feJ.k dh izofyr lhesaV

dkdzhaV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh π 2 2 Lyse] NTts] che] fyVy vkfn esa]nckuk] rjkbZ /4 ×[(3.35) &(3.05) ]×3.35=5.05 ?k-eh- djuk rFkk lrg dks 1 % 3 lhesUV elkys ls

lery djuk lesar ijUrq LVªh rFkk “kVfjax dh dher vyx ls

6- uhao rFkk dqlhZ esa izFke Js.kh bZVks dh fpukbZ lhesUV ctjh 16 ;k 18 elkys esa e; cxy dh π/4 ×[(3.50) 2 &(3.05) 2]×0.60=1.38 ?k-eh- f>jh can djus rFkk rjkbZ lesrA π/4 ×[(8.50) 2 &(8.05) 2]×0.60=3.50 ?k-eh- lhesUV elkyk 1%6 ;ksx =4.88 ?k-eh lhesUV IykLVj nhokj ij 1%4 vuqikr esa lhesUV π×3.05×3.35 =32.08 o-eh- 7- ctjh feykdj dj tksMks dks dqjsnus rFkk rjkbZ π×3.50×0.60 = 6.59 o-eh- lfgr 20 fe-eh- ;ksx =38.67 o-eh-

8- iRFkj ds fljny ¼fyVy½ dh vkiwfrZ dj] fpukbZ 2 ×3.50×0.30=2.10 o-eh- esa mi;ksx dh xbZ elkys esa mls yxkukA 9- vOoy ntsZ dh iRFkj dh ifÍ;ks dh Nr π/4 ×(3.50) 2=9.61 o-eh- Mkyuk] Åij RkFkk uhps ls tksMks esa iRFkj dh phi ?kVk;k 0-45 ×0.45 =0.20 o-eh- ds lkFk 1%4 vuqikr esa lhesUV elkys ls Hkjuk =9.41 o-eh-

2 π/4 ×(3.05) =7.30 o-eh- 10 50 eh-eh- eksVkbZ esa lhesUV dadzhV 1%2%4 feJ.k π/4 ×(3.50) 2=9.61 o-eh- ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZV dh 12 eh- ukHkh; fx V~Vh ds lkFk feykdj ;ksx = 16.71 o-eh- Mkyuk]dwVuk]nckuk rFkk rjkbZ vkfn lesrA ?kVk;k 0-45 ×0.45 =0.20 o-eh- =16.71 o-eh-

π/4 ×[(8.50)2 &(3.50) 2]=47.10 o-eh-

lhesaV IykLVj nhokj ij 1%6 vuqikr esa 8.50×0.30=8.00 o-eh- 11- 8.05×0.30=7.58 o-eh- lhesaV&ctjh feykdj tksMks dks dqjsnus rFkk rjkbZ ;ksx =62.68 o-eh- lesrA ¼c½ 20 eh-eh-

1 uax 12 ,Y;wfefu;e dk

MODEL ESTIMATE

uke ty xzg.k {ks= &tkyksj III ¼I.W.M.P ½ dk;Z dk uke % o’kkZ ty laxzg.k Hkwfexr Vkadk fuekZ.k {kerk% 24400 yhVj

Ø- dk;Z dk fooj.k ek=k bdkbZ nj jkfk la- Je dqy Je dqy 1- uhao] [kkbZ rFkk ukyk vkfn ds fy, 1 -5 eh - xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk cxy dks laokjuk [kqnh feV~Vh dks ckgj fudkyuk uhao Hkjus ds ckn [kkyh LFkkuks dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA ?k-eh 61-00 61-00 912-56 912-56 14.96 i l[r] fpduh]dadj feV~Vh esa ?k-eh 128-00 128-00 2254-08 2254-08

ii fo?kfVr p~Íku 17.61 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la-

?k-eh 8-00 8-00 105-68 105-68 2- 2c l n½

13.21

i feV~Vh dh 1-5 eh- vfrfjDr mBku ds ?k-eh 16-00 16-00 70-40 70-40 4.40 fy,

ii feV~Vh dh 3-0 eh- vfrfjDr mBku ds 3- fy,

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la- ?k-eh 198-00 1551-00 1485-00 11632-50 3½ 7.50

lhesUV dkadzhV uhao ;k Q”kZ esa 40 fe-eh-

ek dh iRFkj feV~Vh@bZVs lhesUV jsr 4- elkyk esa 1 lhesUV]4 jsr % 8 feV~Vh

vuqikr esa feykdj Mkyuk rFkk dqVkbZ o-eh- 705-76 22-00 110-00 3528-80 djuk rjkbZ lesrA 32.08 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 6 vkbZVe la-

11v½

5- lsUVfjax&”kVfjax dk vkj-lh-lh- Nr]

Lysc] che]NTts fyUVy vkfn Mkyus ds

fy, yxuk 4-5 ehVj ÅapkbZ rd ds fy, ?k-eh 470-50 3077-00 2376-02 15538-85

rFkk gVkuk vkfn fo”ks’k fooj.k ds 5.05

vuqlkj 6- ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 10 vkbZVe la- 45½

?k-eh 331-00 2851-00 1615-28 lhesUV dkdzhaV 1%1%5%3 feJ.k dh izofyr lhesaV 4.88 13912-88

dkdzhaV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh Lyse] NTts] che] fyVy vkfn esa]nckuk] rjkbZ

djuk rFkk lrg dks 1 % 3 lhesUV elkys ls 3364-29 7- lery djuk lesar ijUrq LVªh rFkk “kVfjax dh 38.67 o-eh- 37-00 87-00 1430-79 dher vyx ls ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 37½

8- uhao rFkk dqlhZ esa izFke Js.kh bZVks dh 2106-30 fpukbZ lhesUV ctjh 16 ;k 18 elkys esa 2.10 o-eh- 150-00 1003-00 315-00

e; cxy dh f>jh can djus rFkk rjkbZ lesrA

lhesUV elkyk 1%6

9- ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 7 vkbZVe la-

16 v½ 7368-03

o-eh- 240-00 2258-40 lhesUV IykLVj nhokj ij 1%4 vuqikr esa 9.41 783-00 lhesUV ctjh feykdj dj tksMks dks

10 dqjsnus rFkk rjkbZ lfgr 20 fe-eh-

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 67c½ 3174-90 iRFkj ds fljny ¼fyVy½ dh vkiwfrZ dj] 16.71 o-eh- 76-00 190-00 1269-96 fpukbZ esa mi;ksx dh xbZ elkys esa mls 11- yxkukA ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 8 vkbZVe la-

31½ 4701-00 62.68 o-eh- 37-00 75-00 2319-16 vOoy ntsZ dh iRFkj dh if Í;ks dh Nr 12 600-00 Mkyuk] Åij RkFkk uhps ls tksMks esa iRFkj 1 & yxHkx 600-00 & dh phi ds lkFk 1%4 vuqikr esa lhesUV

elkys ls Hkjuk ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 69270- 36½ 27 17118-09 5991-33 50 eh-eh- eksVkbZ esa lhesUV dadzhV 1%2%4 75261- feJ.k ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZV dh 12 eh- ukHkh; fxV~Vh ds 60 lkFk feykdj Mkyuk]dwVuk]nckuk rFkk 2257-84 77519- rjkbZ vkfn lesrA ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 11 vkbZVe la- 44 58v½ 23109- lhesaV I ykLVj nhokj ij 1%6 vuqikr esa 00 lhesaV&ctjh feykdj tksMks dks dqjsnus 54410- rFkk rjkbZ lesrA ¼c½ 20 eh-eh 00 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 77519- 68c½ 00 ,Y;wfefu;e dk

tksMk Jfed nj esa c

Say 78000.00

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& d`f’k Hkwfe ij osthVsfVo dUVwjcUM xkWo dk uke % Hkkxyls¶Vk {kS=Qy% 297 gSDVs;j

Ø-la fooj.k y-xpkS-xm-/x 1 Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 42. - 122 1. - 158 43. - 160 2. - 122 44. - 120 3. - 118 45. - 198 4. - 202 46. - 161 5. - 199 47. - 159 6. - 241 48. - 161 7. - 79 49. - 279 8. - 161 50. - 121 9. - 278 51. - 238 10. - 122 52. - 163 11. - 157 53. - 237 12. - 163 54. - 242 13. - 158 55. - 199 14. - 202 56. - 281 15. - 198 57. - 279 16. - 162 58. - 201 17. - 158 59. - 117 18. - 162 60. - 123 19. - 278 61. - 118 20. - 202 62. - 122 21. - 198 63. - 119 22. - 242 64. - 121 23. - 118 65. - 197 24. - 82 66. - 83 25. - 197 67. - 157 26. - 203 68. - 203 27. - 277 69. - 160 28. - 123 70. - 120 29. - 77 71. - 197 30. - 163 72. - 203 31. - 199 73. - 78 32. - 161 74. - 161 33. - 158 75. - 280 34. - 162 76. - 201 35. - 159 77. - 160 36. - 201 78. - 161 37. - 276 79. - 39 38. - 164 80. - 82 39. - 117 81. - 188 40. - 163 82. - 201 41. - 158 83. - 235

84. - 160 85 - 165 86 - 135 87 - 177 88 - 208 89 - 211 90 - 199 91 - 187 92 - 172 93 - 185 94 - 163 95 - 160 96 - 195 97 - 159 98 - 170 99 - 194 100 - 209 101 - 180 102 - 172 103 - 176 ;ksx 10634 ehVj

2x 10634 =21268 ehVj

2 feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk]

3 /kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks 2 x 10634= 21268 eh- ykbZuksa esa

4- /kkeu ?kkl cht ek=k 21268 ehVj @1-00 fd-xzk-@100 eh0 = 212.68 fd-xzk- Say 213 fd-xzk-

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke&d`f’k Hkwfe ij vnZu c.M xkWo dk uke % Hkkxyls¶Vk {kS=Qy% 297 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k 1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd Ø-la- yEckbZ ¼ehVj esa½

Ø-la- yEckbZ ¼ehVj esa½ 26. - 163 27. - 172 1. - 66 28. - 178 2. - 65 29. - 152 3. - 63 30. - 144 4. - 137 31. - 201 5. - 139 32. - 180 6. - 96 33. - 164 7. - 84 34. - 157 8. - 118 35. - 164 9. - 50 36. - 145 10. - 97 37. - 169 11. - 87 38. - 163 12. - 131 39. - 158 13. - 89

14. - 102 ;ksx = 925 ehVj 15. - 90 16. - 106 17. - 62 2x925=1850 ehVj 18. - 137 19. - 147 20. - 117 21. - 75 22. - 63 23. - 170 24. - 165 25. - 185

2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

3- nks ykbuksa esa cht cqokbZ cuk;s x;s fjt ij 2x925=1850 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 925x100 =6117 ux 15

5 chtks dh ek=k ¼/kke.k ?kkl cht½ 1850 eh0 @1 fd-xzk@ 100 eh0 18.50 fd-xzk- Say 18.00 fd-xzk-

925 eh0 @ 2 fd-xzk@ 100 eh0 6 chtks dh ek=k ¼okfudh cht½ =18.50 Say 18.00 fd-xzk

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& vd`f’k Hkwfe ij vnZu c.M xkWo dk uke %Hkkxyls¶Vk {kS=Qy% 310 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k 1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd Ø-la- yEckbZ ¼ehVj esa½

14. - 102 ;ksx = 2225 ehVj 15. - 90 16. - 106 17. - 62 2x2225=4450 ehVj 18. - 137 19. - 147 20. - 117 21. - 75 22. - 63 23. - 170 24. - 165 25. - 185

2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

3- nks ykbuksa esa cht cqokbZ cuk;s x;s fjt ij 2x2225=4450 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 2225x100 =14833 ux 15

5 chtks dh ek=k ¼/kke.k ?kkl cht½ 4450 eh0 @1 fd-xzk@ 100 eh0 44.50 fd-xzk- Say 44.00 fd-xzk-

2225 eh0 @ 2 fd-xzk@ 100 eh0 6 chtks dh ek=k ¼okfudh cht½ =44.50 Say 44.00 fd-xzk

ykxr rdehuk

uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& o’kkZ ty laxzg.k Hkwfexr Vkadk fuek.kZ xkWo dk uke % Hkkxyls¶Vk {kS=Qy% 297 gSDVj {kerk% 24400 yhVj

Ø- dk;Z dk fooj.k ek=k bdkbZ nj jkfk la- Je dqy Je dqy 1- uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk cxy dks laokjuk [kqnh feV~Vh dks ckgj fudkyuk uhao Hkjus ds ckn [kkyh LFkkuks dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA i l[r] fpduh]dadj feV~Vh esa 14.96 ?k-eh 61-00 61-00 912-56 912-56

ii fo?kfVr p~Íku 17.61 ?k-eh 128-00 128-00 2254-08 2254-08 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la- 2c l n½

i feV~Vh dh 1-5 eh- vfrfjDr mBku ds fy, 13.21 ?k-eh 8-00 8-00 105-68 105-68

ii feV~Vh dh 3-0 eh- vfrfjDr mBku ds fy, 4.40 ?k-eh 16-00 16-00 70-40 70-40 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la- 3½

lhesUV dkadzhV uhao ;k Q”kZ esa 40 fe-eh- ek dh 3- iRFkj feV~Vh@bZVs lhesUV jsr elkyk esa 1

lhesUV]4 jsr % 8 feV~Vh vuqikr esa feykdj Mkyuk 7.50 ?k-eh 198-00 1551-00 1485-00 11632-50 rFkk dqVkbZ djuk rjkbZ lesrA ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 6 vkbZVe la- 11v½

lsUVfjax&”kVfjax dk vkj-lh-lh- Nr] Lysc] 4- che]NTts fyUVy vkfn Mkyus ds fy, yxuk 4-5

Å ehVj apkbZ rd ds fy, rFkk gVkuk vkfn 32.08 o-eh- 22-00 110-00 705-76 3528-80 fo”ks’k fooj.k ds vuqlkj ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 10 vkbZVe la- 45½

lhesUV dkdzhaV 1%1%5%3 feJ.k dh izofyr lhesaV dkdzhaV esa

5- Mkyuk rFkk vkiwfrZ djuk] Nr dh Lyse] NTts] che]

fyVy vkfn esa]nckuk] rjkbZ djuk rFkk lrg dks 1 % 3

lhesUV elkys ls lery djuk lesar ijUrq LVªh rFkk 5.05 ?k-eh 470-50 3077-00 2376-02 15538-85 “kVfjax dh dher vyx ls

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 37½

6- uhao rFkk dqlhZ esa izFke Js.kh bZVks dh fpukbZ

lhesUV ctjh 16 ;k 18 elkys esa e; cxy dh f>jh can djus rFkk rjkbZ lesrA 4.88 ?k-eh 331-00 2851-00 1615-28 13912-88 lhesUV elkyk 1%6 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 7 vkbZVe la- 16 v½

38.67 1430-79 3364-29 7- lhesUV IykLVj nhokj ij 1%4 vuqikr esa lhesUV o-eh- 37-00 87-00 ctjh feykdj dj tksMks dks dqjsnus rFkk rjkbZ lfgr 20 fe-eh-

8- ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 67c½ 2.10 315-00 2106-30 iRFkj ds fljny ¼fyVy½ dh vkiwfrZ dj] fpukbZ o-eh- 150-00 1003-00

esa mi;ksx dh xbZ elkys esa mls yxkukA

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 8 vkbZVe la- 31½

9- vOoy ntsZ dh iRFkj dh ifÍ;ks dh Nr

Mkyuk] Åij RkFkk uhps ls tksMks esa iRFkj dh phi 9.41 2258-40 7368-03 ds lkFk 1%4 vuqikr esa lhesUV elkys ls Hkjuk o-eh- 240-00 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 36½ 783-00

10 50 eh-eh- eksVkbZ esa lhesUV dadzhV 1%2%4 feJ.k

ft lesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZV dh 12 eh- ukHkh; fxV~Vh ds lkFk feykdj Mkyuk]dwVuk]nckuk rFkk rjkbZ vkfn lesrA 16.71 1269-96 3174-90

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 11 vkbZVe la- 58v½ o-eh- 76-00 190-00

11- lhesaV IykLVj nhokj ij 1%6 vuqikr esa lhesaV&ctjh feykdj tksMks dks dqjsnus rFkk rj kbZ lesrA ¼c½ 20 eh-eh 62.68 2319-16 4701-00 o-eh- 37-00 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 68c½ 75-00 1 12 ,Y;wfefu;e dk

17118- 69270- ;ksx 27 09 tksMk Jfed nj esa c

Say Rs.78,000.00 dqy 11 Vkads@ 78000/ Vkadk = 858000.00 1- d`"kd fgLlk jkf'k = 78000-00 2- ifj;kstuk jkf'k = 780000-00 foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke&pjkxkg Hkwfe ij [kkbZ QSaflax xkWo dk uke % Hkkxyls¶Vk {kS=Qy% 25 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k 1 25 gSDV;j @ 100 eh0@gSDVs;j Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd =2500 ehVj 2x2500 ehVj = 5000 ehVj 2- uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h dk [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk]cxy dks laokjuk][kqnh feV~Vhdks ckgj fudkyuk] uhoa Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj nwjh rd fuLrkj.k 2500x(1.60+0.60 )x1.0 djukA 2 l[r feV~Vh esaA [kkbZ gsrq = 2750.00 ?k-eh-

rhu ykbzuksa esa 15&15 lseh nwjh ij 3 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 3x2500=75000x100 15 =50000 uax 4- okfudh chtksa dh ek=k 2500 eh0 @ 2 fdyks@100 eh0 ¼ikfdZx lksuh;k½ =50 fd-xzk

5 15 lseh xgjh VªasUp [kksndj Fkksj yxkuk 2500 ehVj ABSTRACT OF COST

Name of Water shed- Jalore III(IWMP) Area: 310 Hac. Name of Village: Bhaglsefta

Non Arable Land Conservation Measures

S.No. Items Area/No. Amount(Lacs)

1 i. Ditch cum Bund Fenching 25 2.86 i. Bush Fenching (Jhad- Badh) - -

2 i. Contour furrow Pastnre land) ii. Contour furrow Non Available 25 2.09 land - -

3 Earthen Bund 26 8.88

4 Loose stone check down - -

Total - 13.83

ABSTRACT COST

Name of watershed – Jalore III(IWMP) Name of Work – Crop/Folder Demostration Name of Village : Bhaglsefta Area: 297 Ha.

S.No. Name of Activity Quntity Unit Rate Total cost Project Cultivator cost Contribution A Crop Demonstration :- 1 Moong. 280 No. 975 273000 195000 78000

2 Guar 140 No. 775 108500 77500 31000

3 Moong+Bajra 434 No. 1300 564200 403000 161200

4 Mustered 140 No. 750 105000 75000 30000

Total 710 - - 1050700 750500 300200 B Fodder Demonstration 5 Lucern No. 69 1525 105225 76250 28975

Grant Total - - - 1155925 826750 329175 Say 827000 ABSTRACT OF COST

Name of watershed – Jalore III(IWMP) Name of Work – Household Prod. & Micro entrprises Name of Village : Bhaglsefta Area: 297Hac.

S.No. Name of Activity Quntity Unit Rate Amount

1 Service sector :- 1. Carpenter 4 No. 4000 16000

2. Black smith 2 No. 6000 12000

3. Cycle repair 2 No. 6000 12000

4.Potter 1 No. 12000 12000

5. Mason 10 No. 2000 20000

6. Foot wear 0 No. 12000 0 2 Small Live Stock (25+1=26 No) (i) Sheep(20+1=21No.) No. 5 38000 190000 (ii) Goat(10+1=11No.) 3 No. 28000 84000 3 Other Micro Enterprises. No. L.S. 296000

TOTAL 642000

S.No. Category Qty. Rate Total Project Cultivator Amount cost Contribution 1 General 8 - 183000 110000 73000 2 SC/ST 20 - 459000 362000 97000

ABSTRACT OF COST

Name of watershed – Jalore III(IWMP) Name of Work – Live Stock Management Name of Village : Bhaglsefta Area:297 Ha.

S.No. Name of Activity Quntity Unit Rate Amount Project Cultivator cost Contribution 1. Animal Health Camp(One Day)

(Medicine,doctor honorarium, vehicle and 10 No. 10000 100000 100000 - Publicity Charge) 2. Manger(For Cattle Feeding) General 300 No. 500 150000 90000 60000

SC/ST 25 No. 500 12500 10000 2500 Buffalo Bull Distribution 3 1 No. 10000 10000 10000 -

Total - - - 272500 210000 62500

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& d`f’k Hkwfe ij osthVsfVo dUVwjcUM xkWo dk uke % pd pkUniku {kS=Qy% 736 gSDVs;j

Ø-la fooj.k y-xpkS-xm-/x 1 Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd

Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 84. - 238 125. - 197 85. - 202 126. - 199 86. - 198 127. - 201 87. - 262 128. - 203 88. - 282 129. - 257 89. - 278 130. - 262 90. - 297 131. - 278 91. - 243 132. - 163 92. - 202 133. - 117 93. - 88 134. - 162 94. - 197 135. - 158 95. - 163 136. - 282 96. - 243 137. - 238 97. - 197 138. - 243 98. - 238 139. - 237 99. - 202 140. - 158 100. - 198 141. - 162 101. - 122 142. - 282 102. - 203 143. - 238 103. - 157 144. - 197 104. - 158 145. - 277 105. - 362 146. - 161 106. - 122 147. - 239 107. - 278 148. - 162 108. - 197 149. - 158 109. - 203 150. - 282 110. - 161 151. - 238 111. - 121 152. - 122 112. - 203 153. - 238 113. - 177 154. - 283 114. - 241 155. - 297 115. - 199 156. - 123 116. - 157. - 237 123 158. - 261 117. - 117 159. - 299 118. - 282 160. - 243 119. - 238 161. - 237 120. - 121 162. - 363 121. - 259 163. - 157 122. - 238 164. - 239 123. - 262 165. - 221 124. - 263 106 - 218 107 - 162 83. - 222 108 - 158 84. - 298 109 - 283 85 - 282 110 - 217 86 - 198 111 - 248 87 - 163 112 - 117 88 - 157 113 - 123 89 - 161 114 - 117 90 - 259 115 - 202 91 - 263 116 - 238 92 - 217 117 - 162 93 - 203 118 - 158 94 - 297 119 - 201 95 - 263 120 - 159 96 - 157 121 - 242 97 - 222 122 - 118 98 - 238 123 - 299 99 - 203 124 - 261 100 - 257 125 - 219 101 - 262 Total 25493 102 - 218 103 - 241 2x25493=50986 eh0 104 - 159 105 - 122

2 feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk]

4- /kkeu ?kkl cht ek=k 50986 ehVj @1-00 fd-xzk-@100 eh0 = 509.86 fd-xzk- Say 510.00 fd-xzk-

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& d`f’k Hkwfe ij vnZu c.M xkWo dk uke % pd pkUniku {kS=Qy% 736 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 1 Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 40. - 44 41. - 76 81. - 83 42. - 84 82. - 79 43. - 77 83. - 123 44. - 121 84. - 140 45. - 76 85. - 121 46. - 83 86. - 83 47. - 78 87. - 129 48. - 82 88. - 130 49. - 76 89. - 87 50. - 72 90. - 161 51. - 81 91. - 168 52. - 77 92. - 72 53. - 81 93. - 76 54. - 76 94. - 83 55. - 84 95. - 87 56. - 76 96. - 82 57. - 83 97. - 36 58. - 76 98. - 183 59. - 83 99. - 138 60. - 78 100. - 131 61. - 81 ;ksx = 5275 ehVj 62. - 72 63. - 115 64. - 121 2x5275=10550 ehVj 65. - 76 66. - 78 67. - 128 68. - 81 69. - 85 70. - 76 71. - 82 72. - 89 73. - 76 74. - 81 75. - 36 76. - 135 77. - 83 78. - 72 79. - 167 80. - 155

2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

3- nks ykbuksa esa cht cqokbZ cuk;s x;s fjt ij 2x5275=10550 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 5275x100 =35167 ux 15

5 chtks dh ek=k ¼/kke.k ?kkl cht½ 10550 eh0 @1 fd-xzk@ 100 eh0 105.5 fd-xzk- Say 105 fd-xzk-

5275 eh0 @ 2 fd-xzk@ 100 eh0 6 chtks dh ek=k ¼okfudh cht½ =105.5 Say 105 fd-xzk

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& vd`f’k Hkwfe ij vnZu c.M xkWo dk uke % pd pkUniku {kS=Qy% 23 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 1 Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 1. - 44 2. - 76 3. - 84 4. - 77 5. - 121 6. - 76 7. - 83 8. - 78 9. - 82 10. - 76 11. - 72 12. - 81 13. - 77 14. - 81 15. - 76 16. - 84 17. - 76 18. - 83 19. - 76 20. - 83 21. - 78 ;ksx = 1935 ehVj 22. - 81 23. - 72 2x1935=3870 ehVj 24. - 115

2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

3- nks ykbuksa esa cht cqokbZ cuk;s x;s fjt ij 2x1935=3870 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 1935x100 =12900 ux 15

5 chtks dh ek=k ¼/kke.k ?kkl cht½ 3870 eh0 @1 fd-xzk@ 100 eh0 38.70 fd-xzk- Say 39.00 fd-xzk-

1935 eh0 @ 2 fd-xzk@ 100 eh0 6 chtks dh ek=k ¼okfudh cht½ =38.70 Say 39.00 fd-xzk

ykxr rdehuk

uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& o’kkZ ty laxzg.k Hkwfexr Vkadk fuek.kZ xkWo dk uke % pd pkUniku {kS=Qy% 736 gSDVj {kerk% 24400 yhVj

Ø- dk;Z dk fooj.k ek=k bdkbZ nj jkfk la- Je dqy Je dqy 1- uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk cxy dks laokjuk [kqnh feV~Vh dks ckgj fudkyuk uhao Hkjus ds ckn [kkyh LFkkuks dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d ks 50 ehVj dh nwjh rd fuLrkj.k djukA i l[r] fpduh]dadj feV~Vh esa 14.96 ?k-eh 61-00 61-00 912-56 912-56

ii fo?kfVr p~Íku 17.61 ?k-eh 128-00 128-00 2254-08 2254-08 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la- 2c l n½

i feV~Vh dh 1-5 eh- vfrfjDr mBku ds fy, 13.21 ?k-eh 8-00 8-00 105-68 105-68

2- ii feV~Vh dh 3-0 eh- vfrfjDr mBku ds fy, 4.40 ?k-eh 16-00 16-00 70-40 70-40 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 5 vkbZVe la- 3½

lhesUV dkadzhV uhao ;k Q”kZ esa 40 fe-eh- ek dh 3- iRFkj feV~Vh@bZVs lhesUV jsr elkyk esa 1

lhesUV]4 jsr % 8 feV~Vh vuqikr esa feykdj Mkyuk 7.50 ?k-eh 198-00 1551-00 1485-00 11632-50 rFkk dqVkbZ djuk rjkbZ lesrA ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 6 vkbZVe la- 11v½

lsUVfjax&”kVfjax dk vkj-lh-lh- Nr] Lysc] 4- che]NTts fyUVy vkfn Mkyus ds fy, yxuk 4-5

Å ehVj apkbZ rd ds fy, rFkk gVkuk vkfn 32.08 o-eh- 22-00 110-00 705-76 3528-80 fo”ks’k fooj.k ds vuqlkj ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 10 vkbZVe la- 45½

lhesUV dkdzhaV 1%1%5%3 feJ.k dh izofyr lhesaV dkdzhaV esa

5- Mkyuk rFkk vkiwfrZ djuk] Nr dh Lyse] NTts] che]

fyVy vkfn esa]nckuk] rjkbZ djuk rFkk lrg dks 1 % 3

lhesUV elkys ls lery djuk lesar ijUrq LVªh rFkk 5.05 ?k-eh 470-50 3077-00 2376-02 15538-85 “kVfjax dh dher vyx ls

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 37½

6- uhao rFkk dqlhZ esa izFke Js.kh bZVks dh fpukbZ

lhesUV ctjh 16 ;k 18 elkys esa e; cxy dh f>jh can djus rFkk rjkbZ lesrA 4.88 ?k-eh 331-00 2851-00 1615-28 13912-88 lhesUV elkyk 1%6 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 7 vkbZVe la- 16 v½

7- lhesUV IykLVj nhokj ij 1%4 vuqikr esa lhesUV 38.67 o-eh- 37-00 87-00 3364-29 1430-79 ctjh feykdj dj tksMks dks dqjsnus rFkk rjkbZ lfgr 20 fe-eh-

¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 67c½ 8- iRFkj ds fljny ¼fyVy½ dh vkiwfrZ dj] fpukbZ 2.10 o-eh- 150-00 1003-00 2106-30 esa mi;ksx dh xbZ elkys esa mls yxkukA 315-00 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 8 vkbZVe la- 31½

vOoy ntsZ dh iRFkj dh ifÍ;ks dh Nr

9- Mkyuk] Åij R kFkk uhps ls tksMks esa iRFkj dh phi

ds lkFk 1%4 vuqikr esa lhesUV elkys ls Hkjuk 7368-03 ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 9 vkbZVe la- 36½ 9.41 o-eh- 240-00 783-00 2258-40

50 eh-eh- eksVkbZ esa lhesUV dadzhV 1%2%4 feJ.k

10 ftlesa 1 lhesaV 2 ctjh 4 iRFkj dh ;k bZV dh 12 eh- ukHkh; fxV~Vh ds lkFk feykdj Mkyuk]dwVuk]nckuk rFkk rjkbZ vkfn lesrA ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 11 vkbZVe la- 58v½ 16.71 o-eh- 76-00 190-00 3174-90 1269-96 lhesaV IykLVj nhokj ij 1%6 vuqikr esa

11- lhesaV&ctjh feykdj tksMks dks dqjsnus rFkk rjkbZ lesrA ¼c½ 20 eh-eh ¼ft-Lr-nj-vuq-2010 la”kks- ist la- 13 vkbZVe la- 68c½ 62.68 o-eh- 37-00 75-00 4701-00 2319-16 ,Y;wfefu;e dk

;ksx 69270-

tksMk Jfed nj esa c

Say Rs.78,000.00 dqy 17 Vkads@ 78000/ Vkadk = 1326000.00 1- d`"kd fgLlk jkf'k = 81000-00 2- ifj;kstuk jkf'k = 1245000-00 ABSTRACT OF COST

Name of Water shed- Jalore III(IWMP) Area: 736 Hac. Name of Village: Chak chanpan

Arable Land Conservation Measures

S.No. Items Area/No. Total Cost Project Cultivators cost contibution 1 Vegetative Contour Bund 736 41.02 37.95 3.07 2 Earthen Bund 61 21.04 19.46 1.58 3 Loose stone check down - - - - 4 Water Harversting Tanka 17 13.26 12.45 0.81 5 Wasteweir - - - - Total 75.32 69.86 5.46

ABSTRACT OF COST

Name of Water shed- Jalore III(IWMP) Area: 22 Hac. Name of Village: Chak Chandpan

Non Arable Land Conservation Measures

S.No. Items Area/No. Amount(Lacs)

1 i. Ditch cum Bund Fenching - -

ii Bush Fenching (Jhad- Badh) - -

2 i. Contour furrow in Pastnre land - - ii. Contour furrow in Non Available land - -

3 i. Earthen Bund 24 7.72

ii. Earthen Bund with Pitching - -

4 Loose stone check dam - -

Total - 7.72

ABSTRACT OF COST

Name of Water shed- Jalore III(IWMP) Area: 736 Hac. Name of Village: Chak Chandpan

Arable Land Production Measures

S.No. Items Area/No. Total Cost Project Cultivator cost Contribution

Crop/ Fodder 1 980 11.56 8.27 3.29 Demonstration

Homestead Kitchen 2 - - - - Garden

3 Agro Forstry Plant 3250 0.58 0.36 0.22

4 Dry Land Horticulture - - - - Plant

Compost Pit - - - - 5

Vermi Compost Unit - - - - 6 Household Production& - - - - 7 Micro - enterprices

Live stock management - - - - 8

Total 11.67 8.28 3.39

ABSTRACT COST

Name of watershed – Jalore III(IWMP) Name of Work – Crop/Folder Demostration Name of Village : Chak Chanpan Area: 736Ha.

S.No. Name of Activity Quntity Unit Rate Total cost Project Cultivator cost Contribution A Crop Demonstration :- 1 Moong. 280 No. 975 273000 195000 78000

2 Guar 140 No. 775 108500 77500 31000

3 Moong+Bajra 560 No. 1300 728000 520000 208000

4 Mustered - No. 750 - - -

Total 980 - - 1109500 792500 317000 B Fodder Demonstration 5 Lucern No. - 1525 - - -

Grant Total - - - 1109500 792500 317000 Say 792000

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& d`f’k Hkwfe ij osthVsfVo dUVwjcUM xkWo dk uke % nklik {kS=Qy% 482 gSDVs;j

Ø-la fooj.k y-xpkS-xm-/x 1 Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd

Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 166. - 207. - 161 199 208. - 118 167. - 161 209. - 162 168. - 198 210. - 158 169. - 282 211. - 82 170. - 78 212. - 79 171. - 242 213. - 201 172. - 318 214. - 119 173. - 242 215. - 161 174. - 158 216. - 158 175. - 122 217. - 162 176. - 79 218. - 199 177. - 161 219. - 161 178. - 78 220. - 158 179. - 122 221. - 122 180. - 79 222. - 79 181. - 121 223. - 121 182. - 119 224. - 78 183. - 201 225. - 202 184. - 118 226. - 118 185. - 82 227. - 122 186. - 117 228. - 78 187. - 123 229. - 162 188. - 193 230. - 79 189. - 121 231. - 121 190. - 239 232. - 158 191. - 201 233. - 242 192. - 238 234. - 159 193. - 162 235. - 241 194. - 158 236. - 279 195. - 162 237. - 121 196. - 118 238. - 158 197. - 122 239. - 162 198. - 240. - 78 78 241. - 202 199. - 122 242. - 118 200. - 238 243. - 162 201. - 82 244. - 157 202. - 199 245. - 163 203. - 161 246. - 118 204. - 157 247. - 162 205. - 83 206. - 79 83. - 119 84. - 121 85 - 238 86 - 202 87 - 198 88 - 162 89 - 118 90 - 122 91 - 119 92 - 201 93 - 118 94 - 162 95 - 239 96 - 201 97 - 157 98 - 123 99 - 158 100 - 322 101 - 159 102 - 161 103 - 198 104 - 162 105 - 158 106 - 122 107 - 158 108 - 168 109 - 120 ;ksx 18110 ehVj

2x 18110 = 36220 ehVj

2 feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk]

3 /kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks 2 x 18110 = 36220 eh- ykbZuksa esa

4- /kkeu ?kkl cht ek=k 36220 ehVj @1-00 fd-xzk-@100 eh0 = 362.00 fd-xzk- Say 362 fd-xzk-

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& d`f’k Hkwfe ij vnZu c.M xkWo dk uke % nklik {kS=Qy% 482 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 1

Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 101. - 122. - 62 128 123. - 64 102. - 102 124. - 70 103. - 104 125. - 82 104. - 123 126. - 94 105. - 176 127. - 133 106. - 115 128. - 148 107. - 128 129. - 108. - 123 94 109. - 120 130. - 104 110. - 157 131. - 120 111. - 162 132. - 94 112. - 106 133. - 115 113. - 149 134. 114. - 54 - 120 115. - 46 135. - 179 116. - 82 ;ksx = 3740 ehVj 117. - 93 118. - 72 2x3740=7480 ehVj 119. - 41 120. - 98 121. - 82 2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

2x3740=7480 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 3740x100 =24933 ux 15 5 chtks dh ek=k ¼/kke.k ?kkl cht½ 7480 eh0 @1 fd-xzk@ 100 eh0

74.80 fd-xzk- Say 75.00 fd-xzk-

6 chtks dh ek=k ¼okfudh cht½ 3740 eh0 @ 2 fd-xzk@ 100 eh0 =34.80 Say 75.00 fd-xzk

foLr`r rdehuk uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& vd`f’k Hkwfe ij vnZu c.M xkWo dk uke % nklik {kS=Qy% 186 gSDVj

Ø-la fooj.k y-xpkS-xm-/x = dqy ek=k Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 1

Ø-la- yEckbZ ¼ehVj esa½ Ø-la- yEckbZ ¼ehVj esa½ 1. - 128 22. - 62 2. - 102 23. - 64 3. - 104 24. - 70 4. - 123 25. - 182 5. - 76 26. - 194 6. - 115 27. - 133 7. - 128 28. - 148 8. - 123 29. - 194 9. - 120 30. - 104 10. - 57 31. - 120 11. - 62 32. - 94 12. - 106 33. - 115 13. - 49 34. - 120 14. - 54 35. - 149 15. - 46 ;ksx = 3610 ehVj 16. - 82 17. - 93 2x3610=7220 ehVj 18. - 72 19. - 41 20. - 98 21. - 82 2- feV~Vh dk dk;Z cU/k esa ¼lw[kh ;k xhyh½ 1-5 lseh- ijr esa Mkyuk]

2x3610=7220 eh0

4 fMcfyax fof/k ls okfudh cht cqokbZ dk;Z 15&15 lseh- nwjh ij 3610x100 =24067 ux 15 5 chtks dh ek=k ¼/kke.k ?kkl cht½ 7220 eh0 @1 fd-xzk@ 100 eh0

72.20 fd-xzk- Say 72.00 fd-xzk-

6 chtks dh ek=k ¼okfudh cht½ 3610 eh0 @ 2 fd-xzk@ 100 eh0 =72.20 Say 72.00 fd-xzk

ykxr rdehuk

uke ty xzg.k {ks=& tkyksj III ¼I.W.M.P ½ dk;Z dk uke& o’kkZ ty laxzg.k Hkwfexr Vkadk fuek.kZ xkWo dk uke % nklik {kS=Qy% 482 gSDVj {kerk% 24400 yhVj