block: osian district : jodhpur agro climatic zone- 1a...

(UNDER INTEGRATED WATERSHED MANAGEMENT PROGRAMME)

BLOCK: OSIAN DISTRICT : JODHPUR

AGRO CLIMATIC ZONE- 1A

TOTAL GEOGRAPHICAL AREA 3694 Hac.

TOTAL EFFECTIVE AREA- 3019 Hac.

TOTAL COST- 580.82 Lacs.

COST FROM PROJECT FUND- 452.85Lacs

COST FROM CONVERGENCE FUND- 127.97Lacs

SUBMITTED BY

ASTT. ENGINEER, WDSC, PANCHAYAT SAMITI -OSIAN

JODHPUR, (RAJASTHAN )

Index

S.No Topics

1 Chapter

Location

General Features of watershed (Cost and Area details)

Climatic and Hydrological information

Other Development Schemes in the project area

Details of infrastructure in the project areas

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

2 Chapter Basic Data ,Analysis and Scope

2.1 Demography Details

2.2 Development Indicators

2.3 Land use

2.4 Agriculture status and Productivity Gap Analysis

2.5 Horticulture/Vegetable/Floriculture status

2.6 Land holding pattern

2.7 Livestock status

2.8 Fodder status

2.9 Farm Implements

2.10 NREGS Status

2.11 Migration details

2.12 Livelihood Details.

2.13 Existing SHG

2.14 Ground Water details

2.15 Drinking Water Status

2.16 Water use efficiency

2.17 Slope details

2.18 Water Budgeting

2.19 Soil Details

2.20 Soil erosion status

3 Chapter Proposed Development Plan

4 Chapter Activity wise Total Abstract of cost

5 Chapter Annual Action Plan

5.1 Consolidated 5.2 Project fund

5.3 Convergence Plan

6 Chapter Project outcomes

7 Technical designs and estimates for proposed activities

8 Enclosures

8 .1 Maps

a. Location District, block, village, watershed location map

b. Map of Project with Watershed Boundary demarcation in cadastral map

c. Land Use Land Cover map

d. Existing water bodies, DLT

e. GIS based intervention map

8.2 Documents of Agreements:

Proceedings of gram sabha for DPR approval

Proceedings of Panchayat Samiti General body for DPR approval

DPR approval by district.

Watershed Committee Registration certificate

CHAPTER I INTRODUCTION

Location.

Nevra Road (JODHPUR XVI) Project is located in OSIAN Block, of JODHPUR district. The project area is between the latitudes 26039' TO 26044'N & longitudes 72053' TO

73000' E. It is at a distance of 10 km from its Block head quarters and 50 Kms from the district head quarters. There are 9 no. of habitations in the Project area and other

details are given below.

General features of watershed

S.No. Name of Project(as per GOI) Nevra- Road (Jodhpur XVI)

(a) Name of Catchment 22/7, 23/1 to 5, 24/1, 2

(b) Name of watershed area(local name) Nevra Road

© Project Area 3694 Ha

(d) Net treatable Area 3019 Ha

e) Cost of Project 452.85 Lac

f) Cost/hectare 15000

g) Year of Sanction 2009-10

h) Watershed Code 22/7, 23/1 to 5, 24/1, 2

i) No. of Gram Panchayats in project area 3

j) No. of villages in project area 4

k) Type of Project Desert/other

l) Elevation (metres)

m) Major streams Hema Nala, Doli Nala, Banda Nala etc.

n) Slope range (%) 1 to 4%

Macro/micro

Name of Gram

Panchayat

Name of Villages

Covered

Census code of

villages

Area

(Ha.)

22/7 Nevra Road Nevra Road 01939300 1003

23/1 to 5 Bigmi 01939400 598

24/1, 2 Osian Osian 01936700 1116

Dhundra Dhundra 01939000 302

The watershed falls in Agroclimatic Zone IA The soil texture is Sandy to lomy sandy soil The average rainfall is 226 cm. The temperatures in the area are in the range

between 43.4 centigrade during summer and 26.3 centigrade during winter. The major crops in the area are Bajara Wheat mustared ground nut, gowar, jeera, laksun,

Custor 55 % land is under cultivation 11 % land fallow, 27% land is wasteland. 10.09 % land is irrigated through Deep tube well of 88 No of households are BPL(12 %

households) 13 are landless households(2 % households) and 708 household are small and marginal farmers(91.11% household) . Average land holding in the area is 3.59 ha.

45 % area is single cropped area and 10.09 % is double cropped. The main source of irrigation is Deep tube wells The average annual rainfall (5 years) in the area is 26 mm.

The Major streams in the Watershed are Hema Nala, Doli Nala, Banda Nala etc. The major festivals in the village are Holy, Deepawali, & Rakshabandhan. At present this

village is having 06 population with Communities like Jat, Rajput, Meghwal, Brahaman and Suthar, Rajpurohit, Darjee.

Climatic and Hydrological information

1 Average Annual Rainfall mm)

Year Average Annual Rainfall(mm)

1 2001 324.0

2 2002 94.0

3 2003 484.5

4 2004 192.0

5 2005 260.0

6 2006 209.5

7 2007 200.0

8 2008 270

9 2009 138

10 2010 435

2 Average Monthly rainfall (last ten years)

Month Rainfall(mm)

i) June 35.42

ii) July 101.22

iii) August 92.22

iv) September 29.39

3 Maximum rainfall intensity (mm)

Duration rainfall intensity(mm)

i) 15 minute duration 63

ii) 30 minute duration 52

iii) 60 minute duration 48

4 Temperature (Degree C)

Season Max Min

i) Summer Season 43.4 26.4

ii) Winter Season 26.3 9.6

iii) Rainy Season 35.5 15.5

5 Potential Evaporation Transpiration (PET) (mm/day)

Season PET

i) Summer 15

ii) Winter 3.8

iii) Rainy 8.8

6

Total PET =

27.6

iii) Time of return of maximum flood 5 years 10

years

In-Year

iv)Periodicity of Drought in village

area

3 times in 5 year 7

times

in 10

year

Alternate year

Other Development Schemes in the project area

S.No Scheme Name of the department

Key interventions

under the Scheme Targeted Beneficiaries

Provisions under the Scheme

1 IAY

Rural

development Avas BPL Construction of Avas

2 MGNREGA

Rural

development

Providing

employment All section

Basic Infrastructure

Developers

3 SFC

Rural

development

Providing

employment Village Level Community work

4 TFC

Rural

development

Providing

employment Village Level Community work

5 SGSY

Rural

development Lively Hood BPL Providing Loan

Details of infrastructure in the project areas

Parameters Status

(i) No. of villages connected to the main road by an all-weather road

Nevra Road, Bigmi, Osian, Dhundhara

(ii) No. of villages provided with electricity 2 + 2 = 4

(iii) No. of households without access to drinking water -NIL-

(iv) No. of educational institutions : (P) 8

(S) 2

(HS) 2

(VI) 1 Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational

institution(VI)

(v) No. of villages with access to Primary Health Centre Nevra Road, Osian

(vi) No. of villages with access to Veterinary Dispensary Nevra Road, Osian

(vii) No. of villages with access to Post Office Osian

(viii) No. of villages with access to Banks Osian, Nevra Road

(ix) No. of villages with access to Markets/ mandis Osian

(x) No. of villages with access to Agro-industries Jodhpur

(xi) Total quantity of surplus milk Nevra Road

(xii) No. of milk collection centres (U -

(S) 1

(PA) -

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

(xiii) No. of villages with access to Anganwadi Centre 4

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

(xv)

Nearest KVK

Jodhpur (Mandore

(xvi) cooperative society 1 GSS 2 GSS Nevra Road Osian

(xvii) NGOs -

(xviii) Credit institutions -

(i) Bank SBBJ, SBI Osian The Central Co-operative Bank

Osian

(ii) Cooperative Society 1 GSS 2 GSS Nevra Road Osian

(xix) Agro Service Centre's

Institutional arrangements (SLNA,DWDU,PIA,WDT,WC, Secretary) DWDU Details

SLNA Details

PIA particulars

1 2 3

S.No Particulars Details of DWDU

1. PM ,DWDU X. En. Watershed Jodhpur

2. Address with contact no., website Near RTO office, Jodhpur 0291-2544171

3. Telephone 0291-2544171

4. Fax 0291-2570746

5. E-mail [email protected]

1 2 3

S.No Particulars Details of SLNA

1 Member Secretary Post-CEO

2 Designation and Address Director Watershed development and soil conservation

3 Telephone No. 0141-2227858

4 Fax No. 0141-2227189

5 E-Mail [email protected]

1 2 3

S.No Particulars Details of PIA

6. Name of PIA Praveen Kumar Jain (A. En.)

7. Designation A.En.

8. Address with contact no., website -

9. Telephone 9928882445

10 Fax -

11 E-mail [email protected]

WDT Particulars:

1 2 3 4 5

6 7 8

S.No

Name of

WDT

member

M/F Age Qualification

Experience in

watershed(Yrs)

Description of

professional

training

Role/ Function

1 Mahesh

Kumar

M 30 B.E. Civil NIL Engineering

Work

Engineering

Work

2 Charan Das

Kalma

M 27 B.Sc (Hons.) NIL Agricultural

Work

Ag. Work

3 Gordhan

Siyol

M 23 Diploma in

Veterinary

Science

NIL Veterinary

Work

Vet. Work

4 Tara Ojha F 28 M.A.

Sociology

NIL Social

Scientist

Social Work

Scheme :- IWMP Panchayat Samiti :- Osian

Watershed :- NEWRA ROAD (JODHPUR - XVI) District :- Jodhpur

Details of Watershed Committees (WC) DHUNDHARA

S.N.

Name of WCs

Date of Gram Sabha for WC

Date of Registration as a Society

(dd/mm/yyyy

Designation

Name M/F Name of UG/SH

G

SC/ST/OBC/Ge

neral

Landless/MF/SF/

BF

Educational qualification

Khasra No.

1

Dhundhra(

Jodhpur

XVI)

5/10/10 451/

4/3/11

President Kesa Ram S/o Ganga Ram Jat M UG OBC SF Lit. 226,447

Secretary Raiwat Singh S/o Jugat Singh Rajpur

M - Gen. - Graduate -

Member Dhana Ram S/o Moola Ram Jat M UG OBC MF VIII 168, 174, 183

Member Aidan Ram S/o Lumba Ram Jat M UG OBC MF Literate 430, 424

Member Ashu Ram S/o Kishna Ram Jat M UG OBC MF Literate 200, 181

Member Champa W/o Deda Ram Jat F UG OBC MF Illiterate 207, 209

Member Bhawri W/o Shera Ram Jat F S.H.G OBC SF V 226, 204, 440, 447

Member Padma Ram S/o Kana Ram Jat M UG OBC MF X 161

Member

Madan Singh S/o Devi Singh

Rajput M UG Gen.

MF

X

202, 432/1

Member Bhoma Ram S/o Deda Ram Jat M UG OBC SF X 187

Member

Hanuman Singh S/o Roop Singh

Rajput M UG Gen.

MF

VIIIth

124, 133,

134, 135

Member

Baal Kanwar W/o Ganpat Singh

Rajput F S.H.G. Gen.

MF

Literate

436, 219,

434

Member

Suraj Kanwar W/o Sher Singh

Rajput F U.G Gen.

MF

Illiterate

433/1

Member Magraj S/o Ramchandra Nai F U.G. OBC MF Literate 179, 224

Member

Chandan Singh S/o Sujaan Singh

Rajput M U.G. Gen.

MF

XII

434, 292

Member

Chaina Ram S/o Birmaram

Meghwal M U.G. SC

MF

X

Landless

Member

Naga Ram S/o Pana Ram

Meghwal M U.G. SC

MF

Illiterate

Landless

Member Bhura Ram S/o Purkharam Meghwal

M U.G. SC MF Illiterate 164, 225, 446

Member Suva Devi W/o Bhairaram Meghwal

F U.G. SC MF Illiterate 118, 119, 123

Member Mohni W/o Puna Ram Meghwal F UG SC MF Literate 120, 412

Nominate Member

Govt. Servant

Jagdish Choudhary M - OBC

-

M.Tech.

-


Watershed :- NEVRA ROAD (JODHPUR - XVI) District :- Jodhpur

Details of Watershed Committees (WC) OSIAN

S.N.

Name of WCs



(dd/mm/yyyy

Designation


G

SC/ST/OBC/Ge

neral

Landless/MF/SF/

BF


Khasra No.

2

Osian

(Jodhpur

XVI)

24/6/10 358/

06/01/11 President Ladu Ram S/o Pema Ram Jat M UG OBC

MF VIIIt

1896, 1899,

1922

Secretary Pratibha Choudhary D/o Mota Ram Jat

F SHG OBC

LF

Graduate

1909,1913,

1935/1915

Member Poonma Ram S/o Uda Ram Jat M UG OBC MF Illiterate 1903

Member Pemaram S/o Gunesa Ram jat M UG OBC

LF

X

1923,1924,

1925

Member Aduram S/o Moola Ram Jat M UG OBC SF VIII 1797/1

Member

Guman Singh S/o Dhonkal Singh

Rajput M UG Gen.

MF

Literate

1883

Member Beera W/o Kalu Ram Jat F S.H.G OBC SF Illiterate 1926

Member

Manohar Singh S/o Sawai Singh

Rajpurohit M UG Gen.

MF

Literate

2055, 2056,

2060, 2046

Member

Prem Singh S/o Gangavishan

Singh Rajpurohit M UG Gen.

MF

Literate

1964

Member

Girdhari Singh S/o Sumer Singh

Rajput M UG Gen.

MF

X

1980/5

Member Narpat Ram s/o Kesu Ram Jat M UG OBC SF Graduate 1927

Member Moola Ram S/o Teja Ram Jat M UG OBC - Matric Landless

Member

Deendayal S/o Purkharam

Meghwal M U.G SC

MF

Literate

1887/1

Member Kaani W/o Rupa Ram Jat F - OBC SF Graduate 1943/1

Member Sohni W/o Likhma Ram Jat F U.G. OBC LF Illiterate 1948, 1949

Nominate Member

Govt. Servant


-

M. Tech.

-


Watershed :- NEVRA ROAD (JODHPUR - XVI) District :- Jodhpur

Details of Watershed Committees (WC) NEVRA ROAD

S.N.

Name of WCs



(dd/mm/yyyy

Designation


G

SC/ST/OBC/Ge

neral

Landless/MF/SF/

BF


Khasra No.

2

Nevra Road

(Jodhpur XVI)

22/9/10 357/

06/01/11 President Deda Ram / Chuna Ram Jakhad

M UG OBC

MF X

837

Secretary Bhoma Ram /Ugma Ram

M UG OBC

LF

B.A.

60, 85, 86,

94, 97, 101

Member Gawari/Chuna Ram F SHG OBC MF Literate 851

Member Anopa Ram/ Manaram Hudda M UG OBC

SF

VIII

936/1, 937,

946, 1013

Member Jairupa Ram/Molaram M UG OBC SF X 271

Member Gunesharam/Gangaram Beniwal M UG OBC

LF

V

12, 196,

237, 252

Member Chuna Ram/Jassa Ram Prajapat M UG OBC MF Illiterate 170

Member

Harji Ram (Hariram)/Chaina Ram

Jakhar M UG OBC

SF

V

249, 249/2, 274/1, 284,

856, 883,884/2,8

82

Member Satu/Ramchandra Brahmin F SHG Gen. MF Literate 111

Member Chuki/Mangaram Bana F SHG OBC MF Unliterate 262

Member Mangilal/Ratnaram Meghwa M UG SC - Unliterate Land less

Member Likhmaram / Bhiyaram Jakhar M UG OBC MF Unliterate 40

Member Mohanram/Aaduram Godara M UG OBC LF VIII 231, 232

Member Karnaram/Chimaram Bhadu M UG OBC LF Unliterate 231, 232

Member Jodharam/Bhuraram Bana M UG OBC MF V 818, 819

Member Beero/Narayan Ram Bana F SHG OBC LF Unliterate 102

Member Laduram/Prabhuram Bana M UG OBC

SF

V

11, 18, 39,

46

Member Kolaram/Fusaram Huda M UG OBC MF VIII 108/1

Member Chagani Devi/Achalaram F SHG OBC LF V 33/3, 104/1

Member Bhanwari/Tikuram Dogiyal F SHG OBC LF Unliterate 43, 64

Member Ratnaram/Durgaram Jakhar M UG OBC MF Literate 1/5

Nominate Member

Govt. Servant


-

M.Tech.

Problems and scope of improvement in the project area

The socio economic conditions of the area can be improved through increased production which can be achieved through expansion in cultivated area and productivity

enhancement. 324 ha land is arable wasteland and 390 ha is fallow can be brought under cultivation.

373 ha is only irrigated and with efforts this can be increased to 675. The productivity gap of major crops in the area as compared with district and with areas in the same agro

climatic zones indicate potential to increase the productivity. The demonstration of improved package of practices, improved varieties, increased irrigation facilities and soil

conservation measures under the project can bridge this gap. Due to small land holdings in the area focus of the project would be on diversification in agriculture (horticulture,

vegetables, green houses, Agro forestry, fodder crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment)

23882 Quintal fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock. 129 no of persons

migrate due to Lack of Employment this migration can be checked through creation of employment opportunities in the project area through increase in production and

diversification in agriculture and Livelihoods as mentioned above.

CHAPTER II Socio economic Features, Problems and Scope

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST

3850 3495 7345 210 -

Household Details

BPL household L. Less

Small Farmer M. Farmer

Total household SC household

ST household

88 13 258 450 777 42 -

Table 2.2 Development indicators

S. No. Development Indicators State Project Area

1 Per capita income (Rs.) 16260 22000

2 Poverty ratio 0.22

3 Literacy (%) 0.604 55%

4 Sex Ratio 921 82%

5 infant mortality rate 63/1000

6 maternal mortality ratio 4/1000

The table indicates poor socio economic conditions.

Table 2.3 Land Use

Land Use Total area in Ha.

Private - - - Total

Agriculture Land 2734 - - - 2734

Temporary fallow 170 - - - -

Permanent Fallow 220 - - -

Cultivated Rainfed 1647 - - -

Cultivated irrigated 373 - - -

Net Sown Area 2020 - - -

Net Area sown more than once 373 - - - 373

Forest Land - - - - -

Waste Land 324 - 675 - 999

Pastures 160 - - 160

Others 125 219 125

Total 3694

The project area has 324 ha of cultivable wasteland . 390 ha of fallow land (total 714 ha) can be brought under cultivation if some irrigation source can be provided through

Construction of WHS like Khadin, Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops. Construction of WHS can also increase in area under

irrigation which is only 373Ha. (10.09%)

999 ha. (27%) is under wastelands and can be brought under vegetative cover, with reasonable effort .Activities like Earthen check dams, Vegetative filter strip, V-ditches,

staggered trenches, WHS (Johad) Afforestation of wastelands and Pasture development will be taken up on these lands

Pasture development the land use table shows that there is 160 hectare pasture land (4.33%)This emphasizes the need for taking up pastureland development works through

sowing of promising species of grasses and plantation

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

Cropping Status

S. No.

Season Crop sown Rainfed Irrigated Total

V arieties Area (ha)

Production (Ton)

Productivity (qt./ha)

Varieties Area (ha)

Production (Ton)

Productivity (kg/ha)

Area (ha)

Production (Ton

1 Kharif Bajara WCC75 RSB2 RJ171

802 481.2 6 - 802 481.2

Moonga K851 RMG 62 SML 668 G-8

142 42.6 3 - 142 42.6

Moth RMO 40 RMO 435

128 38.4 3 - 128 38.3

Til RT 127 RT 125 RT 46

125 37.5 3 - 125 37.5

Gowar RGC 936 RGC 986 RGC 1003

HG 563 M 83

450 180.0 4 - 450 180

Moongphali M13 GG 20 GG 10 M 335

59 106.2 18

59 106.2

Caster GCH 4 RHC 8 Jyoti

Mayco 6

70 28.0 4 70 28

Chilly NP 46A Mathania

Long Jawar 218

- - - -

Gajar Pusa Kesar Nentis Pusa

Mandakani (S-5)

30 36.0 12 30 36

2 Rabi Wheat LOC 1 RJ 3077 HD 2329 RJ 1482

56

100.8 18 56 100.8

Mustard Bio 902 RH 819 RN 505 T. 59

(Varuna)

70 84.0 12 70 84

Jeera RS-1 RZ-19

RZ-209

50 30.0 6 50 30

Lahsoon Ymuna White

G-1, 2 (G-50)

Gujrat

38 209.0 55 38 209

3 Zaid

Total 1373.6

**Write for each crop: The farmers are using WCC 75. RJ 171 varieties of Bajra, whereas varieties like MH169 ,RHB90, RHB 121 can increase the production.

Crop Rotation**will vary from project to project

Fellow - Moth Bajra - Jeera Gawar - Lahsun Fellow - Caster Fallow - Ground nut Ground nut - Wheat Fallow - Moog Cluster Bean - Fallow Fallow - Tarameera Til - Fallow Caster - Caster Moth - Fallow

The table 2.41(a) shows that only 373 ha is (10.09%) is double cropped area. Also the crop rotation shows that fallow lands are there. This indicates that there is scope for

change in crop rotation in fields where there are fallow lands through Soil and Water conservation measures, crop demonstration and diversification in agriculture.

Soil and Water conservation measures besides putting fallow lands under cultivation can change the area under single cropping to double and multiple cropping.

Table 2.4.b Abstract of cropped Area(ha)

Area under Single crop 1647

Area under Double crop 373

Area under Multiple crop -

Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form) Analysis of the above table indicate that besides national gap there is wide

gap in productivity within state and even within same agro climatic zones.

The reasons for this variation are

The farmers are using varieties WCC 75 of Bajra R1 171 whereas the

recommended varieties like MH169 ,RHB90, RHB 121 provide 7 qt./ha.

yield (write for all crops)

Lack of Availability of good quality seeds of desired crop and variety in adequate quantities and time to the farmers.

Availability of water for cultivation(10.09% is irrigated )

The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration .Crop demonstrations would be carried out on improved crops/

varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration of improved methods and economics of fodder crops

cultivation and also distribution foundation seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop rotations.

Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)

Activity Area Species Varieties Recommended

varieties Productio

n

Horticulture - - - - -

- - - - -

- - - - -

Vegetables - - - - -

- - - - -

- - - - -

Floriculture - - - - -

- - - - -

- - - - -

Medicinal Plants - - - - -

Name of the crop India

Highest Average in Rajasthan District Project Area

1 Bajra 802 655 750 600 2 Moong 317 159 320 300 3 Moth 144 122 270 300

4 Wheat 2619 2762 2150 1800 5. Til 310 149 270 260

6. Gawar 510 525 515 400

Table 2.6 Land holding Pattern in project area

Type of Farmer

Total Househol

ds

Land holding (ha) irrigation source wise Land holding (ha)Social group wise

Irrigated (source)

Rainfed Total

General SC ST OBC BPL

(i)Large farmer 56 120 1117.99 1237.99 397

6 - 834.99 80.92

(ii) Small farmer 258 94 588.84 682.84

201.04 5.20 - 476.6 101

(iii) Marginal farmer 450 106 706.86 812.86

234 5.21 - 573.65 134

(iv) Landless person 13

- - - - - - - -

(V)No. of BPL

households 88

53 262 315.92 58.04 8.50 - - -

Total 777 373 2361 2734 890.08 24.91 - 1818.7 315.9

5

1495.7 ha land holdings belong to small and marginal farmers who own 55 % of total cultivated area. 1579 Horticulture/vegetables could be more economical to Small and

marginal farmers with irrigation source. For large farmers with no irrigation facility Horticulture/vegetables will be promoted in a part of land with farm pond/Tanka construction.

The following activities will be more beneficial for small land holdings and for diversification and income for large farmers

Horticulture plantation, Medicinal and Aromatic Crops, floriculture: As discussed earlier . Horticulture/vegetables could be more economical to Small and marginal farmers

with irrigation source. Also the project area has good potential for medicinal & aromatic crops like Sonamukhi, Isabgol, Ashwagandha, Khus, Mehandi etc.

Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation as wind velocity is high in the project area.

Setting of Vermi Compost Units - Keeping in view the side effect of residues of chemicals and fertilizers on human health the emphasis would be on cultivation of organic

produce through motivating farmers and providing assistance for production of organic input, vermi compost.

Production and distribution of quality seed There is need to ensure that good quality seed is available for cultivators for which adequate seed production would be initiated

in watershed areas with the assistance of private sector and agriculture department technologies

Sprinklers and pipelines for efficient water management practices emphasis on demonstration of sprinklers with adequate financial support and convergence/private

partnership.

Establishment of Green House - For growing off season vegetables seedlings and other horticultural crops under controlled atmospheric conditions of green house.

Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting material from distant places causes

damage to the planting material and often results in untimely supply. Hence nursery development activity in area.

Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like mushroom cultivation, floriculture, etc which are in negligible existence at

present, can be implemented by individual farmers / private companies.

Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green houses and in nurseries for rational use of irrigation higher yields and quality

produce.

Table 2.7 Livestock Status - animals/milk production / average yield.

S.No. Description of animals

Population in No.

Yield(milk/mutton/Wool)

Equ. cow units

Dry matter requirement

per year (7Kg per animal.)

qt.

Total requirement

in M.T.

1 Cows 1490 6822 - 38069 3806.9

Indigenous 1302 4942 - - -

Hybrid 188 1880 - - -

2 Buffaloes 913 4050 - 23327 2332.7

3 Goat 1507 3014 population /2 38303 3850.3

4 Sheep 560 3048 population /2 14308 1430.8

5 Camel 48 - - 1226 122.6

6 Poultry - - NA - -

7 Piggery - - NA - -

Total 6008 23756 - 115432 11543.2

In spite of the large number of livestock, production is less hence increase in productivity across all species, is a major challenge. To reduce production of unproductive

cattle and improve the productivity by improving the breeds by breeding management following activities will be taken up

Castration Bardigo Castration

Artificial insemination HF Tharparkar

Distribution of superior Breeding bulls for use in Cattle and Buffalo

Breeding distribution crossbred rams (Chokala, Marwari)

Cattle - Tharparkar, Gir, Ratthi

Buffalo Murrah,

Besides breed improvement other animal husbandry practices like better health, hygiene and feeding practices can increase productivity of livestock. Hence Activities like

Animal health camps ,Urea-Molasses treatment demonstration ,demonstration of improved methods of conservation and utilization of Forage crops are proposed.

Table 2.8 Existing area under fodder (ha)

S.No Item Unit Area/Quantity

1 Existing Cultivable area under Fodder Ha 858

2 Production of Green fodder Tonns/year 4085

3 Production of Dry fodder Tonns/ Year 5070

4 Area under Pastures Ha -

5 Production of fodder Tonns/year 9155

6 Existing area under Fuel wood Ha 160

7 Supplementary feed Kgs/ day 9600

8 Silage Pits No 60

9 Availability of fodder Tones 9155

10 Deficiency/excess of fodder

Tones 2388.2

The table above shows there is fodder deficiency (Requirement is 11543.2 tones and availability 9155 tones)

To minimize the large and expanding gap between feed and fodder resource availability and demand there is need for

Increase in area under fodder crops

Increase in productivity of fodder crops

Development of pastures

And reduction in large number of livestock production through replacement by few but productive animals

Table 2.9 Agriculture implements Farm mechanization and seed banks: As discussed earlier 91.11% land holdings belong to small and marginal farmers who own only 13% of total cultivated area so owning of big farm implements by individual farmers is not economical so SHG would be promoted to buy farm implements and rent to farmer

Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.

Sr. no.

Name of village Total No .of job cards Employment

Status Activity taken up so far

1 Nevra Road

1005 905 Gravel Road construction (Nadi,

Pond)

2 Bigmi 120 103 Civil Works

3 Osian 190 140 -

4 Dhundhara 81 35 -

5 - - -

Table 2.11 Migration Details

Name of village

No. of persons migrating

No. of days per year of migration

Major reason(s) for migrating

Distance of destination of migration

from the village (km)

Occupation during migration

Income from such occupation (Rs. in lakh)

Nevra Road

42 9 to 12 Month

Labour shop 320 Driver/Salesman 25.2

Bigmi 42 9 to 12 Month

Driver/Salesman Labour shop 25.20

Osian 30 9 to 12 Month

Labour shop 320 Driver/Salesman 18.00

Dhundara 15 9 to 12 Month

Driver/Salesman Labour shop 09.00

The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods .

1 2 3

S. No Implements Nos.

1 Tractor 87

2 Sprayers-manual/ power 40

3 Cultivators/Harrows 174

4 Seed drill 8

5 Any Other trolley 87

The existing livelihoods Village are given below

Table 2.12 (a)Major activities (On Farm)

Name of activity No of House holds Average annual income from the

cultivators 777 32.63

Dairying - -

Poultry - -

Piggery - -

Landless Agri. Labourers 13 3.60

Table 2.12(b)Major activities (Off Farm)

Name of activity Households/individuals Average annual income from

the/Lacs

Artisans -

Carpenter 12 3.6

Blacksmith - -

Leather Craft - -

Porter 10 3

Mason 32 9.6

Others specify (Cycle Repair ,STD,Craft etc)

25 7.5

The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals

Table 2.13( a ) Status of Existing SHG

S.No Name of

SHG Members

Activity involved

Monthly income Fund

available Assistance available

Source of assistance

Training received

1 Veer Tejaji Self Help groups

10 Saving 500 8005.00 - - Office of CDPO, Osian

2 ShriBalaji Self Help Groups

10 Saving 500 6000.00 - - Office of CDPO, Osian

3 Karmabai Self Help Groups

11 Saving 550 3850.00 - -

WDT IWMP (Social

Scientist)

4 Panni Sati Maa Self

Help Groups 11 Saving 1100 4400.00 - -

WDT IWMP (Social

Scientist)

5 Jai Jasnath Self Help Groups

11 1100 4400.00 - -

WDT IWMP (Social

Scientist)

6 Shri Jasnath

Self Help Groups

10 500 2000.00 - -

WDT IWMP (Social

Scientist)

7

Shri Bhomiyaji Self Help Groups

12 1200 1200.00 - -

WDT IWMP (Social

Scientist)

The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance

II. Technical Features

Table 2.14 Ground Water

S.No Source No. Functional depth

Dry Area irrigated

Water availability(days)

i) Dug wells 2 Not Working - NIL -

ii) Shallow tube wells NIL - - - -

iii) Pumping sets NIL - - - -

iv) Deep Tube Wells 46 430 - 373 12 Month

Total 48 - - - -

Table 2.15 Availability of drinking water

S.No Name of the village

Drinking water requirement

Ltrs/day

Present availability of drinking water

Ltrs/day

No. of drinking water

sources available

No. functional

No. requires repairs

No. defunct

1 Nevra Road

115065 153996 4 4 - -

2 Bigmi 19075 76998 2 2 - -

3 Osian 56575 76998 2 2 - -

4 Dhundara

32410 76998 2 2 - -

Table 2.16 Water Use efficiency

Name of major crop

Area (Hectare)

through water saving devices(Sprinklers)

through water conserving

agronomic practices#

Any other (pl. specify)

Wheat 6.6kg/ha/mm 2.5 -

Maize 5.5kg/ha/mm 2.5 -

Vegetable 22.22kg/ha/mm 10. -

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

Encouraging optimum use of water through installation of sprinklers on every operational wells Table 2.17 Slope details.

Slope of Watershed

S.No. Slope percentage

Area in hectares

1 0 to 3% 2570

2 3 to 8% 1124

As most of the area has slope less than 3% construction of contour bunds can solve the problem of water erosion in agriculture fields and protect washing of top soil and

manures/fertilisers

Table 2.18Water Budgeting Table 2.18 a )Total available runoff(cum) use Stranges table

Area Type of Catchment

Yield of runoff from catchment per ha.(cum.) use Stranges table

Total Runoff (cum.)

Average 204.33 754795

Total 754795

Table 2.18 b) Details of already stored runoff(Surface Water structures

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

Area irrigated

(ha)

i) Major Irrigation Project - - -

ii) Medium Irrigation Project - - -

iii) Form Ponds/Tanks (NADI) 22 250550 -

iv) Anicuts - - -

Total 250550 -

Table 2.18 c) Balance available runoff (cum)

Total run off(cum.) Net tapped

Runoff(cum,) Balance Run off

(cum.) Available for Harvesting (0.75*)

1 2 3 4

754795 250550 504245 378184

The water budgeting indicates potential for water harvesting in the area Table 2.19 Soil details

Soil Profile

S.No. Major Soil Classes Area in hectares

1 Sandy to Loamy sand soils 3694 ha.

2

Soil Depth :

B Depth (Cms.) Area in hectares

1 0.00 to 7.50

2 7.50 to 45.00

3 > 45.00 3694 ha.

C Soil fertility Status Kg/ha Recommended

N 0.52 to 0.22

P 2.7 to 15.55

K 16.00 to 28.00

Micronutrients PPM

Iron 4.8 to 9.5

MN 63.8 to 13.5

CU 0.85 to 1.9

Zn. 0.80 to 2.2

The analysis of table shows need to improve and maintain soil fertility. Soil health card to every farmer every crop season will be provided, which will include the

recommendation for Application micro nutrient and fertilizers

Table 2.20 Erosion details

Erosion status in project Area

Cause Type of erosion Area affected (ha) Run off(mm/

year) Average soil loss

(Tonnes/ ha/ year)

Water erosion

a Sheet 2270 250 3405

b Rill 940 250 1880

c Gully 240 250 1440

Sub-Total

Wind erosion 100 150

Total for project 6875 6957

The need is:

To check land degradation

To reduce excessive biotic pressure by containing the number and increase of livestock

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

To discourage cultivation along susceptible nallah beds

To check Faulty agriculture techniques

To check Uncontrolled grazing and developed cattle tracks

To check Deforestation of steep slopes

To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge Ground Water structures life Earthen check dams, gully plugs, Bank

Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.

CHAPTER - III Proposed Development Plan: The Activities are indicative addition /deletion in activities will be as per local conditions

A) Preparatory phase activities Capacity Building Trainings and EPA

The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and wall writings etc. were carried out in all the habitations of 22/7, 23/1-5, 24/1,2

Micro Watershed. A series of meetings were conducted with GP members, community and discussed about the implementation of IWMP programme. User groups

were also formed.

Grama Sabhas were conducted for approval of EPA (Village), for selecting the watershed committee and approval of DPR.

1 4 5 6 7 8 9 10 11

S.

No.

Names of

village

Amount

earmarked

for EPA

Entry Point Activities

planned

Estimated

cost lac.

Expenditure

incurred Balance

Expected

outcome

Actual

outcome

Nevra road 1.Installation of Solar

light DGSC item No. 22

0.76 nil 0.76

2.Drinking water

activities and roof top

whs near Rajeev

Gandhi seva kendra

7.58 nil 7.58

Bigmi 1.Installation of Solar

light DGSC item No.10

0.50

nil 0.50

0.80 nil 0.80

S.no Name of the Gram Panchayat Date on which Grama Sabha approved EPA

1 Osian 24.6.2010

2 Nevra Road 22.9.2010

3 Dhundara 05.10.2010

Drinking water activity

Osian 1.Installation of Solar

light DGSC item No.13

3.32 3.32 Nil Villagers

are very

happy

2.Drinking water

activities

0.9 0.9

Repairing of BCK 2.50 2.0

Dhundhada 1.Installation of

Solar light DGSC

item No. 13

.254 0.254

2.Drinking water

activities

1.50 1.5

Total w/s 18.114 18.114 3.32 14.794

The PRA exercise was carried out in all the villages on the dates shown

below:

Transact walk were carried out involving the community for Social

mapping, Resource mapping. Detailed discussions and deliberations with all the primary stakeholders were carried out.

Socio-economic survey was carried out during 15 July 2010 to 30 Nov. 2010 period covering all the households and primary data on demography, Land holdings,

Employment status, Community activities etc. was collected as mentioned in chapter 2.

S.no Name of the village/Habitation Date on which PRA conducted

1 Nevra Road 04.12.200, 07.12.2010, 10.12.2010,

14.12.2010, 18.12.2010, 22.12.2010

2 Bigmi 24.12.2010, 27.12.2010, 30.12.2010

3 Osian 26.12.2010, 30.12.2010, 12.01.2010

4. Dhundara 10.12.2010, 15.12.2010, 20.12.2010

State remote sensing department was assigned the work of preparing various thematic layers using Cartosat-1 and LISS-3 imageries for Creation, development

and management of geo-spatial database depicting present conditions of land (terrain), water and vegetation with respect to watershed under different ownerships at village

level

Various thematic layers provided by SRSAC are :

Delineation of Macro/Micro watershed boundaries.

Digitised Khasara maps of the villages falling in project area.

Network of Drainage lines, existing water bodies, falling in the project area.

Base maps (transport network, village/boundaries, and settlements).

Land Use / Land cover map.

Contours at 1 meter interval, slope map

Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as discussed in chapter 2) final Treatment plan on revenue map for implementation has

been framed. Thus each intervention identified has been marked on revenue map (map enclosed in DPR as annexure------).The GIS based intervention map, PRA based

intervention map are annexed as ------.

CATEGORY OF WATERSHED: DESERT AREA Cost from IWMP project : 452.85 Lakh

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

A I Administration cost 10% - 45.29

II Monitoring 1% - 4.53

III Evaluation 1% - 4.53

IV Preparatory Phase (Entry Point Activity) 4% - 18.11

V Institution And Capacity Building 5% - 22.64

VI Preparation of Detailed Project Report (DPR) 1% - 4.53

Total 22% - 99.63 52.86 37.31 9.46

B Watershed Development Works (NRM) 60%

I Arable Land Conservation Measures

1 Earthen Bund No. 1055 94.95 570 51.3 395 35.55 90 8.1

2 Gully Control Structure (Loose Stone Chack

Dam)

No. 40 8.00 16 3.2 14 3.2 8

1.6

3 Water Harvesting Tanka No. 90 68.40 46 34.96 27 20.52 17 12.92

4 Wasteweir No. 40 20.00 22 11 15 7.5 3 1.5

Total - 191.35 100.46 66.77 24.12

II Non Arable Land Conservation Measures

(1) Ditch Cum Bund Fencing Mt. 3500 4.97 2000 2.84 1500 2.13 0 0

2 Contour Furrow in Pasture Land Hac. 35 3.15 20 1.8 15 1.35 0 0

3 Contour Furrow in Non Arable Land Hac.

4 E.C.D No. 51 5.10 30 3 21 2.1 0 0

5 Gully Control Structure L.S.C.D) No 52 7.80 31 4.65 21 3.15 0 0

6 Tanka No 6 4.56 4 3.04 2 1.52 0 0

Total - 25.58 15.33 10.25 0

III Drainage Line Treatment

(1) Dug out/ shunken pond No. 5 10.00 3 6 2 4 0

(2) L.S.C.D No. 152 22.80 78 11.7 74 11.1 0

(3) MMS (i) No. 11 22.00 6 12 5 10 0

(ii) No.

Total 54.80 29.7 25.1 0

Total Watershed Development Works - 271.73 145.49 102.12 24.12

Thob (Dhundhada)

EFFECTIVE AREA: 3019Ha.

NAME OF THE BLOCK:Osian (I) ARABLE LAND: 2734 Hac.

NAME OF WATERSHED:Jodhpur-XVI (IWMP) (II) NON ARABLE LAND: 285Hac.

UnitActivityS.No.

STATE: RAJASTHAN UNIT COST: RS. 15000/- Hac.

DISTRICT: JODHPUR GEOGRAPHICAL AREA: 3694 Hac.

PRORPOSED DEVELOPMENT PLAN THROUGH PROJECT FUND

Total Target GP-Nevra Road Osian

D Production System and Micro Enterprises -

I Arable Land Production System 15% -

(1) Crop/Fodder Demonstration No. 1124 13.15 700 8.19 324 3.79 100 1.17

(2) Agro Forestry No. 10000 1.90 5000 0.95 3000 0.57 2000 0.38

(3) Dry land Horticulture(Unit) No. 115 7.70 50 3.35 40 2.68 25 1.67

(4) Homestead Kitchen Garden No. 150 0.45 70 0.21 50 0.15 30 0.09

(5) Organic Farming

i Compost Pit No. 150 2.70 70 1.26 50 0.9 30 0.54

ii Vermi Compost Unit No. 149 3.28 67 1.48 52 1.14 30 0.66

Household Production System (For Marginal

Farmer and landless Labour )

12.32 6 4

2.32

No.

ii Service sector Carpentry Tailoring,

Blacksmith, Repair shop for Cycle/ Two

wheelers and mocro enterprices etc.

No.

Total - 41.50 21.44 13.23 6.83 II Non Arable Land Production System

(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 7000 3.65 5340 3.4 0

(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2 0

(3) Over seeding in Non Arable land Hac

Total 7.51 3.91 3.6 0

III Live Stock Management - -

(1) Animal Health Camps No. 36 5.40 16 2.4 12 1.8 8 1.2

(2) Mangers Distribution No. 300 1.50 170 0.85 100 0.5 30 0.15

3 Cattlecare and fodder storage center No. 2 10.00 1 5 1 5

4 Bull Distribution No. 4 2.00 2 1 2 1

Total - 18.90 9.25 8.3 1.35

Total Production System - 67.91 34.60 25.13 8.18

E. Consolidation 3% 13.58 7.2 5.09 1.29

| Grand Total - - 452.85 240.15 169.65 43.05

(6)

ACTIVITY WISE TOTAL ABSTRACT COST STATE: RAJASTHAN

DISTRICT: JODHPUR GEOGRAPHICAL AREA: 3694 Hac.

NAME OF THE BLOCK:Osian (I) ARABLE LAND: 2734 Hac.

NAME OF WATERSHED:Jodhpur-XVI (IWMP) (II) NON ARABLE LAND: 960Hac.

CATEGORY OF WATERSHED: DESERT AREA Cost from IWMP project : 452.85 from convergence 127.97 Total cost 580.82

A I Administration cost 10% - 45.29 45.29

II Monitoring 1% - 4.53 4.53

III Evaluation 1% - 4.53 4.53

IV Preparatory Phase (Entry Point Activity) 4% - 18.11 18.11

V Institution And Capacity Building 5% - 22.64 22.64

VI Preparation of Detailed Project Report (DPR) 1% - 4.53 4.53

Total 22% - 99.63 99.63



1 Earthen Bund No. 1055 0.09/0.10 126.45 94.95 31.5

2 Gully Control Structure (Loose Stone Chack Dam) No. 40 0.2 8.00 -

3 Water Harvesting Tanka No. 90 0.76/0.85 157.65 68.40 89.25

4 Wasteweir No. 40 0.5 20.00 20.00 0

Total - 312.10 191.35 120.75


(1) Ditch Cum Bund Fencing Mt. 3500 0.142/100

mt.

4.97 4.97 0

2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 3.15 0

3 Contour Furrow in Non Arable Land Hac. 6.30 6.3

4 E.C.D No. 51 0.1 5.10 5.10 0

5 Gully Control Structure L.S.C.D) No 52 0.10/.20 7.80 7.80 0

6 Tanka No 6 0.76 4.56 4.56 0

Total - 31.88 25.58 6.3


(1) Dug out/ shunken pond No. 5 2.00 10.00 10.00

(2) L.S.C.D No. 152 0.10/0.20 22.80 22.80 0

(3) MMS (i) No. 11 2.00 22.00 22.00 0

Quantity Unit cost Total cost Cost from

project

Cost from

converge

nce

Beneficiary

contribution

*

UnitActivityS.No.

(ii) No. 0

Total 54.80 54.80

Total Watershed Development Works - 398.78 271.73 127.05

C Production System and Micro Enterprises - -


(1) Crop/Fodder Demonstration No. 1124 0.011 13.15 13.15 0

(2) Agro Forestry No. 10000 1.90 1.90 0

(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 7.70 0

(4) Homestead Kitchen Garden No. 150 0.003 0.45 0.45 0

(5) Organic Farming

i Compost Pit No. 150 0.018 2.70 2.70 0

ii Vermi Compost Unit No. 149 0.022 3.28 3.28 0

(6) Household Production System (For Marginal

Farmer and landless Labour ) & Micro enterprises

12.32 12.32 0

Total - 41.50 41.50 0.00 II Non Arable Land Production System 0.00

(1) Plantation in Pasture land and Along DLT. line No. 12340 7.05 7.05 0

(2) Over seeding in Pasture land Hac. 35 0.013 0.46 0.46 0

(3) Over seeding in Non Arable land Hac 70 0.013 0.92 0.92

Total 8.43 7.51 0.92


(1) Animal Health Camps No. 36 0.15 5.40 5.40

(2) Mangers Distribution No. 300 0.005 1.50 1.50 0

3 Cattlecare and fodder storage center No. 2 5 10.00 10.00 0

4 Bull Distribution No. 4 0.5 2.00 2.00 0

Total - 18.90 18.90 0.00

Total Production System - 68.83 67.91 0.92

D. Consolidation 3% 13.58 13.58

Grand Total - - 580.82 452.85 127.97* Tentative and will vary during time of execution according to beneficiary


AGROCLIMATIC ZONE: EFFECTIVE AREA: Ha.

3694

IRRIGATION PERCENTAGE: 10 % 580.82 LAKHS

Unit

Phy.

Unit

cost Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

A I Administration cost 10% - 45.29 6.47 6.47 6.47 6.47 6.47 6.47 6.47

II Monitoring 1% - 4.53 1.00 1.00 1.00 1.00 0.53

III Evaluation 1% - 4.53 1.00 1.00 1.00 1.00 0.53


V Institution And Capacity Building 5% - 22.64 4.53 9.06 4.53 4.52

VI Preparation of Detailed Project Report (DPR) 1% - 4.534.53

Total 22% - 99.63 33.64 16.53 13.00 12.99 8.47 8.00 7.00



1 Earthen Bund No. 1370 0.09/0.1 126.45 300 27 400 37 355 32.95 300 28 15 1.5


Dam)

No. 40 0.2 8.00

10 2 10 2 10 2 10 2

3 Water Harvesting Tanka No. 195 0.76/0.

85

157.65

10 7.6 20 15.2 50 40.4 50 40.7 40 33.1 15 11.85

4 Wasteweir No. 40 0.5 20.00 10 5 10 5 10 5 10 5

Total - 312.10 7.60 49.20 84.40 80.65 68.10 13.35


(1) Ditch Cum Bund Fencing Mt. 3500 0.142/

100mt.

4.97

2000 2.84 1500 2.13

2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 20 1.8 15 1.35

3 Contour Furrow in Non Arable Land Hac. 70 0.09 6.30 40.00 3.60 30.00 2.70

4 E.C.D No. 51 0.1 5.10 11.00 1.10 10.00 1.00 10.00 1.00 10.00 1.00 10.00 1.00

5 Gully Control Structure L.S.C.D) No 52 0.10/0.

20

7.80 11.00 1.65 11.00 1.65 10.00 1.50 10.00 1.50 10.00 1.50

6 Tanka No 6 0.76 4.56 2 1.52 2 1.52 2 1.52

Total - 31.88 12.51 10.35 4.02 2.50 2.50


(1) Dug out/ shunken pond No. 5 2 10.00 2.00 4 2 4 1 2

(2) L.S.C.D No. 152 0.10/0.

20

22.80

40 6 40 6 40 6 32 4.8

(3) MMS (i) No. 11 2 22.00 3.00 6.00 3.00 6.00 3.00 6.00 2.00 4.00

(ii) No.

Total 54.80 16.00 16.00 14.00 8.80

COST THROUGH CONVERGANCE FUND

DISTRICT: Jodhpur GEOGRAPHICAL AREA: 3694 Hac.

NAME OF THE BLOCK: Osian (I) ARABLE LAND: 2734 Hac.

VII th

yearVI th

yearTotal Target

NAME OF WATERSHED: NevraRoad (Jodhpur XVI)IWMP (II) NON ARABLE LAND: 960 Hac.

Ist

Year II nd

Year

5.1 ANNUAL ACTION PLAN CONSOLIDATED

V th

yearS.No. Activity III rd

year IV th

Year

CATEGORY OF WATERSHED: DESERT AREA TOTAL

Total Watershed Development Works - 398.78 7.60 77.71 110.75 98.67 79.40 15.85

D Production System and Micro Enterprises -


(1) Crop/Fodder Demonstration No. 1124 0.012 13.15 300 3.51 500 5.85 300 3.51 24 0.28

(2) Agro Forestry No. 10000 0.019/

100

1.90 3000 0.57 4000 0.76 3000.00 0.57

(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 40 2.68 40 2.68 35 2.34

(4) Homestead Kitchen Garden No. 150 0.003 0.45 40 0.12 40 0.12 40 0.12 30 0.09

(5) Organic Farming

i Compost Pit No. 150 0.018 2.70 50 0.90 50 0.90 50 0.90

ii Vermi Compost Unit No. 149 0.022 3.28 50 1.1 50 1.1 1.08


Farmer and landless Labour )& Micro

enterprises

12.32

4 4 4.32

Total - 41.50 12.88 15.41 12.84 0.37

II Non Arable Land Production System

(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 6000 3.43 6340 3.62

(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2

(3) Over seeding in Non Arable land Hac 70 0.92 40 0.52 30 0.4

Total 8.43 3.69 4.34


(1) Animal Health Camps No. 36 0.15 5.40 8 1.2 8 1.2 8 1.2 8 1.2 4 0.6

(2) Mangers Distribution No. 300 0.005 1.50 100 0.5 100 0.5 100 0.5

3 Cattlecare and fodder storage center No. 2 5 10.00 1 5.00 1 5.00

4 Bull Distribution No. 4 0.5 2.00 2 1.00 2 1.00

Total - 18.90 1.70 7.70 8.10 1.20 0.60

Total Production System - 68.83 0.00 18.27 27.45 20.94 1.57 0.60

D. Consolidation 3% 13.58 5.00 8.58

Grand Total - - 580.82 33.64 24.13 108.98 151.19 128.08 93.97 32.03


AGROCLIMATIC ZONE: EFFECTIVE AREA: 3019 Ha.

3019

IRRIGATION PERCENTAGE: 10 % 452.85 LAKHS

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

A I Administration cost 10% - 45.29 6.47 6.47 6.47 6.47 6.47 6.47 6.47

II Monitoring 1% - 4.53 1.00 1.00 1.00 1.00 0.53

III Evaluation 1% - 4.53 1.00 1.00 1.00 1.00 0.53


V Institution And Capacity Building 5% - 22.64 4.53 9.06 4.53 4.52

VI Preparation of Detailed Project Report (DPR) 1% - 4.534.53

Total 22% - 99.63 33.64 16.53 13.00 12.99 8.47 8.00 7.00



1 Earthen Bund hac. 1055 0.09 94.95 300 27 300 27 255 22.95 200 18


Dam)

No. 40 0.2 8.00

10 2 10 2 10 2 10 2

3 Water Harvesting Tanka No. 90 0.76 68.40 10 7.6 20 15.2 20 15.2 20 15.2 10 7.6 10 7.6

4 Wasteweir No. 40 0.5 20.00 10 5 10 5 10 5 10 5

Total - 191.35 7.60 49.20 49.20 45.15 32.60 7.60


(1) Ditch Cum Bund Fencing Mt. 3500 4.97 2000 2.84 1500 2.13

2 Contour Furrow in Pasture Land Hac. 35 0.09 3.15 20 1.8 15 1.35

3 Contour Furrow in Non Arable Land Hac.

4 E.C.D No. 51 0.1 5.10 11.00 1.10 10.00 1.00 10.00 1.00 10.00 1.00 10.00 1.00

5 Gully Control Structure L.S.C.D) No 52 0.10/0.

20

7.80 11.00 1.65 11.00 1.65 10.00 1.50 10.00 1.50 10.00 1.50

6 Tanka No 6 0.76 4.56 2 1.52 2 1.52 2 1.52

Total - 25.58 8.91 7.65 4.02 2.50 2.50


(1) Dug out/ shunken pond No. 10 1 10.00 4.00 4 4 4 2 2

(2) L.S.C.D No. 152 0.10/0.

20

22.80

40 6 40 6 40 6 32 4.8

(3) MMS (i) No. 11 2 22.00 3.00 6.00 3.00 6.00 3.00 6.00 2.00 4.00

(ii) No.

Total 54.80 16.00 16.00 14.00 8.80

Total Watershed Development Works - 271.73 7.60 74.11 72.85 63.17 43.90 10.10 271.73

C. Production System and Micro Enterprises -


(1) Crop/Fodder Demonstration No. 1124 13.15 300 3.51 500 5.85 300 3.51 24 0.28 13.15

(2) Agro Forestry No. 10000 1.90 3000 0.57 4000 0.76 3000.00 0.57 1.90

(3) Dry land Horticulture(Unit) No. 115 0.067 7.70 40 2.68 40 2.68 35 2.34 7.70

III rd

year IV th

YearII nd

YearIst

YearUnitQuant

ity

5.2 ANNUAL ACTION PLAN THROUGH PROJECT FUND

V th

yearS.No. Activity




total

costUnit cost

CATEGORY OF WATERSHED: DESERT AREA TOTAL

COST THROUGH PROJECT FUND

VII th

yearVI th

year

(4) Homestead Kitchen Garden No. 150 0.003 0.45 40 0.12 40 0.12 40 0.12 30 0.09 0.45

(5) Organic Farming 0.00

i Compost Pit No. 150 0.018 2.70 50 0.90 50 0.90 50 0.90 2.70

ii Vermi Compost Unit No. 149 0.022 3.28 50 1.1 50 1.1 1.08 3.28


Farmer and landless Labour ) & micro

enterprises

12.32

4 4 4.32 12.32

Total - 41.50 12.88 15.41 12.84 0.37 41.5

II Non Arable Land Production System

(1) Plantation in Pasture land and Along DLT. No. 12340 7.05 6000 3.43 6340 3.62

(2) Over seeding in Pasture land Hac. 35 0.46 20 0.26 15 0.2

(3) Over seeding in Non Arable land Hac

Total 7.51 3.69 3.82


(1) Animal Health Camps No. 36 0.15 5.40 8 1.2 8 1.2 8 1.2 8 1.2 4 0.6

(2) Mangers Distribution No. 300 0.005 1.50 100 0.5 100 0.5 100 0.5

3 Cattlecare and fodder storage center No. 2 5 10.00 1 5.00 1 5.00

4 Bull Distribution No. 4 0.5 2.00 2 1.00 2 1.00

Total - 18.90 1.70 7.70 7.70 1.20 0.60

Total Production System - 67.91 0.00 18.27 26.93 20.54 1.57 0.60

D. Consolidation 3% 13.58 5.00 8.58

Grand Total - - 452.85 33.64 24.13 105.38 112.77 92.18 58.47 26.28 452.85

STATE: RAJASTHAN UNIT C

IRRIGATION PERCENTAGE: 10 % 127.97 Lakhs

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

A I Administration cost 10% - - - - - - - - - -

II Monitoring 1% - - - - - - - - - -

III Evaluation 1% - - - - - - - - - -

IV Preparatory Phase (Entry Point Activity) 4% - - - - - - - - - -

V Institution And Capacity Building 5% - - - - - 0 - - - -

VI Preparation of Detailed Project Report (DPR) 1%- - - - - - - - - -

Total 10% - 0 - 0 - 0 - 0 - 0

B Watershed Development Works (NRM) 60% - - - - - - - - - -

I Arable Land Conservation Measures - - - - - - - - - -

1 Earthen Bund No. 315 0.1 31.5 - - - - - - 200 20 115 11.5

2 Gully Control Structure (L.C. D.M) No. - 0 - - - - - - - - -

3 Water Harvesting Tanka No. 105 0.85 89.25 - - - - - - 50 42.5 40 34 15 12.75

4 Wasteweir No. - 0 - - - - - - - - -

Total - 120.75 - - - - - 0 - 62.5 - 45.5 12.75

II Non Arable Land Conservation Measures- - - - - - - - - -

1 Ditch Cum Bund Fencing Mt. - 0 - - - - - - - - - -

2 Contour Furrow in Pasture Land Hac. - 0 - - - - - - - - - -

3 Contour Furrow in Non Arable Land Hac. 70 0.09 6.3 - - - - 40 3.60 30 2.70

4 Earthen Bund No. - - - - - - - - - -

5 Gully Control Structure L.S.C.D) No - 0 - - - - - - - - - -

6 Waste weir No - 0 - - - - - - - - - -

Total - 6.3 - - - - - 3.60 - 2.70 -

III Drainage Line Treatment - - - - - - - - - -

(1) Earthen Bund with Pitching No. - - - - - - - - - -

(2) Waste weir No. - 0 - - - - - - - - - -

Total - 0 - - - - - 0 - 0 - 0

Total Watershed Development Works - - 127.05 - 0 - 0 3.6 65.2 45.5 12.75 0

C. Production System and Micro Enterprises - - -

I Arable Land Production System 15% - -

(1) Crop/Fodder Demonstration - - - -

(2) Agro Forestry No. 0.00 - - - - - - - - - -

(3) Dry land Horticulture(Unit) No. - 0 - - - - - - - - - -

(4) Homestead Kitchen Garden No. - 0 - - - - - - - - - -

(5) Organic Farming - 0 - - - - - - - - - -

i Compost Pit No. - 0 - - - - - - - - - -

ii Vermi Compost Unit No. - - - - - - - - - -


Farmer and landless Labour ) & Micro

Enterprises

- 0 - - - - - - - - - -

Total

costVI

th YearS.No.


Quantit

y

Unit

costActivity Unit VII

th year

5.3 ANNUAL ACTION PLAN THROUGH CONVERGENCE FUND

V th

yearIV th

YearIst

Year II nd

Year III rd

year

CATEGORY OF WATERSHED: DESERT AREA



cost through convergence

Total - - - - - - - - II Non Arable Land Production System - 0 - - - - - - - - - -

(1) Plantation in Pasture land and Along DLT. No. - - - - - - - - - -

(2) Over seeding in Pasture land Hac. - 0 - - - - - - - - - -

(3) Over seeding in Non Arable land Hac 70 0.92 - - - - - 0.62 - 0.30 - -

Total - 0.92 - 0 - 0 - 0.62 - 0.30 - 0

III Live Stock Management - - - - - - - - - - -

(1) Animal Health Camps No. - 0 - - - 0 - - - - - -

(2) Mangers Distribution No. - - - - - - - - - - -

(3) Bull Distribution No. - - - - - - - - - -

Total - - 0 - 0 - 0 - 0 - 0

Total Production System - 0.92 - 0 - 0.00 - 0.62 - 0.30 - 0.00

D. Consolidation 3% - 0 - 0 - 0 - 0 - 0

Grand Total - 127.97 - 0 - 0.00 - 4.22 - 65.50 - 45.50 12.75 0

DESIGN OF BUND IN ARABLE LAND TYPE-I

Name of Water Shed : NEVRA ROAD (Jodhpur XVI) IWMP Name of P.S. Osian

V.I = 0.305 (XS+Y)

0.305( 0.8 x 1+ 1.0)

V.I = 0.549

V.I Vertical interval

X= Rain Fall Factor 0.8

Y= Factor due to soil infiltration & Crop cover 1

S= Percent slope 1

He= (Rex VI)1/2

(50) 1/2

He= 0.549 Say 0.50 Cm.

He Depth of impounding

Re 24Hour rainfall excess in Cms. for 10 year recurrence interval 45.62

V.I Vertical interval 0.549

Total Height of Bund= 0.50 + 0.30 = 0.80 Cms

Top width of Bund = 0.35 Cms.

Bottom width of Bund = 2.75

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

2

X Section= ( 0.35+ 2.75)x .8

2

X Section= 1.24 Sqmt.

DESIGN OF EARTHEN BUND TYPE-II

Name of Water Shed : NEVRA ROAD (Jodhpur XVI) IWMP Name of P.S. Osian

V.I = 0.305 (XS+Y)

0.305( 0.8 x 2+ 1.0)

V.I = 0.793




S= Percent slope 2

He= (Rex VI)1/2

(50) 1/2

He= 0.723 Say 0.75 Cm.




Total Height of Bund= 0.75 + 0.45 = 1.20 Cms

Top width of Bund = 0.6 Cms.


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

2

X Section= ( 0.6 + 4.20)x 1.20

2

X Section= 2.88 Sqmt.

DESIGN OF EARTHEN BUND TYPE -III

Name of Watershed : NEVRA ROAD Jodhpur XVI (IWMP) Name of Block: Osian

V.I = 0.305 (XS+Y)

0.305( 0.8 x 3+ 1.)

V.I = .946




S= Percent slope 3

He= (Rex VI)1/2

(50) 1/2

He= .946 Say 0.95Cm.




Total Height of Bund= 0.95 + 0.55 = 1.50 ms

Top width of Bund = 0.75 ms.


Cross section of bund = (Top width of Bund +Bottom width of Bund) x Height/ 2 X Section= ( 0.75+ 5.25)x 1.50

2

X Section= 4.50 sqmt. Say 4.50 sqmt.

CROSS SECTION OF EARTHAN BUND TYPE I

0.35 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5.:1 0.80 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 2.75

0.3

4.14

(All Measurement in Meter) Cross Sec.= ((2.75+0.35))x0.80

2 = 1.24 Sqm

CROSS SECTION OF EARTHAN BUND TYPE - II

0.60 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ..................................................................... 1.5:1 1.20 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 4.20

0.30

9.6

All Measurement in Meter) Cross Sec.= ((4.20+0.60))x1.20= 2.88 Say 2.88 sqmt.

2

Cross Sec.= 2.88 sqmt.

CROSS SECTION OF EARTHAN BUND TYPE - III

0.75 ......................................... ............................................ ................................................ ..................................................... ......................................................... ........................................................... .............................................................. .................................................................. 1.5:1 ...................................................................... 1.5:1 1.50 ........................................................................ ............................................................................ ............................................................................... ................................................................................... ...................................................................................... ........................................................................................

tehu ry .............................................................................................................................................

. 0.30 5.25

0.30

15.00

(All Measurement in Meter) Cross Sec.= ((5.25+0.75) /2)x1.50

= 4.50 Sqm

CROSS SECTION OF DITCH CUM BUND FENCINGH

..................... ..................... ......................

......................... ......................... .......................... ......................... ........................... ............................ ............................ ............................. .............................. ................................ ................................ ................................ .................................. ................................... .................................... .................................... ..................................... ...................................... .....................................

G.L 1.20 0.90

Cross Sec.= ((1.50+0.0.90) )x1.20 2

= 1.44 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.

Block:Osian District: Jodhpur No. 1

Length 9.000

Ø-la- dk;Z fooj.k

1 Mkx csfyax nsuk 1 X 2.00 X 9.000 = 18.000 18.000 eh-

2 1 X 9.00 X 2.40 X 0.45 = 9.720

1 X 9.00 X 1.50 X 0.30 = 4.050

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

15.390 15.390 ?k-eh-

3 1 X 9.00 X 2.40 X 0.45 = 9.720

1 X 9.00 X 1.50 X 0.30 = 4.050

eq[; fnokj izFke pj.k 1 X 9.00 X ( 2.4 + 0.6 ) /2 X 0.75 = 10.125

eq[; fnokj f}rh; pj.k 1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

25.515 25.515 ?k-eh-

lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq

uhao Vªsapst esa feV~Vh [kqnkbZ dk dk;Z l[r feV~Vh esa

Loose stone checkdam (L.S.C.D)

uki ek=k

Name of watershed: NEVRA ROAD (Jodhpur-XVI)

DPR cHECK DAM JDP XVI\Check Dam20na Pg.-1


Block:Osian District: Jodhpur

L

Ø-la- dk;Z fooj.k ek=k Je nj dqy nj izfr Je jkf'k dqy jkf'k

1 MkWx csfyax nsuk 18.000 0.700 0.700 ?k-eh- 12.600 12.600

25.515 285.100 701.000 ?k-eh- 7274.327 17886.015

Total 19314.495

contigency 4% 772.5798

Grand total 20087.075

Say 20000.000


3 lq[ks iRFkj dh pqukbZ dk dk;Z 3 eh- dh mpkbZ rd eq[; fnokj ,ao uhao gsrq

92.0002


15.390 1415.88092.000

?k-eh-

1415.880

DPR cHECK DAM JDP XVI\Check Dam20na Pg.-2


Length 4.000

Ø-la- dk;Z fooj.k


2 1 X 4.00 X 2.40 X 0.45 = 4.320

1 X 4.00 X 1.50 X 0.30 = 1.800

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

7.740 7.740 ?k-eh-

3 1 X 4.00 X 2.40 X 0.45 = 4.320

1 X 4.00 X 1.50 X 0.30 = 1.800



12.240 12.240 ?k-eh-




uki ek=k


DPR cHECK DAM JDP XVI\Check Dam10 Pg.-1






12.240 285.000 701.000 ?k-eh- 3488.400 8580.240

Total 9297.920



Say 10000.000

92.0002


7.740


712.08092.000

?k-eh-

712.080



Length 6.500

Ø-la- dk;Z fooj.k


2 1 X 6.50 X 2.40 X 0.45 = 7.020

1 X 6.50 X 1.50 X 0.30 = 2.925

1 X 2.00 X 1.00 X 0.60 X 1.35 = 1.620

11.565 11.565 ?k-eh-

3 1 X 6.50 X 2.40 X 0.45 = 7.020

1 X 6.50 X 1.50 X 0.30 = 2.925



18.878 18.878 ?k-eh-


uki ek=k










18.878 285.000 701.000 ?k-eh- 5380.088 13233.128

Total 14306.208



Say 15000.000

1063.98092.000

?k-eh-

1063.98092.0002


11.565



uke %tsyw3

5.0

0

Je

dqy

Je

dqy

1Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd

¼ft-Lr-nj-vuq-

½3

53

0.0

0ehVj

0.7

0.7

02

47

1.0

02

47

1.0

0

2uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd

feVV~h dk [kqnkbZ

djuk] ry d

ks dwVuk] ikuh Mkyuk]cxy d

ks laokjuk][kqnh feV~Vhd

ks ckgj fudkyuk] uhoa Hkjus d

s ckn [kkyh LFkkuksa d

ks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh d

ks 50 ehVj nwjh rd fuLrkj.k d

jukAl[r feV~Vh esaA [kkbZ gsrq

50

83

.20

?k-eh-9

29

2.0

04

67

65

4.4

04

67

65

4.4

0

3fMcfyax fof/k ls okfud

h cht cqokbZ dk;Z

10

50

0.0

0ehVj

0.6

0.6

06

30

0.0

06

30

0.0

0

4okfud

h chtksa dh jkf'k

50

.00

fd-xzk

-4

0.0

02

00

0.0

0

5

;ksx4

76

42

5.4

04

78

42

5.4

0

;ksx4

78

42

5.4

0

tksMk 4% dUVkstsUlh

19

13

7.0

2

;ksx4

97

56

2.4

2

ykxr Je Hkkx

47

64

25

.40

ykxr lkexzh Hkkx2

11

37

.02

dqy ;ksx

49

75

62

.42

Sa

y4

97

00

0.0

0

bdkbZ

uke ty xzg.k {ks=&usojk jksM

ykxr rdehuk

nj

dk;Z d

k uke&pjkxkg Hkwfe ij [kkbZ Qsaflax

Ø-la-

fooj.kek=k

{kS=Qy% 35 gSDVs;j

180

Je

dqy

Je

dqy


¼ft-Lr-nj-vuq-

2011½1

60

.00

ehVj0

.70

.70

11

2.0

01

12

.00

2

feV~Vh dk d

k;Z cU/k esa ¼lw[kh ;k xhyh½ 15 lseh ijr esa Mkyuk] <syksa d

ks rksMuk] ?kkl&ikr rFkk dadj chud

j vyx d

juk rFkk feV~Vh dh njslh d

juk 1-5 eh0 mBkuk rFkk 50 ehVj nwjh d

s fy,A dBksj feV~Vh esa

feV~Vh dh d

qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj-v

uq-2011½

99

.20

?k-eh-8

58

5.0

08

43

2.0

08

43

2.0

0

3/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v

uq-2011½2

40

.00

ehVj0

.60

.60

14

4.0

01

44

.00

4/kkeu ?kkl cht

1.0

0fd-xzk

-6

1.5

06

1.5

0

;ksx8

68

8.0

08

74

9.5

0

;ksx8

74

9.5

0

tksMk 4% dUVkstsUlh

34

9.9

8

;ksx9

09

9.4

8

ykxr Je Hkkx

86

88

.00

ykxr lkexzh Hkkx4

11

.48

dqy ;ksx

90

99

.48

Sa

y9

00

0.0

0

bdkbZ


osthVsfVo dUVwjcUM

ykxr rdehuk

njØ-la-

fooj.kek=k

{kS=Qy% 150 gSDVj

Ø-la-

fooj.k1

, Qsze ysoy ls 8 ls 15 ehVj {kSfrt v

Urjky esa leksPp js[kk ij ys v

kmV dk d

k;Z

2Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v

uq-2010i`-la0 25 dz-la- 182½


feVV~h dk

[kqnkbZ djuk] ry d






ks 50 ehVj nwjh rd fuLrkj.k

djukAl[r]fpd

uh] dadj] feV~Vh esaA

uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5d

z-la- 2c½

4

cht cqokbZ cuk;s x;s fjt ij 5

cht dh ek=k ¼/kke.k½

1,20,000 eh-

1,20,000 ehx1/2x0.60x0.30=108000

1,20,000 eh-

1,20,000 eh- @ 1 fd-xzk-@100 ehVj=1200

foLr`r rdehuk

uke ty xzg.k {ks=& tkyksj III ¼¼I.W.M.P½

dk;Z d

k uke&vd`f"k Hkwfe ij d

UVwj QjksZ

xkWo dk uke % d

ksjk

y-xpkS-xx- = dqy ek=k

150 gSDV;j @ 800eh0@gSDVs;j=120000 eh0

{kS=Qy% 150 gSDVjJ

edqy

Je

dqy

1, Q

sze ysoy ls 8 ls 15 ehVj {kSfrt vUrjky esa

leksPp js[kk ij ys vkmV d

k dk;Z

12

00

00

eh-0.8

50.8

51

02

00

0.0

01

02

00

0.0

0


uq-2010i`-la0 25 dz-la- 182½

12

00

00

eh-0.3

50.3

54

20

00

.00

42

00

0.0

0


feVV~h dk

[kqnkbZ djuk] ry d







djukAl[r]fpd

uh] dadj] feV~Vh esaAuhoa gsrq¼ft-Lr-

nj-vuq-2010i`-la0 5 d

z-la- 2c½

10

80

0?k-eh-

61

.00

61.0

06

58

80

0.0

06

58

80

0.0

0

4


20

00

0eh-

0.4

40

.44

52

80

0.0

05

28

00

.00

5cht d

h ek=k ¼/kke.k½1

20

0fd-xzk-

-5

0.0

0-

60

00

0.0

0

;ksx8

55

60

0.0

09

15

60

0.0

0

tksMk Jfed

nj esa c<ksRrjh 35% 2

99

46

0.0

0

;ksx1

21

50

60

.00

tksMk 3% d

UVkstsUlh3

64

51

.80

;ksx1

25

15

11

.80

ykxr Je Hkkx

11

55

06

0.0

0

ykxr lkexzh Hkkx9

64

51

.80

dqy ;ksx

12

51

51

1.8

0

Sa

y1

25

10

00

.00

xkWo dk uke % d

ksjk

ykxr rdehuk


dk;Z d


UVwj QjksZ

Ø-la-

fooj.kek=k

bdkbZ

nj

{kS=Qy% 150 gSDVj

Ø-la-

fooj.k1



kmV dk d

k;Z


uq-2010i`-la0 25 dz-la- 182½

3

uho] [kkbZ ijukyk esa 1-5 xgjkbZ rd feVV~h d

k [kqnkbZ d

juk] ry dks d

wVuk] ikuh Mkyuk]cxy dks

laokjuk][kqnh feV~Vhdks ckgj fud

kyuk] uhoa Hkjus ds

ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph

gqbZ feV~Vh dks 50 ehVj nwjh rd

fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA

uhoa gsrq¼ft-Lr-nj-v

uq-2010i`-la0 5 dz-la- 2c½

4




1,20,000 eh-

1,20,000 ehx1/2x0.60x0.30=108000

1,20,000 eh-

1,20,000 eh- @ 1 fd-xzk-@100 ehVj=1200

dk;Z d


UVwj QjksZ

xkWo dk uke % Hkkxyls¶Vk


foLr`r rdehuk


{kS=Qy% 150 gSDVjJ

edqy

Je

dqy

1, Q



k dk;Z

120000eh-

0.850.85

102000.00102000.00


uq-2010i`-la0 25 dz-la- 182½

120000eh-

0.350.35

42000.0042000.00

3


k [kqnkbZ d

juk] ry dks d



kyuk] uhoa Hkjus ds



fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA


uq-2010i`-la0 5 dz-la- 2c½

10800?k-eh-

61.0061.00

658800.00658800.00

4


eh-0.44

0.4452800.00

52800.00

5cht d

h ek=k ¼/kke.k½1200

fd-xzk-

-50.00

-60000.00

;ksx855600.00

915600.00

tksMk Jfed

nj esa c<ksRrjh 35% 299460.00

;ksx1215060.00

tksMk 3% d

UVkstsUlh36451.80

;ksx1251511.80

ykxr Je Hkkx

1155060.00

ykxr lkexzh Hkkx96451.80

dqy ;ksx

1251511.80

Say1251000.00

ykxr rdehuk


dk;Z d


UVwj QjksZ

xkWo dk uke % Hkkxyls¶Vk

Ø-la-

fooj.kek=k

bdkbZ

nj

{kS=Qy% 100 gSDVj

Ø-la-

fooj.k1



kmV dk d

k;Z


uq-2010i`-la0 25 dz-la- 182½

3


k [kqnkbZ d

juk] ry dks d



kyuk] uhoa Hkjus ds



fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA


uq-2010i`-la0 5 dz-la- 2c½

4



80000 eh-

80000 ehx1/2x0.60x0.30=7200

8000 eh-

8000 eh- @ 1 fd-xzk-@100 ehVj=800

foLr`r rdehuk


dk;Z d


UVwj QjksZ

xkWo dk uke % ljFkyk



{kS=Qy% 100 gSDVjJ

edqy

Je

dqy

1, Q



k dk;Z

80000eh-

0.850.85

68000.0068000.00


uq-2010i`-la0 25 dz-la- 182½

80000eh-

0.350.35

28000.0028000.00

3


k [kqnkbZ d

juk] ry dks d



kyuk] uhoa Hkjus ds



fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA


uq-2010i`-la0 5 dz-la- 2c½

7200?k-eh-

61.0061.00

439200.00439200.00

4


eh-0.44

0.4435200.00

35200.00

5cht d


fd-xzk-

-50.00

-40000.00

;ksx570400.00

610400.00

tksMk Jfed


;ksx810040.00

tksMk 3% d

UVkstsUlh24301.20

;ksx834341.20

ykxr Je Hkkx

770040.00


dqy ;ksx

834341.20

Say834000.00

xkWo dk uke % ljFkyk

Ø-la-

fooj.kek=k

bdkbZ

nj

ykxr rdehuk


dk;Z d


UVwj QjksZ

{kS=Qy% 100 gSDVj

Ø-la-

fooj.k1



kmV dk d

k;Z


uq-2010i`-la0 25 dz-la- 182½

3


k [kqnkbZ d

juk] ry dks d



kyuk] uhoa Hkjus ds



fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA


uq-2010i`-la0 5 dz-la- 2c½

4




80000 eh-

80000 ehx1/2x0.60x0.30=7200

8000 eh-

8000 eh- @ 1 fd-xzk-@100 ehVj=800

foLr`r rdehuk


dk;Z d


UVwj QjksZ

xkWo dk uke % nklik


{kS=Qy% 100 gSDVjJ

edqy

Je

dqy

1, Q



k dk;Z

80000eh-

0.850.85

68000.0068000.00


uq-2010i`-la0 25 dz-la- 182½

80000eh-

0.350.35

28000.0028000.00

3


k [kqnkbZ d

juk] ry dks d



kyuk] uhoa Hkjus ds



fuLrkj.k djukA

l[r]fpduh] d

adj] feV~Vh esaA


uq-2010i`-la0 5 dz-la- 2c½

7200?k-eh-

61.0061.00

439200.00439200.00

4


eh-0.44

0.4435200.00

35200.00

5cht d


fd-xzk-

-50.00

-40000.00

;ksx570400.00

610400.00

tksMk Jfed


;ksx810040.00

tksMk 3% d

UVkstsUlh24301.20

;ksx834341.20

ykxr Je Hkkx

770040.00


dqy ;ksx

834341.20

Say834000.00


dk;Z d


UVwj QjksZ

xkWo dk uke % nklik

Ø-la-

fooj.kek=k

bdkbZ

nj

ykxr rdehuk

{kS=Qy% 50 gSDVj

Ø-la-

fooj.k1



kmV dk d

k;Z


uq-2010i`-la0 25 dz-la- 182½


feVV~h dk

[kqnkbZ djuk] ry d







djukAl[r]fpd


uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la05 d

z-la- 2c½

4



4000 eh- @ 1 fd-xzk-@100 ehVj=400

40000 eh-

40000 ehx1/2x0.60x0.30=3600

4000 eh-

foLr`r rdehuk


dk;Z d


UVwj QjksZ

xkWo dk uke % :

fp;kj



{kS=Qy% 50 gSDVjJ

edqy

Je

dqy

1, Q



k dk;Z

40

00

0eh-

0.8

50.8

53

40

00

.00

34

00

0.0

0

2

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v

uq-2010i`-la0 25 dz-la- 182½

40

00

0eh-

0.3

50.3

51

40

00

.00

14

00

0.0

0


feVV~h dk

[kqnkbZ djuk] ry d







djukAl[r]fpd


uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la0 5d

z-la- 2c½

36

00

?k-eh-6

1.0

061.0

02

19

60

0.0

02

19

60

0.0

0

4


00

00

eh-0

.44

0.4

41

76

00

.00

17

60

0.0

0

5cht d

h ek=k ¼/kke.k½4

00

fd-xzk-

-5

0.0

0-

20

00

0.0

0

;ksx2

85

20

0.0

03

05

20

0.0

0

tksMk Jfed

nj esa c<ksRrjh 35% 9

98

20

.00

;ksx4

05

02

0.0

0

tksMk 3% d

UVkstsUlh1

21

50

.60

;ksx4

17

17

0.6

0

ykxr Je Hkkx

38

50

20

.00

ykxr lkexzh Hkkx3

21

50

.60

dqy ;ksx

41

71

70

.60

Sa

y4

17

00

0.0

0

xkWo dk uke % :

fp;kj

njØ-la-

fooj.kek=k

bdkbZ

ykxr rdehuk


dk;Z d


UVwj QjksZ

{kS=Qy% 35 gSDVj

Ø-la-

fooj.k1



kmV dk d

k;Z


uq-2010i`-la0 25 dz-la- 182½


feVV~h dk

[kqnkbZ djuk] ry d







djukAl[r]fpd


uhoa gsrq¼ft-Lr-nj-vuq-2010i`-la05 d

z-la- 2c½

4



28000 eh- @ 1 fd-xzk-@100 ehVj=280


28000 eh-

28000 eh-


dk;Z d


UVwj QjksZ

xkWo dk uke % nklik


foLr`r rdehuk

28000 ehx1/2x0.60x0.30=2520

{kS=Qy% 35 gSDVj

35

.00

Je

dqy

Je

dqy

1, Q



k dk;Z

28

00

0eh-

0.7

50.7

52

10

00

.00

21

00

0.0

0

2

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd¼ft-Lr-nj-v

uq-2

80

00

eh-0.7

00.7

01

96

00

.00

19

60

0.0

0


feVV~h dk

[kqnkbZ djuk] ry d







djukAl[r]fpd


uhoa gsrq¼ft-Lr-nj-vuq-

25

20

?k-eh-9

2.0

092.0

02

31

84

0.0

02

31

84

0.0

0

4


80

00

eh-0

.60

0.6

01

68

00

.00

16

80

0.0

0

5cht d

h ek=k ¼/kke.k½2

80

fd-xzk-

-6

1.5

0-

17

22

0.0

0

;ksx2

89

24

0.0

03

06

46

0.0

0

8

;ksx3

06

46

0.0

0

tksMk 4% dUVkstsUlh

91

93

.80

;ksx3

15

65

3.8

0

ykxr Je Hkkx

28

92

40

.00

ykxr lkexzh Hkkx2

64

13

.80

dqy ;ksx

31

56

53

.80

Sa

y3

15

00

0.0

0

ykxr rdehuk

uke ty xzg.k {ks=&usojk jksMdk;Z d


UVwj QjksZ

xkWo dk uke %

Ø-la-

fooj.kek=k

bdkbZ

nj

1.0

03

5.0

0

Je

dqy

Je

dqy


¼ft-Lr-nj-vuq-

2010i`-la025 dz-la- 182½

70

.00

ehVj0

.70

.70

49

.00

49

.00

2

feV~Vh dk d



j vyx d




feV~Vh dh d

qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj

10

0.8

0?k-eh-

85

85

.00

85

68

.00

85

68

.00

3

/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v

uq-2010i`-la020 dz-la- 129½

10

5.0

0ehVj

0.6

0.6

06

3.0

06

3.0

0

4/kkeu ?kkl cht

1.0

0fd-xzk

-6

1.5

06

1.5

0

;ksx8

68

0.0

08

74

1.5

0

;ksx8

74

1.5

0

tksMk 4% dUVkstsUlh

34

9.6

6

;ksx9

09

1.1

6

ykxr Je Hkkx

86

80

.00

ykxr lkexzh Hkkx4

11

.16

dqy ;ksx

90

91

.16

Sa

y9

00

0.0

0


osthVsfVo cUM

ykxr rdehuk

njØ-la-

fooj.kek=k

bdkbZ

1.0

02

2.5

0

Je

dqy

Je

dqy

1

Mkx csfyax 2-5 ls 5 lseh xgjkbZ rd ¼ft-Lr-nj-v

uq-4

5.0

0ehVj

0.7

0.7

03

1.5

03

1.5

0

2

feV~Vh dk d



j vyx d




feV~Vh dh d

qVkbZ ekuo }kjk ;k Iysu jksyj }kjk A¼ft-Lr-nj

10

1.2

5?k-eh-

85

85

.00

86

06

.25

86

06

.25

3/kkeu@?kkl cht cqokbZ cuk;s x;s fjt ij nks ykbZuksa esa ¼ft-Lr-nj-v

uq-½6

7.5

0ehVj

0.6

0.6

04

0.5

04

0.5

0

4/kkeu ?kkl cht

1.0

0fd-xzk

-6

1.5

06

1.5

0

;ksx8

67

8.2

58

73

9.7

5

;ksx8

73

9.7

5

tksMk 4% dUVkstsUlh

34

9.5

9

;ksx9

08

9.3

4

ykxr Je Hkkx

86

78

.25

ykxr lkexzh Hkkx4

11

.09

dqy ;ksx

90

89

.34

Sa

y9

00

0.0

0


osthVsfVo cUM

ykxr rdehuk

njØ-la-

fooj.kek=k

bdkbZ

NA

ME

OF

WA

TE

RS

HE

D: N

EV

RA

RO

AD

(JOD

HP

UR

-XV

I)B

LO

CK

: OS

IAN

DIS

TR

ICT

: JOD

HP

UR

ikS/kks dh la[;k% 100

Je

dqy

Je

dqy

145x45x45 lseh- eki d

s xM~Ms djuk d

Bksj feV~Vh 400 xM~Ms@gSDVj¼ft-Lr-nj-v

uq-1

00

la[;k6.8

06.8

06

80

.00

68

0.0

0

2ikS/ks jksi.k d

juk ¼ft-Lr-nj-v

uq-20111

00

la[;k3.0

03.0

03

00

.00

30

0.0

0

3

ikS/kksa dh d

her1

08

la[;k-

5.0

0-

54

0.0

0

4ikS/kksa d

k ifjogu ikS/ks HkjkbZ ,oa [kkyh djkbZ lfgr 5

fd0eh- nwjh rd

ds fy,

10

8

la[;k@1000

-908.2

19

8.0

9

5

ikS/ks jksi.k ds le; Mh,ih Mkyuk

3fd-xzk-

-1

0.0

0-

30

.00

6

nhed fu;U=.k gsrq ,UMksalYQ

ku 4% pw.kZ1

0fd-xzk-

-1

2.0

0-

12

0.0

0

71

00

la[;k0

.21

0.2

12

1.0

02

1.0

0

;ksx1

00

1.0

01

78

9.0

9

;ksx1

78

9.0

9

tksMk 4% dUVkstsUlh

71

.56

;ksx1

86

0.6

5

ykxr Je Hkkx

10

01

.00

ykxr lkexzh Hkkx8

59

.65

dqy ;ksx

18

60

.65

Sa

y1

90

0.0

0

Sa

y 1

9 : @

ikS/kk

ek=kbd

kbZ

MO

DE

L E

ST

IMA

TE

uke ty xzg.k {ks=& dk;Z d

k uke&d`f"k Hkwfe ij okfud

h ikS/kkjksi.k

njØ-la-

fooj.k

NA

ME

OF

WA

TE

RS

HE

D: N

EV

RA

RO

AD

(JOD

HP

UR

-XV

I)

DIS

TR

ICT

: JOD

HP

UR

Je

dqy

Je

dqy

v1

vfxze enk d

k;Z %&45x45x45 lseh- eki d

s xM~Ms djuk d

Bksj feV~Vh 400 xM~Ms@gSDVj

14

00

0la[;k

13.4

013.4

01

87

60

0.0

01

87

60

0.0

0

c2

okuLifrd d

k;;Z%&ikS/ks jksi.k d

juk 1

40

00

la[;k3.0

03.0

04

20

00

.00

42

00

0.0

0

3ikS/kksa d

h dher

17

50

0la[;k

-5.0

0-

87

50

0.0

0

4ikS/kks d

ks miyC/k ikuh fiykuk 15 yhVj@ikS/kksa ikS/kksjksi.k d

s le; 1

40

00

la[;k1

.80

1.8

02

52

00

.00

25

20

0.0

0

5ikS/ks jksi.k d

s le; Mh,ih Mkyuk420.0

0fd-xzk-

-1

0.0

0-

42

00

.00

6ikS/kksa d

k ifjogu ikS/ks HkjkbZ ,oa [kkyh djkbZ lfgr 5

fdeh nwjh rd

ds fy,

17

50

0

la[;k@1000

-9

08

.21

-1

58

93

.68

7Fkkoyk cukuk d

e ls de 50 lseh v

)Z O;kl d

k lk/kkj.k tehu esa ¼ft-Lr-nj-v

uq-20111

40

00

la[;k2

.40

2.4

03

36

00

.00

33

60

0.0

0

8j[kj[kkc%&ikS/kksa d

ks miyC/k ikuh fiykuk 15 yhVjA ikS/kksa ¼ft-Lr-nj-v

uq-2011½1

40

00

0la[;k

1.8

01

.80

25

20

00

.00

25

20

00

.00

9ikS/kksa d

h fujkbZ xqMkbZ djuk 15 lseh xgjkbZ rd

,oa 45 lseh v

)ZO;kl rd

¼ft-Lr-nj-v

uq-2011½4

20

00

la[;k1

.20

1.2

05

04

00

.00

50

40

0.0

0

10ikuh d

k ifjogu 5 fdeh nwjh rd

ds fy,

21

00

00

0yhVj@1

-2

9.8

3-

62

64

3.0

0

11nhed

fu;U=.k gsrq ,UMksalYQku 4% pw.kZ

10

50

fd-xzk-

-1

2.0

0-

12

60

0.0

0

12

¼ft-Lr-nj-vuq-2011

21

00

0la[;k

0.2

10

.21

44

10

.00

44

10

.00

Watch

& w

ard9

63

37

5.0

03

37

5.0

03

24

00

0.0

03

24

00

0.0

0

;ksx5

95

21

0.0

07

78

04

6.6

8

;ksx7

78

04

6.6

8

tksMk 4% dUVkstsUlh

23

34

1.4

0

;ksx8

01

38

8.0

8

ykxr Je Hkkx

59

52

10

.00

ykxr lkexzh Hkkx2

06

17

8.0

8

dqy ;ksx

80

13

88

.08

Sa

y8

00

00

0.0

0

BL

OC

K: O

SIA

N

Ø-la-

MO

DE

L E

ST

IMA

TE

FO

R P

LA

NT

AT

ION

IN P

AS

TU

RE

fooj.kek=k

bdkbZ

nj

NA

ME

OF

WA

TE

RS

HE

D: N

EV

RA

RO

AD

(JOD

HP

UR

-XV

I)B

LO

CK

: OS

IAN

DIS

TR

ICT

: JOD

HP

UR

Je

dqy

Je

dqy


feVV~h dk [kqnkbZ

djuk] ry d







jukAl[r]fpd

uh]

10.8

0?k-eh

92.0

092.0

0993.6

0993.6

0

2flaxy lqij Q

kLQsV

150.0

0fd-xzk-

-3.6

0-

54

0.0

0

3;wfj;k

30.0

0fd-xzk-

5.0

0-

15

0.0

0

4dYpj iSfd

aV3.0

0la[;k

-10.0

0-

30

.00

;ksx9

93

.60

17

13

.60

;ksx1

71

3.6

0

tksMk 4% dUVkstsUlh

68

.54

;ksx1

78

2.1

4

ykxr Je Hkkx

99

3.6

0

ykxr lkexzh Hkkx7

88

.54

dqy ;ksx

13

7.7

78

17

82

.14

Sa

y1

80

0.0

0

ykxr rdehuk

nj

dk;Z d

k uke & dEiksLV fiV ;wfuV

Ø-la-

fooj.kek=k

bdkbZ

NA

ME

OF

WA

TE

RS

HE

D: N

EV

RA

RO

AD

(JOD

HP

UR

-XV

I)B

LO

CK

: OS

IAN

DIS

TR

ICT

: JOD

HP

UR

;wfuV dk {kS=Q

y% 0-20 gSDVs;j¼55 ikS/ks@;wfuV½

Je

dqy

Je

dqy


feVV~h dk [kqnkbZ

djuk] ry d







jukAl[r]fpd

uh]4

0.0

9?k-eh-

92.0

092.0

03

68

8.2

83

68

8.2

8

2xkscj d

h [kkn5

50

fd-xzk-

-2.5

0-

13

75

.00

3lqqijQ

kLQsV

20

fd-xzk-

-3.5

07

0.0

0

4

iksVk'k5.0

0fd-xzk-

-4

.00

-2

0.0

0

5;wfj;k

12

fd-xzk-

-5

.00

-6

0.0

0

6nhed

dh jksd

Fkke gsrq dhVuk'kd

nokbZ ¼,UMkslYQku 4%

pw.kZ½6

fd-xzk-

-1

2.0

07

2.0

0

7ikS/ks jksi.k d

juk ¼ft-Lr-nj-v

uq-2011½5

5la[;k

3.0

03

.00

16

5.0

01

65

.00

8

ikS/kksa dh d

her5

5la[;k

-1

5.0

0-

82

5.0

0

9ikS/kks ij yxus okys d

hMs edksMks d

s fu;aU=.k gsrq eksuksd

zksVksQkWl 36 b-lh

0.2

5yhVj

-3

60

.00

-9

0.0

0

10ikS/kksa essa moZjd

,oa nokbZ Mkyuk¼ft-Lr-nj-v

uq-2011½1

10

la[;k0

.21

0.2

12

3.1

02

3.1

0

;ksx3

87

6.3

86

38

8.3

8

;ksx6

38

8.3

8

tksMk 4% dUVkstsUlh

25

5.5

4

;ksx6

64

3.9

2

ykxr Je Hkkx

38

76

.38

ykxr lkexzh Hkkx2

76

7.5

4

dqy ;ksx

66

43

.92

Sa

y6

70

0.0

0

Ø-la-

fooj.kek=k

bdkbZ

ykxr rdehuk

dk;Z d

k uke& Qynkj ikS/kksa d

h ;wfuV

nj

;wfuV dk {kS=Q

y% 0-20gSDVs;j¼55 ikS/ks@;wfuV½


feVV~h dk [kqnkbZ

djuk] ry d







jukAl[r]fpd

uh]

2xkscj d

h [kkn3

lqqijQkLQ

sV4

iksVk'k5

;wfj;k6

nhed d

h jksdFkke gsrq d

hVuk'kd nokbZ ¼,UMkslYQ

ku 4% pw.kZ½

7ikS/ks jksi.k d

juk

8

ikS/kksa dh d

her9

ikS/kks ij yxus okys dhMs ed

ksMks ds fu;aU=.k gsrq

eksuksdzksVksQ

kWl 36 b-lh10

ikS/kksa essa moZjd ,oa nokbZ Mkyuk

10 ;wfuV

0.25 yhVj-@;wfuV 110

55 xMMs~ @ 0.22 fd-xzk-@xM~Mk=12.10 fd

-xzk- say 12.00 fd

-xzk-

55 xMMs~ @ 0.10 fd-xzk-@xM~Mk

=5.50 fd-xzk-

say 6.00 fd-xzk-

5555


=4.4 fd-xzk-

say 5.00 fd-xzk-


k uke& Qynkj ikS/kksa d

h ;wfuV

xkWo dk uke %

Ø-la-

fooj.ky-xpkS-xx- = d

qy ek=k

55

x0

.90

x0

.90

x0

.90

= 4

0.0

9 ?k-eh

55

xMMs~ @ 10 fd-xzk-@xM~Mk

=550 fd-xzk-

foLr`r rdehuk


=19.25 fd-xzk-

say 20 fd-xzk-

NA

ME

OF

WA

TE

RS

HE

D: N

EV

RA

RO

AD

(JOD

HP

UR

-XV

I)B

LO

CK

: OS

IAN

DIS

TR

ICT

: JOD

HP

UR

{kS=Qy% 35 gSDVj

Je

dqy

Je

dqy

1pjkxkg gsrq ?kkl cht cqokbZ d

k;Z 6 ls 8 fd-xzzk-

@gsSDVj VªsDVj }kjk tqrkbZ ls

35.0

0?k-eh

41.0

0781.2

51435.0

027343.7

5

2

cht dh jkf'k ¼/kke.k½

280.0

0fd-xzk-

-61.5

0-

17

22

0.0

0

;ksx1

43

5.0

04

45

63

.75

;ksx4

45

63

.75

tksMk 4% dUVkstsUlh

17

82

.55

;ksx4

63

46

.30

ykxr Je Hkkx

14

35

.00

ykxr lkexzh Hkkx4

49

11

.30

dqy ;ksx

46

34

6.3

0

Sa

y4

60

00

.00

ykxr rdehuk

njØ-la-

fooj.k


k uke & pjkxkg Hkwfe ij ?kkl cht cqokbZ dk;Z

xkWo dk uke %

ek=kbd

kbZ

ANICUT_STAND 2.00L Ashu Comp

NAME OF WORK Construction of Water Harvesting structure

Panchayat

District Jodhpur

Name of Scheme IWMP

Name of Village Osian ,Nevra Road

Panchayat Samiti Osian

Name of Project Nevra Road (Jodhpur XVI)

This project is taken in IWMP Scheme.The proposed anicut will not only reduce

velocity of the runoff but also prevent the gullies from furthure soil erosion at the

same time it will be very much fruitful in recharging of downstream wells as well as

it will increase the moisture content of the soil . So an it improve its productivity the

retain water behind the structure can also be used for irrigation , and driniking

water for anmimals . The cross section and L-section have been surveyed by

dumpy level and catchment area has been taken from G.T. sheet / Revenue map.

Basic Data of Project

=

1 Catch ment Area = 60 Ha.

2 Maxmium Rain fall intencity = 5 Cm./hr.

3 General nature of catchment Area

a. Agricultural land = 10 Ha.

b. Nonarable land Land = 50 Ha.

4 Height of crest above G.L. = 0.9 M.

5 Flood lift = 0.4 M.

6 Free board = 0.2 M.

TECHNICAL REPORT

TN 51-52


7 Top width of Head wall = 0.8 M.

8 Bottom width of Head wall = 1.80 M.

9 Width of concrete Bed = 2.10 M.

10 Length of crest = 10 M.

11 Percentage slope of land = 2.00

12 No. of well benifited = 4

13 No of farmer benifited =

a. S.C. = 7

b. S.T. = 0

c. Others = 33

Total = 40

TN 51-52


14 Area to be benifited =

a. S.C. =

b. S.T. = 20

c. Others = 0

Total = 110

15 =

a. a)Raito of concrete at bed =

( Cement : Sand :Aggregate)(1:4:8) =

b. b) Raito of Masonary fondation & Super structure =

Cement Mortar(1:6) =

c. c) Raito of plastering and flush pointing of 25 mm. =


d Raito of Kharanja in cement mortar =

16 Cost of Project = 200000.00

a. Labour component = 74150

b. Material component = 118167

c. Contingency = 7682

Rates are as per GKN 2011 Jodhpur wef 1.1.2011

The Estimate are here with submitted for technical approvel an necessary action

TN 51-52


Name of work

Catch ment Area 60 Ha.

Maxmium Rain fall intencity 5 Cm/hr

General nature of catchment Area

Agricultural land 10

Non arable land Land 50

Height of crest above G.L. 0.9

Length of crest 10

Percentage slope of land 2.00

No. of well benifited 4

No of farmer benifited 40

Construction of WHS

TN 51-52


S.C. 7

S.T.

Others 33

Total 40

Area to be benifited

S.C. 20

S.T. 0

Others 110

Total 130

GKN 2011 Jodhpur

TN 51-52


A

Name of work-: Construction of WHS

I Available crest length 10 M

ii Total catchment Area 60 Ha. As per G.T.Sheet

iii Peak Runoff Rate

a) By Rational Method Use when catchment is <1300Ha. C= Coefficient of runoff 0.5

Qp = 0.0276 CIA Q=Run off in m3/sec. I= Intensity of rain fall in cm/hr. 5

C= Coefficient of runoff 0.5 A= Catchment Area in Ha. 60

K = L3/2

/H1/2

I= Intensity of rain fall in cm/hr. 5 L=Maxmium length of travel by runoff 500

K = 3535.5 A= Catchment Area in Ha. 60 H= Difference in elevation between m 10

Tc = 0.0195K0.77

L=Maxmium length of travel by runoff water in m. 500 point and and outlet point in meter

Tc = 10.53 H= Difference in elevation between most remote 10 h= Head over the crest in mt 0.39 0.4

point and and outlet point in meter Df= Fetch length in meter 120

Qp= 0.0276 0.50 X 5 X 60 Fb =Free board 10 0.23 0.2

Qp = 4.14 Top width Tw= 0.80 0.8

Height of cerst 0.9 0.9

b) By weir formula Bottom Width of Head wall Bw 1.52 1.80

Lenth of Head wall extension 2.30 3

Lenth of Head wall extension Right= 3.0

Q = 1.71Lh3/2

Length of side wall= 2.33 2.65

4.14 = 1.71 10 h3/2 Bottom Width of Side wall 1.12 1

0.8

h 0.39 Length of wing wall 0.90 1

Say h= 0.4

3 Free Board hw= Wave height in meter

Desgin calculation of WHS

Desgin 53-54


Fb= 1.5hw Df= Fetch length in meter 120 Meter.

1.5X0.014(Df)1/2

Fb= 0.23

Say Fb= 0.2

(B) STRUCTURAL DESGIN

1 Head wall

a) Height of Head wall H= 0.9

b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3

(P-1)1/2

Tw= 0.35

Top width= 0.8

© Bottom width Bw Tw+0.8H

Bw= 1.52

So Bottom Width= 1.80 Meter

Desgin 53-54


2 Head wall extension

a) Length= H+h+1+Fb

0.9 + 0.4 + 1 + = 2.30 Meter

say Length of Right side wall = 3 Meter

say Length of left side wall = 3.0 Meter

b) Height of Head Extensionwall = H+h+Fb

0.9 + 0.4 + 0.2 = 1.5 Meter

c) Top width 0.6 Meter

d) Bottom Width= 0.5(H+h) = 0.5( 0.9 + 0.4 )= 0.65 Meter

3 Side wall

a) Length= 1.75H+0.75h+0.45 = 2.33

But as per site condition= 2.7 Meter

b) Height:

At H.W.End= H+h+Fb 0.9 + 0.4 + 0.2 = 1.5 Meter

At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter

c) Top width= 0.6 Meter

d) Bottom width=

At H.W.End= 0.6+0.4(H+h) 1.1 Meter

At W.W.End= 0.6+0.4(1.5h) 0.8 Meter

But taken as= 1.0 Meter

4 Wing wall

a) Height h+Fb 0.4 + 0.2 = 0.6 Meter

b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 1.00 M


Bottom width of wing wall 0.6 Meter

5 Apron

a) Length= 10 Meter

b) Width= H+h+Fb 0.9 + 0.4 + 0.2 1.5 Meter

c) Thickness 0.6 Meter

Desgin 53-54


6 Toe wall

a) Length= 10 Meter

b) Width= 0.3 Meter

Desgin 53-54


FREE BODY DIAGRAM

a= 0.8

b= 1.80

H= 0.9

h= 0.4

a

H

b

b/3 2b/3

cw(H+H)

W(H+h)

X

W1

W2

U

fa

H/3

fb

H/3

FBD 55-56


Specific Wt. Of masonary P= 2.3 T/m3

Specific Wt. of water w= 1 T/m3

Cofficient of uplift pressure c= 0.6

cofficient of friction atbed surface and creep length = 0.75

Weight of Dam-:

Weight of Dam-:

W1= aHP

W1= T 1.656 T

b-a 1.035 T

2HP=W2=

U

FBD 55-56


W= W1+W2= 1.656 + 1.035 = 2.691 T

Water pressure

At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2

At Depth H+h= P2 = w(H+h) =

1( 0.90 + 0.4 ) = 1.3 T/m2

Force aching due to water pressure I.e. Net horizontal

Water force P1+ P2

2 = 0.765 T/m2

Horizontal water pressure at depth h =Fa= wHh= = 0.36 T

At depth H+h = Fb= P2-P1 = 0.405 T

2

Force due to water column at crest F3 = wha= = 0.32 T

Up lift pressure U = 1/2 cwb (H+h) = 0.702 T

H

H=P=

FBD 55-56


1 Safety against over turning

Over turning moment Mo = H H 2

2 3 3

0.9 0.9 2

2 3 3

Mo= 1.126

Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)

Mr=

Mr= 2.318 + 0.690 + 0.448 = 3.46

Mr 3.456

Mo 1.126

Structure is safe against over turning

2 Safety against Rupture from tension

Net Vertical Pressure V = W1+W2+F3-U

1.656 + 1.035 + 0.32 - 0.702 = 2.309

Position of resultant where it cut the base

Excess moment(Mr-Mo) 3.456 - 1.126

2.309

STABILITY CHECKS

1.01X=

Net vertical force

= =

Factor of safety = 3.07

u

+ 0.7

>1.5 Hence

1.800.36 0.405+

bFa + Fb +

SC 57-58


TRUE

3 Safety against crusing

Eccentricity e = b/2-X

-0.11

Crusting stress at the toe of theHead wall

Pc= V (1+_6e/b)

b

Pc= 0.81537

Pc<<20 Hence it is safe

SC 57-58


4 Safety against sliding

Net vertical Force V= 2.309 T

Restorin force = uV = 0.70 X 2.309 (u=0.65 to 0.75)

1.6163 T

Sliding force Net horizontal force= Fa+Fb

0.36 + 0.405 = 0.765 T

Factor of safety = Restoring force 1.616

Sliding force 0.765

Hence it is safe

=

= 2.113 >1.3 Hence

SC 57-58



Name of Village Osian ,Nevra road 0.9

Name of Scheme IWMP 0.3 M.

Name of Project Nevra road (jodhpur XVI) 10 M.

General features of anicut-: 2.0 M

Height of crest= 0.9 M.

Length of Crest 10 M.

Depth of foundation for H.W. = 2.0 M. Length of wing wall= 1.0 M. 1.8 M

Bottom width of H.W. = 1.8 M. Height of Wing wall= 0.6 M. 0.8 M

Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M. 3.0 M

Length of H.W.Ext = 3.0 M. Depth of foundation for Wing wall = 0.9 M. 1.5 M

Height of H.W.Ext. at H.W. = 1.5 M. Height of Toewall= 0.30 M. 0.6 M

Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. 0.7 M

Bottom width for H.W.Ext. 0.7 M. Depth of foundation for Toe wall = 0.9 M. 1.2 M

Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M. 2.7 M

Length of side wall= 2.7 M. Width of Apron = 1.5 M. 1.0 M

Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M. 0.6 M

Height of side wall at W.W.End= 0.60 M. 1.2 M

Depth of foundation for side wall 1.2 M. 1.0 M

S.No. No L B H 0.6 M

1 0.6 M

0.9 M

0.30 M

0.3 M

DETAILED ESTIMATE OF WHS

Quantity

Dag belling 5cm. To 7.5cm deep( As per

item no. page of W.D.& S.C. BSR of

Jodhpur circle

Item

D E 61-64


S.No. No L B H 0.6 MQuantityItem

Total0.9 M

20.6 M

1.5 M

0 X 0.0 = 0 Sqm.L 18 m

Cutting and clearing of ordinary jungle

includling bushes shrubs and disposal as

per instructrion of engineer incharge

D E 61-64



3TW 1.5 4.25 m

2 m

Total Cum.

4

TotalCum

5

H.W. 1 X 10 X 2.1 X 2.0 = 42.00Cum.

H.W.Ext

Left1 X 3.0 X 0.7 X 3.2 = 6.24

Cum.

H.W.Ext

Right1 X 3.0 X 0.7 X 1.2 = 2.34

Cum.

S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.

W.W. 2 X 1.0 X 0.6 X 0.90 = 1.08Cum.

Earth work excavation for foundation in

dry or moist soil including ramming of

bottom scrapping of sides dipodal of soil

intial lift up to 1.5 m and lead up to 30M.

Benching of the base and depositing the

execavated material for bund for bund

canal dressing etc. all components

Earth work excavation for bund in hard

dry or moist soil including laying in layer

of 15cm. Breaking of clods dressing to

require profile with manual compaction

including intial lift up to 1.5 m and lead

up to 30M.

D E 61-64



Apron 1 X 10 X 1.5 X 0.60 = 9.00Cum.

T.W. 1 X 10 X 0.30 X 0.9 = 2.70Cum.

Total 83.71Cum.

1 60%50.23

Cum.

2 30%25.11

Cum.

3 10%8.37

Cum.

70% of total soil58.60 Cum

Disintigrated rock

Ordinary rock

Execavation in Hard soil

Extra Lift of execavcated soil from

foundation abiove 1.5 M.

D E 61-64



6

H.W. 1 X 10.0 X 2.1 X 0.3 = 6.30 Cum.

H.W.Ext 1 X 3 X 0.7 X 0.3 = 0.59 Cum.

1 X 3 X 0.7 X 0.3 = 0.59 Cum.

S.W. 2 X 2.65 X 0.65 X 0.3 = 1.03 Cum.

W.W. 2 X 1 X 0.6 X 0.3 = 0.36 Cum.

Apron 1 X 10.0 X 1.5 X 0.3 = 4.50 Cum.

T.W. 1 X 10.0 X 0.30 X 0.3 = 0.90 Cum.

Total 14.26 Cum.

7

H.W. 1 X 10.0 X 1.8 X 1.7 = 30.60 Cum.

H.W.Ext 1 X 3.0 X 0.7 X 0.9 = 1.76 Cum.

8

Providing and laying of cement concrete

well mixed in cement mortar 1:3:6 laying

in position complete excluding curing with

maxmium size of aggregate up to 50 mm.

etc. complete

using

I n Foundation Stone masonary cement

sand mortar(1:6) for above 30 cm. Thick

wall

In super structure Stone masonary above

30 cm. Thick in cement sand mortar(1:6)

D E 61-64



H.W. 1 X 10.0 X 1.3 X 0.9 = 11.70 Cum.

H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.

H.W.Ext 1 X 3.0 X 0.63 X 1.5 = 2.81 Cum.

S.W. 2 X 2.7 X 0.8 X 1.05 = 4.45 Cum.

W.W. 2 X 1.0 X 0.6 X 0.6 = 0.72 Cum.

T.W. 1 X 10.0 X 0.30 X 0.30 = 0.90 Cum.

Total 23.40 Cum.

D E 61-64



9

Apron 1 X 10.0 X 1.5 X 0.30 4.50 Cum.

Total 4.50 Cum.

10

H.W. 1 X 10.0 X 0.8 X 0.05 = 0.40 Cum.

H.W.Ext 1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.

1 X 3.0 X 0.6 X 0.05 = 0.09 Cum.

S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.

W.W. 2 X 1.0 X 0.6 X 0.05 = 0.06 Cum.

T.W. 1 X 10.0 X 0.30 X 0.05 = 0.15 Cum.

Apron 1 X 10.0 X 1.50 X 0.1 = 1.50 Cum.

Total 2.45 Cum.

11

H.W. 1 X 10.0 X 1.35 = 13.45 Sqm.

Total 13.45 Sqm.

1220 m.m thick plastering on new surface in

cement mortar (1:4)

Stone Kharanja in cement mortar 1:6 for

bed and floor including cpaction etc.

complete apron





etc. complete

Flush pointing in cement motar (1:3)

D E 61-64



H.W.1 X 10.0 X 0.9 = 9.00 Sqm.

H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.

H.W.Ext.1 X 3.0 X 1.5 = 4.50 Sqm.

S.S2 X 2.7 X 1.5 = 7.95 Sqm.

W.W.2 X 1.0 X 0.6 = 1.20 Sqm.

T.W. 2X

10.0X

0.3= 6.00 Sqm.

Total=

33.15Sqm.

E/W in excavation for embakement2 X 18 X 4.25 X 2

306.00 cum

13

10.0 X 10.00 X 0.23 23.00 Cum

Dry stone pitching of Hammer dressed

witch packing of voids of small stone

including all lifts in require profile (23 cm

depth)

D E 61-64



Name of Village

Name of Scheme IWMP

S.No.

1

0.00 Cum. 0.38 0

2

0 Sqm. 0.70 0

3

0 Cum. 0

4

0 Cum. 92.00 0

5

83.71 Cum. 0

50.23 Cum. 92.00 4620.9 92.00 4620.9024

25.11 Cum. 134.00 3365.22 134.00 3365.2224

8.37 Cum. 178.00 1490.07 178.00 1490.0736

6

58.60 Cum. 10.80 632.863 10.80 632.86272

7

14.26 Cum. 320.1 4565.75 1894.0 27015.069

8

39.55 Cum. 419.8 16603.3 1503.00 59444.402

9 23.40 Cum. 554.8 12980.7 1641.00 38394.477

Rate

Providing and laying of cement

concrete well mixed in cement

mortar 1:3:6 laying in position

complete excluding curing with I n Foundation Stone masonary

cement sand mortar(1:6) for



Benching of the base and

depositing the execavated

material for bund for bund canal Earth work excavation for bund in

hard dry or moist soil including

laying in layer of 15cm. Breaking Earth work excavation for

foundation in dry or moist soil

including ramming of bottom Execavation in Hard soil

Unit Lab.rate

In super structure Stone

L.Amount Amount

Disintigrated rock

Ordinary rock

Abstract of Cost of WHS

Cutting and clearing of ordinary

jungle includling bushes shrubs

and disposal as per instructrion of

Dag belling 5cm. To 7.5cm deep(

As per item no. page of W.D.&

Item Quatity

Abs72-73


masonary above 30 cm. Thick in

cement sand mortar(1:6)

Abs72-73


10

4.50 Cum. 419.8 1889.1 1503.0 6763.5

11

2.45 Cum. 247.1 605.148 2324.0 5691.476

12 Flush pointing in cement motar (1:3 13.45 Sqm. 39.8 535.454 48.00 645.77395

13

33.15 Sqm. 25.7 851.955 133.00 4408.95

14 306.00 Cum. 85 26010 85.00 26010

15

23.00 Cum. 174.8 590.00 13570

74150.4 Total 192052.71

TOTAL 192053

Contingency % 7682

Say total Cost 199735

200000.00

Stone Kharanja in cement mortar

1:6 for bed and floor including

cpaction etc. complete apronProviding and laying of cement



complete excluding curing with

20 m.m thick plastering on new

surface in cement mortar (1:4)

Dry stone pitching of Hammer

dressed witch packing of voids of

small stone including all lifts in

require profile (23 cm depth)

E/W forEmbakment

Abs72-73



Name of Village

Name of Scheme IWMP

S.No. ITEM Quantity Cement Sand Aggrigate Stone

Cum / Sqm Begs Cum Cum Cum

1 Cement Concrete (1:4:8) 14.26 45.64 6.42 12.84_

2 Plaster in C.C. (1:4) 33.15 5.62 0.80_ _

3 Massonary in Cement sand mortar 1:6 62.95 88.13 18.88 _ 62.95

4 Pointing in Cement 13.45 0.55 0.06 _ _

5 Stone Kharanja in cement mortar (1:6) 4.50 6.3 1.35 _ 4.5

6 Cement concrete coping(1:2:4) 2.45 14.30 1.00 2.01

7 Dry Stone Pitching 23.00 _ _ _ 23.00

TOTAL 160.55 28.51 14.85 90.45

Say Bags 161or 8.05 MT.

1 Cement 8.05 MT.

2 Sand 28.51 Cum.

3 Stones 90.45 Cum.

4 Aggregates 14.85 Cum.

Prepared By Recommonded By

Material Statement

Material 67



Name of Village Osian ,Nevra Road

Name of Scheme IWMP A

c

3 10.0 3

H.W.Ext.

H.W. 0.8

1.1

c

S.W.

0.6

B 2.7 B

APRON 1.5

0.8

T.W. 0.3

TYPICAL PLAN AND SECTION OF WHS

0.6

1.00

W.W

.

W.W

PLAN1

A

Preapared By Recommended By

A.En.

J.En.

PLAN

Drg 59-60


0.6

0.8

0.9

0.6

0.3

1.8

2

0.3

SECTION ON A-A'

0.6

1.5

B.L.

1

1.2

C-C' SECTION ON H.W.Ext.

B-B' SECTION OF S.W.

1.5

BED LEVEL

Drg 59-60

ANICUT_STAND4L Ashu Comp


Panchayat

District Jodhpur

Name of Scheme IWMP

Name of Village Osian, Nevra Road

Panchayat Samiti Osian

Name of project Nevra Road (Jodhpur XVI)

This project is taken in IWMP Scheme.The proposed anicut will not only reduce

velocity of the runoff but also prevent the gullies from furthure soil erosion at the

same time it will be very much fruitful in recharging of downstream wells as well as

it will increase the moisture content of the soil . So an it improve its productivity the

retain water behind the structure can also be used for irrigation , and driniking

water for anmimals . The cross section and L-section have been surveyed by

dumpy level and catchment area has been taken from G.T. sheet / Revenue map.

Basic Data of Project

=

1 Catch ment Area = 200 Ha.

2 Maxmium Rain fall intencity = 3 Cm./hr.

3 General nature of catchment Area

a. Agricultural land = 120 Ha.

b. Nonarable land Land = 80 Ha.

4 Height of crest above G.L. = 1.2 M.

5 Flood lift = 0.4 M.

6 Free board = 0.2 M.

7 Top width of Head wall = 0.8 M.

8 Bottom width of Head wall = 2.40 M.

9 Width of concrete Bed = 2.70 M.

TECHNICAL REPORT

TN 51-52


10 Length of crest = 16 M.

11 Percentage slope of land = 8.00

12 No. of well benifited = 12

13 No of farmer benifited =

a. S.C. = 25

b. S.T. = 0

c. Others = 45

Total = 70

TN 51-52


14 Area to be benifited =

a. S.C. =

b. S.T. = 25

c. Others = 0

Total = 125

15 =

a. a)Raito of concrete at bed =

( Cement : Sand :Aggregate)(1:4:8) =

b. b) Raito of Masonary fondation & Super structure =


c. c) Raito of plastering and flush pointing of 25 mm. =


d Raito of Kharanja in cement mortar =

16 Cost of Project = 400000.00

a. Labour component = 142463

b. Material component = 242191

c. Contingency = 15347

Rates are as per GKN 2011 Jodhpur wef 1.1.2011

The Estimate are here with submitted for technical approvel an necessary action

TN 51-52


Name of work

Catch ment Area 200 Ha.

Maxmium Rain fall intencity 3 Cm/hr

General nature of catchment Area

Agricultural land 120

Non arable land Land 80

Height of crest above G.L. 1.2

Length of crest 16

Percentage slope of land 8.00

No. of well benifited 12

No of farmer benifited 70

S.C. 25

S.T.

Others 45

Construction of WHS

TN 51-52


Total 70

Area to be benifited

S.C. 25

S.T. 0

Others 125

Total 150

GKN 2011 Jodhpur

TN 51-52


A

Name of work-:

I Available crest length 16 M

ii Total catchment Area 200 Ha. As per G.T.Sheet

iii Peak Runoff Rate

a) By Rational Method Use when catchment is <1300Ha.

Qp = 0.0276 CIA Q=Run off in m3/sec.

C= Coefficient of runoff 0.5

K = L3/2

/H1/2

I= Intensity of rain fall in cm/hr. 3

K = 3535.5 A= Catchment Area in Ha. 200

Tc = 0.0195K0.77

L=Maxmium length of travel by runoff water in m. 1000

Tc = 10.53 H= Difference in elevation between most remote 80

point and and outlet point in meter

Qp= 0.0276 0.50 X 3 X 200

Qp = 8.28

b) By weir formula

Q = 1.71Lh3/2

8.28 = 1.71 16 h3/2

h 0.45

Say h= 0.4

3 Free Board hw= Wave height in meter

Fb= 1.5hw Df= Fetch length in meter 120 Meter.

1.5X0.014(Df)1/2

Fb= 0.23

Desgin calculation of WHS

Construction of WHS

Desgin 53-54


Say Fb= 0.2

(B) STRUCTURAL DESGIN

1 Head wall

a) Height of Head wall H= 1.2

b) Top width( Tw) = h P= Sp.ht. Of masonary 2.3

(P-1)1/2

Tw= 0.35

Top width= 0.8

© Bottom width Bw Tw+0.8H

Bw= 1.76

So Bottom Width= 2.40 Meter

Desgin 53-54


2 Head wall extension

a) Length= H+h+1+Fb

1.2 + 0.4 + 1 + = 2.60 Meter

say Length of Right side wall = 5 Meter

say Length of left side wall = 8.0 Meter

b) Height of Head Extensionwall = H+h+Fb

1.2 + 0.4 + 0.2 = 1.8 Meter


d) Bottom Width= 0.5(H+h) = 0.5( 1.2 + 0.4 )= 0.80 Meter

3 Side wall

a) Length= 1.75H+0.75h+0.45 = 2.85

But as per site condition= 2.7 Meter

b) Height:

At H.W.End= H+h+Fb 1.2 + 0.4 + 0.2 = 1.8 Meter

At W.W.End= h+fb = 0.4 + 0.2 = 0.6 Meter

c) Top width= 0.6 Meter

d) Bottom width=

At H.W.End= 0.6+0.4(H+h) 1.2 Meter

At W.W.End= 0.6+0.4(1.5h) 0.8 Meter

But taken as= 1.0 Meter

4 Wing wall

a) Height h+Fb 0.4 + 0.2 = 0.6 Meter

b) Length= 2.25h 2.25 X 0.4 = 0.90 Meter Say 2.00 M


Bottom width of wing wall 0.6 Meter

5 Apron

a) Length= 16 Meter

b) Width= H+h+Fb 1.2 + 0.4 + 0.2 1.8 Meter

c) Thickness 0.6 Meter

6 Toe wall

a) Length= 16 Meter

b) Width= 0.3 Meter

Desgin 53-54


c) Height= 0.3 Meter

0 0

0 0

Desgin 53-54


C= Coefficient of runoff 0.5

I= Intensity of rain fall in cm/hr. 3

A= Catchment Area in Ha. 200

L=Maxmium length of travel by runoff water in m. 1000

H= Difference in elevation between most remote 80

point and and outlet point in meter

h= Head over the crest in mtr. 0.45 0.4

Df= Fetch length in meter 120

Fb =Free board 0.23 0.2

Top width Tw= 0.80 0.8

Height of cerst 1.2 1.2

Bottom Width of Head wall Bw 1.76 2.40

Lenth of Head wall extension Left= 2.60 5

Lenth of Head wall extension Right= 8.0

Length of side wall= 2.85 2.65

Bottom Width of Side wall 1.24 1

0.8

Length of wing wall 0.90 2

Desgin 53-54


Desgin 53-54


FREE BODY DIAGRAM

a= 0.8

b= 2.40

H= 1.2

h= 0.4

a

H

b

b/3 2b/3

cw(H+H)

W(H+h)

X

W1

W2

U

fa

H/3

fb

H/3

FBD 55-56


Specific Wt. Of masonary P= 2.3 T/m3

Specific Wt. of water w= 1 T/m3

Cofficient of uplift pressure c= 0.6

cofficient of friction atbed surface and creep length = 0.75

Weight of Dam-:

Weight of Dam-:

W1= aHP

W1= T 2.208 T

b-a 2.208 T

2HP=W2=

FBD 55-56


W= W1+W2= 2.208 + 2.208 = 4.416 T

Water pressure

At Depth h= P1 = wh = 1 X 0.4 = 0.4 T/m2

At Depth H+h= P2 = w(H+h) =

1( 1.20 + 0.4 ) = 1.6 T/m2

Force aching due to water pressure I.e. Net horizontal

Water force P1+ P2

2 = 1.2 T/m2

Horizontal water pressure at depth h =Fa= wHh= = 0.48 T

At depth H+h = Fb= P2-P1 = 0.72 T

2

Force due to water column at crest F3 = wha= = 0.32 T

Up lift pressure U = 1/2 cwb (H+h) = 1.152 T

0 0

0 0

H

H=P=

FBD 55-56


1 Safety against over turning

Over turning moment Mo = H H 2

2 3 3

1.2 1.2 2

2 3 3

Mo= 2.419

Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)

Mr=

Mr= 4.416 + 2.355 + 0.640 = 7.41

Mr 7.411

Mo 2.419

Structure is safe against over turning

2 Safety against Rupture from tension

Net Vertical Pressure V = W1+W2+F3-U

2.208 + 2.208 + 0.32 - 1.152 = 3.584

Position of resultant where it cut the base

Excess moment(Mr-Mo) 7.411 - 2.419

3.584

TRUE

STABILITY CHECKS

1.39X=

Net vertical force

= =

Factor of safety = 3.063

u

+ 1.15

>1.5 Hence

2.400.48 0.720+

bFa + Fb +

SC 57-58


3 Safety against crusing

Eccentricity e = b/2-X

-0.19

Crusting stress at the toe of theHead wall

Pc= V (1+_6e/b)

b

Pc= 0.773333

Pc<<20 Hence it is safe

SC 57-58


4 Safety against sliding

Net vertical Force V= 3.584 T

Restorin force = uV = 0.70 X 3.584 (u=0.65 to 0.75)

2.5088 T

Sliding force Net horizontal force= Fa+Fb

0.48 + 0.72 = 1.2 T

Factor of safety = Restoring force 2.509

Sliding force 1.2

Hence it is safe

0 0

0 0

=

= 2.091 >1.3 Hence

SC 57-58



Name of Village Height of crest= 1.2

Name of Scheme IWMP Thickness of C.C. in (1:4:8) 0.3 M.


General features of anicut-: Depth of foundation for H.W. = 2.0 M

Height of crest= 1.2 M.


Depth of foundation for H.W. = 2.0 M. Length of wing wall= 2.0 M. Bottom width of H.W. = 2.4 M

Bottom width of H.W. = 2.4 M. Height of Wing wall= 0.6 M. Top of H.W = 0.8 M

Top of H.W = 0.8 M. Bopttom width of Wing wall= 0.6 M. Length of H.W.Ext = 5.0 M

Length of H.W.Ext = 5.0 M. Depth of foundation for Wing wall = 0.9 M. Height of H.W.Ext. at H.W. = 1.8 M

Height of H.W.Ext. at H.W. = 1.8 M. Height of Toewall= 0.30 M. Top Width of H.W.Ext.= 0.6 M

Top Width of H.W.Ext.= 0.6 M. Top & Bopttom width of Toe wall= 0.30 M. Bottom width for H.W.Ext. 0.8 M

Bottom width for H.W.Ext. 0.8 M. Depth of foundation for Toe wall = 0.9 M. Depth of foundation for H.W.Ext.= 1.2 M

Depth of foundation for H.W.Ext.= 1.2 M. Thickness of Apron= 0.6 M. Length of side wall= 2.7 M

Length of side wall= 2.7 M. Width of Apron = 1.8 M. Bottom Width of S.W. 1.0 M

Bottom Width of S.W. 1.00 M. Berm for H.W Ext. 2.0 M. Height of side wall at W.W.End= 0.6 M

Height of side wall at W.W.End= 0.60 M. Depth of foundation for side wall = 1.2 M

Depth of foundation for side wall 1.2 M. Length of wing wall= 2.0 M

S.No. No L B H Height of Wing wall= 0.6 M

1 Bopttom width of Wing wall= 0.6 M

Depth of foundation for Wing wall = 0.9 M

Height of Toewall= 0.30 M

Top & Bopttom width of Toe wall= 0.3 M

TotalDepth of foundation for Toe wall = 0.9 M

2Thickness of Apron= 0.6 M

DETAILED ESTIMATE OF WHS

Quantity

Dag belling 5cm. To 7.5cm deep( As per

item no. page of W.D.& S.C. BSR of

Jodhpur circle

Cutting and clearing of ordinary jungle

includling bushes shrubs and disposal as

NAME OF WATERSHED: JELU-GAGADI (JODHPUR XIV)

Item

D E 61-64


S.No. No L B H Height of Wing wall= 0.6 MQuantityItem

Width of Apron = 1.8 M

0 X 0.0 = 0 Sqm.Embackment L 21 m

per instructrion of engineer incharge

D E 61-64



3BW 8 TW 2 5 m

H 2.15 m

Total Cum.

4

TotalCum

5

H.W. 1 X 16 X 2.7 X 2.0 = 86.40Cum.

H.W.Ext

Left1 X 5.0 X 0.8 X 3.2 = 12.80

Cum.

H.W.Ext

Right1 X 8.0 X 0.8 X 1.2 = 7.68

Cum.

S.W. 2 X 2.7 X 1.20 X 3.2 = 20.35Cum.

W.W. 2 X 2.0 X 0.6 X 0.90 = 2.16Cum.

Apron 1 X 16 X 1.8 X 0.60 = 17.28Cum.

T.W. 1 X 16 X 0.30 X 0.9 = 4.32Cum.

Earth work excavation for foundation in

dry or moist soil including ramming of

bottom scrapping of sides dipodal of soil

intial lift up to 1.5 m and lead up to 30M.

Earth work excavation for bund in hard

dry or moist soil including laying in layer

of 15cm. Breaking of clods dressing to

require profile with manual compaction

including intial lift up to 1.5 m and lead

up to 30M.

Benching of the base and depositing the

execavated material for bund for bund

canal dressing etc. all components

D E 61-64



Total 150.99Cum.

1 30%45.30

Cum.

2 40%45.30

Cum.

3 30%60.40

Cum.

70% of total soil105.69 Cum




Execavation in ordinary murram

Execavation in compacted murram

D E 61-64



6

H.W. 1 X 16.0 X 2.7 X 0.3 = 12.96 Cum.

H.W.Ext 1 X 5 X 0.8 X 0.3 = 1.20 Cum.

1 X 8 X 0.8 X 0.3 = 1.92 Cum.

S.W. 2 X 2.65 X 0.80 X 0.3 = 1.27 Cum.

W.W. 2 X 2 X 0.6 X 0.3 = 0.72 Cum.

Apron 1 X 16.0 X 1.8 X 0.3 = 8.64 Cum.

T.W. 1 X 16.0 X 0.30 X 0.3 = 1.44 Cum.

Total 28.15 Cum.

7

H.W. 1 X 16.0 X 2.4 X 1.7 = 65.28 Cum.

H.W.Ext 1 X 5.0 X 0.8 X 0.9 = 3.60 Cum.

H.W.Ext 1 X 8.0 X 0.8 X 0.9 = 5.76 Cum.

S.W. 2 X 2.7 X 0.80 X 0.9 = 3.82 Cum.

W.W. 4 X 2.0 X 0.6 X 0.6 = 2.88 Cum.

T.W. 1 X 16.0 X 0.15 X 0.6 = 1.44 Cum.

Total 82.78 Cum.

8

I n Foundation Stone masonary cement

sand mortar(1:6) for above 30 cm. Thick

wall





etc. complete

using

In super structure Stone masonary above

30 cm. Thick in cement sand mortar(1:6)

D E 61-64



H.W. 1 X 16.0 X 1.6 X 1.2 = 30.72 Cum.

H.W.Ext 1 X 5.0 X 0.7 X 1.8 = 6.30 Cum.

H.W.Ext 1 X 8.0 X 0.7 X 1.8 = 10.08 Cum.

S.W. 2 X 2.7 X 0.8 X 1.20 = 5.09 Cum.

W.W. 2 X 2.0 X 0.6 X 0.6 = 1.44 Cum.

T.W. 1 X 16.0 X 0.30 X 0.30 = 1.44 Cum.

Total 55.07 Cum.

D E 61-64



9

Apron 1 X 16.0 X 1.8 X 0.30 8.64 Cum.

Total 8.64 Cum.

10

H.W. 1 X 16.0 X 0.8 X 0.05 = 0.64 Cum.

H.W.Ext 1 X 5.0 X 0.6 X 0.05 = 0.15 Cum.

1 X 8.0 X 0.6 X 0.05 = 0.24 Cum.

S.W. 2 X 2.7 X 0.6 X 0.05 = 0.16 Cum.

W.W. 2 X 2.0 X 0.6 X 0.05 = 0.12 Cum.

T.W. 1 X 16.0 X 0.30 X 0.05 = 0.24 Cum.

Apron 1 X 16.0 X 1.80 X 0.1 = 2.88 Cum.

Total 4.43 Cum.

11

H.W. 1 X 16.0 X 2 = 32.00 Sqm.

Total 32.00 Sqm.

12

H.W.1 X 16.0 X 1.2 = 19.20 Sqm.





etc. complete

20 m.m thick plastering on new surface in

cement mortar (1:4)

Stone Kharanja in cement mortar 1:6 for

bed and floor including cpaction etc.

complete apron

Flush pointing in cement motar (1:3)

D E 61-64



H.W.Ext.1 X 5.0 X 1.8 = 9.00 Sqm.

H.W.Ext.1 X 8.0 X 1.8 = 14.40 Sqm.

S.S2 X 2.7 X 1.8 = 9.54 Sqm.

W.W.2 X 2.0 X 0.6 = 2.40 Sqm.

T.W. 2X

16.0X

0.3= 9.60 Sqm.

Total=

64.14Sqm.

E/W in excavation for embakement2 X 21 X 5 X 2.15

451.50 cum

13

16.0 X 10.00 X 0.23 36.80 Cum

Dry stone pitching of Hammer dressed

witch packing of voids of small stone

including all lifts in require profile (23 cm

depth)

D E 61-64




Name of Scheme IWMP

Name of project Nevra Road (Jodhpur XVI)

S.No.

1

0.00 Cum. 0.38 0

2

0 Sqm. 0.70 0

3

0 Cum. 0

4

0 Cum. 92.00 0

5

150.99 Cum. 0

45.30 Cum. 92.00 4167.38 92.00 4167.3792

45.30 Cum. 134.00 6069.88 134.00 6069.8784

60.40 Cum. 178.00 10750.6 178.00 10750.63

6

105.69 Cum. 10.80 1141.5 10.80 1141.4995

7

28.15 Cum. 320.1 9011.46 1894.0 53319.888

8

82.78 Cum. 419.8 34749.4 1503.00 124412.33

9 55.07 Cum. 554.8 30551.7 1641.00 90366.588



Benching of the base and

depositing the execavated

material for bund for bund canal Earth work excavation for bund in

hard dry or moist soil including

laying in layer of 15cm. Breaking Earth work excavation for

foundation in dry or moist soil

including ramming of bottom


Disintigrated rock

Ordinary rock

In super structure Stone

masonary above 30 cm. Thick in

cement sand mortar(1:6)




complete excluding curing with I n Foundation Stone masonary

cement sand mortar(1:6) for

Abstract of Cost of Anicut

Cutting and clearing of ordinary

jungle includling bushes shrubs

and disposal as per instructrion of

Dag belling 5cm. To 7.5cm deep(

As per item no. page of W.D.&

Item Quatity Unit Lab.rate L.Amount Rate Amount

Abs72-73


10

8.64 Cum. 419.8 3627.07 1503.0 12985.92

11

4.43 Cum. 247.1 1094.41 2324.0 10292.996

12 Flush pointing in cement motar (1:3 32.00 Sqm. 39.8 1273.6 48.00 1536

13

64.14 Sqm. 25.7 1648.4 133.00 8530.62

14 451.50 Cum. 85 38377.5 85.00 38377.5

15

36.80 Cum. 174.8 590.00 21712

142463 Total 383663.23

TOTAL 383663

Contingency % 15347

Say total Cost 399010

400000.00


J.En. A.En.




complete excluding curing with

20 m.m thick plastering on new

surface in cement mortar (1:4)

Dry stone pitching of Hammer

dressed witch packing of voids of

small stone including all lifts in

require profile (23 cm depth)

E/W forEmbakment

Stone Kharanja in cement mortar

1:6 for bed and floor including

cpaction etc. complete apron

Abs72-73




Name of Scheme IWMP

S.No. ITEM Quantity Cement Sand Aggrigate Stone

Cum / Sqm Begs Cum Cum Cum

1 Cement Concrete (1:4:8) 28.15 90.09 12.67 25.34_

2 Plaster in C.C. (1:4) 64.14 10.88 1.54_ _

3 Massonary in Cement sand mortar 1:6 137.84 192.98 41.35 _ 137.84

4 Pointing in Cement 32.00 1.32 0.13 _ _

5 Stone Kharanja in cement mortar (1:6) 8.64 12.096 2.592 _ 8.64

6 Cement concrete coping(1:2:4) 4.43 25.87 1.82 3.63

7 Dry Stone Pitching 36.80 _ _ _ 36.80

TOTAL 333.23 60.10 28.97 183.28

Say Bags 334or 16.70 MT.

1 Cement 16.7 MT.

2 Sand 60.10 Cum.

3 Stones 183.28 Cum.

4 Aggregates 28.97 Cum.


J.En. A.En.

Material Statement

Material 67




Name of Scheme IWMP A

c

5 16.0 5

H.W.Ext.

H.W. 0.8

1.2

c

S.W.

0.6

B 2.7 B

APRON 1.8

0.8

T.W. 0.3

TYPICAL PLAN AND SECTION OF ANICUT

0.6

1.60

W.W

.

W.W

PLAN2

A

0 0

0

0

PLAN

Drg 59-60


0.6

0.8

1.2

0.6

0.3

2.4

2

0.3

SECTION ON A-A'

0.6

1.8

B.L.

1

1.2

C-C' SECTION ON H.W.Ext.

B-B' SECTION OF S.W.

1.8

BED LEVEL

Drg 59-60


Drg 59-60

Farm

pon

d co

nstru

ction

:-H

arla

ya

Am

ou

nt :

43

78

0.1

89

Dia

BH

1C

om

ple

te O

/O1

12.5

01

2.5

2H

all I/I

110

12

5E

/W1

12

2.6

95

31

10.5

3lk/kkj.k@eqyk;e feêh esa

3.2

004

6C

on

cre

te1

12

2.6

95

31

0.5

4l[r] fpd

uh] dadj feêh esa

7M

aso

na

ry1

36

.12

15

1.2

51

1.7

53

.5fo?kfVr pêku

0

8G

.L to

P.L

12

9A

sla

tA

round

211

10.5

12

Do

or

11

.51.5

1

13

Ve

ntila

ter

-20

11

16

Flo

orin

g in

sid

eC

em

ent

17

8.5

25

11

17

Flo

orin

g o

n to

pC

em

ent

11

22.6

95

11

De

du

ctio

n1

1.5

1.5

1

DE

TA

ILS

OF

WO

RK

AN

D A

BS

TR

AC

T O

F C

OS

T

LB

WQ

ty.

Qyy.m

ks

Lab

.rateto

tal ratelab

amt

total am

t.

10

.78

51

31

31

1.5

15

25

.64

8

000

15

25

.64

84

3.1

75

82

4cu

m.

68

.00

68

.00

29

35

.95

62

93

5.9

56

Extra L

ift

First lift

10

.78

51

31

35

66

3.3

25

18

.77

20

98

cu

m.

8.0

08

.00

15

0.1

76

78

15

0.1

76

78

Seco

nd lift

20

.78

51

31

31

.51

98

.99

75

5.6

31

62

93

cu

m.

16

.00

16

.00

90

.10

60

68

90

.10

60

68

20

.78

51

31

30

.56

6.3

32

5lh

e0000

66

.33

25

1.8

7cu

m.

24

5.0

01

51

0.0

04

58

.15

28

23

.70

33

.14

11

.25

1.2

51

1.7

55

18

.83

59

lhe

00

51

8.8

35

91

4.6

8cu

m.

37

0.8

01

45

3.0

05

44

3.3

44

21

33

0.0

4

4lh

e

21

01

0.5

10

10

0.2

80

cu

m.

94

4.0

03

52

0.0

02

64

.32

98

5.6

0

50

.78

51

2.5

12

.51

12

2.6

56

3lh

e0

gate

-11

.51

.51

-2.2

5

12

0.4

06

31

1.1

8sq

m.

21

5.0

06

05

.00

24

03

.76

76

3.9

0

60

.78

51

2.5

12

.51

12

2.6

56

3lh

e-1

1.5

1.5

1-2

.25

12

0.4

06

31

1.1

8sq

m.

71

.80

17

8.0

08

02

.72

41

99

0.0

4

70

.78

51

01

01

78

.5

0

78

.57

.29

sq

m.

71

.80

17

8.0

05

23

.42

21

29

7.6

2

83

.14

10

11

23

76

.8

0

37

6.8

35

sq

m.

61

.30

11

1.0

02

14

5.5

38

85

.00

93

.14

12

.51

27

8.5

0

78

.57

.29

sq

m.

36

.30

45

.00

26

4.6

27

32

8.0

5

10

08

8.0

08

8.0

00

0.0

0

10

11

.51

.51

2.2

5P

/F iro

n g

ate

S.N

oD

eta

ils o

f wo

rkN

o.

Flu

shp

oin

ting

in1

:3cem

ent

mortar

S.n

o.

;j

no

Jod

hp

ersto

ne

patti

roofin

gin

1:4

cemen

t mortar

Me

asu

rem

en

ts

Lin

tel in cem

ent m

ortar

25

mm

cemen

tp

lasterin

1:6

cemen

t mortar

P/L

cemen

t con

crete in 1

:2:4

50

mm

thick

on

rooffin

g

Earth

work

inex

cavatio

nin

fou

nd

atinlift

1.5

man

dlead

up

to 5

0m

P/L

cemen

t con

crete in 1

:4:8

RR

SM

in fo

un

datio

n in

1:6

cemen

t mortar

C.R

. facingin

II sort

2.2

50

.2sq

m.

68

.00

85

0.0

01

3.6

50

0.0

0

007

MD

10

01

00

70

07

00

.00

00

0

16

19

5.6

26

43

78

0.1

89

Ra

te

Skille

d la

bo

225

Unskille

d l a

100

Je

A1

61

95

.62

6

Wa

ter

lkexzh B

27

58

4.5

63

dqyC

43

78

0.1

89

0

dqy ;k

sx

(C+

D)

43

78

0.1

89

dz-la

- d

qy lk

exzh v

ko';d

rknj

jkf'k

1js

r@ctjh

?k-e

h-

34

02

78

5.0

11

4

2fx

êh iR

Fkj d

h 4

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

35

05

89

.05

3fx

êh iR

Fkj d

h 2

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

50

04

43

.52

5

4iR

Fkj

?k-e

h-

50

07

34

0

5lh

esU

Vfd

-xzk-

21

08

58

6.5

06

0.8

17

76

25

6iR

Fkj d

s fljn

y 1

5 ls

-eh- e

ksV

kbZ

rd?k-e

h-

23

00

64

4

7iR

Fkj d

h ifê

;ka

o-e

h-

28

53

82

3.5

6

8Q

sD

Vªh

esa c

us n

jokts

o-e

h-

85

0.0

01

70

24

38

1.6

52

vU;

0

24

38

1.6

52

dz-la

- d

qy lk

exzh v

ko';d

rknj

jkf'k

1js

r@ctjh

?k-e

h-

34

02

27

.54

84

2fx

êh iR

Fkj d

h 4

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

35

01

95

.65

3fx

êh iR

Fkj d

h 2

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

50

00

4iR

Fkj

?k-e

h-

50

00

5lh

esU

Vfd

-xzk-

21

01

23

7.5

74

50

.11

78

64

2

6iR

Fkj d

s fljn

y 1

5 ls

-eh- e

ksV

kbZ

rd?k-e

h-

23

00

0

7iR

Fkj d

h ifê

;ka

o-e

h-

28

50

8Q

sD

Vªh

esa c

us n

jokts

o-e

h-

85

0.0

02

36

72

59

.7

23

68

92

0.5

vU;

0

23

68

92

0.5

27

85

.01

1

0.6

7

bZ

dkbZ

ek=

k

13

.42

dqy ;

ksx

0.0

0

Am

ou

nt

25.1

75663

0

Qu

an

tity

#R

EF

!

0.8

9

jkf'k

#R

EF

!

#R

EF

!

#R

EF

!

0.2

8

14

.68

bZ

dkbZ

ek=

k

8.1

9

1.6

8

0.0

0

40

.9

Ad

d 3

% fo

r co

nti. D

=(C

*0.0

3)

0.2

00

0.5

6

0.0

0

0.0

0

5.9

dqy ;

ksx

21.1

95

M.R

ate

Actu

al M

.T

&P

dkjh

xj

etn

wj

kuh¼

jk'k

h½

00

.60

.00

5

0#

RE

F!

14.6

7978

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjh

xj

etn

wj

kuh¼

jk'k

h½

16

00

.45

0.9

0.1

1.6

30

.01

47

299.2

00

0.8

42

1.6

83

1265.0

01140

0.1

93.0

541.5

0839

esU

V fd

-xctjh

?k-e

hiR

Fkj

dkjh

xj

etn

wj

kuh¼

jk'k

h½

70

0.3

10

.71

1.4

0.0

14

5

1027.6

04

.40

14.6

81082.2

0896

10.4

22

0.5

5309.2

856

esU

V fd

-xctjh

?k-e

hRF

kjd

s fljn

y

dkjh

xj

etn

wj

kuh¼

jk'k

h½

0.2

82576.0

0

esU

V fd

-xctjh

?k-e

hF

kj d

h ifê

;ka

dkjh

xj

etn

wj

kuh¼

jk'k

h½

3.4

20

.09

1.2

0.5

5#

RE

F!

0.0

05

38.2

356

1.0

062

13.4

16

390.0

03

86.9

64

6.1

5#R

EF

!3

3.8

195

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjhxj

etnwj ikuh¼jk'kh½

25

.67

0.0

57

0.0

50

.19

0.4

10

.01

286.9

906

0.6

3726

0.5

59

106.2

0152.1

94

2.1

242

4.5

838

19.9

004

lhesUV fd-xzk

ctjh ?k-eh-fxêh iRFkj d

hdkjhxj

etnwj ikuh¼jk'kh½

15.6

0.0

22

0.0

45

0.1

50.2

30.0

145

113.7

24

0.1

6038

0.3

2805

106

.20

95.5

1.0

91

.68

18.8

15

49

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

7.6

70

.03

20

.13

0.2

0.0

15

268.4

51.1

249.7

04

3.0

94

4.5

57

.00

58.2

75

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

1.4

0.0

03

0.0

80

.11

0.0

15

10.2

06

0.0

2187

8.7

06

.90

.58

0.8

04

.92

07

5

dkjhxj

etnwj ikuh¼jk'kh½

dkjh

xj @

etn

wj v

ko';d

rk

njokts]0

.30

.30

#R

EF

!7

82

.00

#R

EF

!0

.10

.10

6366

#R

EF

!2

5.1

7#R

EF

!5

01.2

0

To

tal

4530.5

46

#R

EF

!501.2

0

C.C

. 1:2

:4

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Thic

k

C.C

. 1:4

:8

DR

AW

ING

OF

TA

NK

A

1.5

x1.5

Gro

und L

eve

l

0.5

10.0

0

11.7

5

12.5

10.5

0

12

.50

Farm

pon

d co

nstru

ction

:-H

arla

ya

Am

ou

nt :

92

41

9.5

63

Dia

BH

1C

om

ple

te O

/O1

12.5

01

2.5

2H

all I/I

110

12

5E

/W1

12

2.6

95

31

10.5


3.2

004

6C

on

cre

te1

12

2.6

95

31

0.5

4l[r] fpd

uh] dadj feêh esa

7M

aso

na

ry1

36

.12

15

1.2

51

1.7

53

.5fo?kfVr pêku

0

8G

.L to

P.L

12

9A

sla

tA

round

211

10.5

12

Do

or

11

.51.5

1

13

Ve

ntila

ter

-20

11

16

Flo

orin

g in

sid

eC

em

ent

17

8.5

25

11

17

Flo

orin

g o

n to

pC

em

ent

11

22.6

95

11

De

du

ctio

n1

1.5

1.5

1

B/W

DE

TA

ILS

OF

WO

RK

AN

D A

BS

TR

AC

T O

F C

OS

T

LB

WQ

ty.

Qyy.m

ks

Lab

.rateto

tal ratelab

amt

total am

t.

10

.78

51

31

31

1.5

15

25

.64

8

0.7

85

20

.52

26

4.3

7

00

15

90

.01

84

4.9

97

49

5cu

m.

68

.00

68

.00

30

59

.82

97

30

59

.82

97

Extra L

ift

First lift

10

.78

51

31

35

66

3.3

25

18

.77

20

98

cu

m.

8.0

08

.00

15

0.1

76

78

15

0.1

76

78

Seco

nd lift

20

.78

51

31

31

.51

98

.99

75

5.6

31

62

93

cu

m.

16

.00

16

.00

90

.10

60

68

90

.10

60

68

20

.78

51

31

30

.56

6.3

32

5lh

e0000

66

.33

25

1.8

7cu

m.

24

5.0

01

51

0.0

04

58

.15

28

23

.70

33

.14

25

.25

12

.75

0.2

52

52

.72

09

7.1

5cu

m.

24

5.0

01

26

3.0

01

75

1.7

59

03

0.4

5

33

.14

11

.25

1.2

51

1.7

55

18

.83

59

lhe

3.1

42

0.5

22

25

7.4

8

3.1

42

0.5

1.5

2.5

24

1.3

87

5

0

10

17

.70

32

8.8

1cu

m.

37

0.8

01

45

3.0

01

06

82

.74

84

18

60

.93

4lh

e

21

01

0.5

10

10

0.2

80

cu

m.

94

4.0

03

52

0.0

02

64

.32

98

5.6

0

50

.78

51

2.5

12

.51

12

2.6

56

3lh

e0

gate

-11

.51

.51

-2.2

5

12

0.4

06

31

1.1

8sq

m.

21

5.0

06

05

.00

24

03

.76

76

3.9

0

60

.78

51

2.5

12

.51

12

2.6

56

3lh

e-1

1.5

1.5

1-2

.25

12

0.4

06

31

1.1

8sq

m.

71

.80

17

8.0

08

02

.72

41

99

0.0

4

70

.78

51

01

01

78

.5

3.1

42

0.5

11

.59

6.5

55

3.1

42

5.2

51

12

.75

10

10

.88

4

11

85

.93

91

10

.17

sq

m.

71

.80

17

8.0

07

91

0.2

06

19

61

0.2

6

83

.14

10

11

23

76

.8

0

37

6.8

35

sq

m.

61

.30

11

1.0

02

14

5.5

38

85

.00

Earth

work

inex

cavatio

nin

fou

nd

atinlift

1.5

man

dlead

up

to 5

0m

P/L

cemen

t con

crete in 1

:4:8

RR

SM

in fo

un

datio

n in

1:6

cemen

t mortar

P/L

cemen

t con

crete in 1

:6:1

2

un

der flo

or o

f catchm

ent

no

Me

asu

rem

en

ts

Lin

tel in cem

ent m

ortar

P/L

cemen

t con

crete in 1

:2:4

50

mm

thick

on

rooffin

g

Jod

hp

ersto

ne

patti

roofin

gin

1:4

cemen

t mortar

S.N

oD

eta

ils o

f wo

rkN

o.

S.n

o.

;j

25

mm

cemen

tp

lasterin

1:6

cemen

t mortar

93

.14

12

.51

27

8.5

3.1

42

21

2.5

17

2.7

78

.57

.29

sq

m.

36

.30

45

.00

26

4.6

27

32

8.0

5

10

7.2

98

8.0

08

8.0

06

41

.52

64

1.5

2

10

11

.51

.51

2.2

5

2.2

50

.2sq

m.

68

.00

85

0.0

01

3.6

50

0.0

0

007

MD

10

01

00

70

07

00

.00

00

0

31

33

8.9

58

92

41

9.5

63

Ra

te

Skille

d la

bo

325

Unskille

d l a

100

Je

A3

13

38

.95

8

Wa

ter

lkexzh B

61

08

0.6

05

dqyC

92

41

9.5

63

0

dqy ;k

sx

(C+

D)

92

41

9.5

63

dz-la

- d

qy lk

exzh v

ko';d

rknj

jkf'k

1js

r@ctjh

?k-e

h-

34

04

99

5.8

13

8

2fx

êh iR

Fkj d

h 4

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

35

05

89

.05

3fx

êh iR

Fkj d

h 2

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

50

02

75

8.3

25

4iR

Fkj

?k-e

h-

50

01

44

05

5lh

esU

Vfd

-xzk-

21

01

94

81

.42

41

.85

53

73

7

6iR

Fkj d

s fljn

y 1

5 ls

-eh- e

ksV

kbZ

rd?k-e

h-

23

00

64

4

7iR

Fkj d

h ifê

;ka

o-e

h-

28

53

82

3.5

6

8Q

sD

Vªh

esa c

us n

jokts

o-e

h-

85

0.0

01

70

46

86

7.1

72

vU;

0

46

86

7.1

72

dz-la

- d

qy lk

exzh v

ko';d

rknj

jkf'k

1js

r@ctjh

?k-e

h-

34

02

27

.54

84

2fx

êh iR

Fkj d

h 4

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

35

01

95

.65

3fx

êh iR

Fkj d

h 2

0 fe

-eh- u

keh; e

ki d

h?k-e

h-

50

00

4iR

Fkj

?k-e

h-

50

00

5lh

esU

Vfd

-xzk-

21

01

23

7.5

74

50

.11

78

64

2

6iR

Fkj d

s fljn

y 1

5 ls

-eh- e

ksV

kbZ

rd?k-e

h-

23

00

0

7iR

Fkj d

h ifê

;ka

o-e

h-

28

50

8Q

sD

Vªh

esa c

us n

jokts

o-e

h-

85

0.0

04

24

64

41

.7

42

48

10

2.5

vU;

0

42

48

10

2.5

0.0

0

49

95

.81

4

0.0

0

0.0

0

5.9

dqy ;

ksx

0.0

0

Ad

d 3

% fo

r co

nti. D

=(C

*0.0

3)

bZ

dkbZ

ek=

k

14

.69

bZ

dkbZ

ek=

k

jkf'k

#R

EF

!

#R

EF

!

#R

EF

!

0

Flu

shp

oin

ting

in1

:3cem

ent

mortarC

.R. facin

gin

II sort

Qu

an

tity

#R

EF

!

0.2

8

Am

ou

nt

50.6

3

P/F

iron

gate

16456

28

.81

13

.42

dqy ;

ksx

0.5

6

92

.8

0.6

7

1.6

8

5.5

2

0.2

00

21.1

95

M.R

ate

Actu

al M

.T

&P

dkjh

xj

etn

wj

kuh¼

jk'k

h½

00

.60

.00

5

01

5.2

9915

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjh

xj

etn

wj

kuh¼

jk'k

h½

16

00

.45

0.9

0.1

1.6

30

.01

47

299.2

00

0.8

42

1.6

83

1265.0

01140

0.1

93.0

541.5

0839

esU

V fd

-xctjh

?k-e

hiR

Fkj

dkjh

xj

etn

wj

kuh¼

jk'k

h½

70

0.3

10

.71

1.4

0.0

14

5

2016.7

08

.64

28.8

11082.2

0896

20.4

64

0.3

3606.9

835

esU

V fd

-xctjh

?k-e

hRF

kjd

s fljn

y

dkjh

xj

etn

wj

kuh¼

jk'k

h½

0.2

82576.0

0

esU

V fd

-xctjh

?k-e

hF

kj d

h ifê

;ka

dkjh

xj

etn

wj

kuh¼

jk'k

h½

3.4

20

.09

1.2

0.5

5#

RE

F!

0.0

05

38.2

356

1.0

062

13.4

16

390.0

03

86.9

64

6.1

5#R

EF

!3

3.8

195

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjhxj

etnwj ikuh¼jk'kh½

25

.67

0.0

57

0.0

50

.19

0.4

10

.01

286.9

906

0.6

3726

0.5

59

106.2

0152.1

94

2.1

242

4.5

838

19.9

004

lhesUV fd-xzk


hdkjhxj

etnwj ikuh¼jk'kh½

15.6

0.0

22

0.0

45

0.1

50.2

30.0

145

1718.6

52

2.4

2374

4.9

5765

106.2

095.5

16.5

32

5.3

4284.3

488

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

7.6

70

.03

20

.13

0.2

0.0

15

268.4

51.1

249.7

04

3.0

94

4.5

57

.00

58.2

75

dkjh

xj @

etn

wj v

ko';d

rk

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

1.4

0.0

03

0.0

80

.11

0.0

15

10.2

06

0.0

2187

8.7

06

.90

.58

0.8

04

.92

07

5

dkjhxj

etnwj ikuh¼jk'kh½

njokts]0

.30

.30

07

82

.00

00

.10

.10

6366

2720.6

52

50.6

3#

RE

F!

1065.0

6

To

tal

9114.1

2#R

EF

!1

065.0

6

C.C

. 1:2

:4

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Th

ick

C.C

. 1:4

:8

DR

AW

ING

OF

TA

NK

A

1.5

x1.5

Gro

und L

eve

l

10.5

0

12

.50

10.0

0

11.7

5

12.5

Farm

pon

d co

nstru

ction

:-

Am

ou

nt :

72

79

0.4

86

Dia

BH

1C

om

ple

te O

/O1

12.5

013

2H

all I/I

110

12.5

5E

/W1

12

2.6

95

31

11


3.3

528

6C

on

cre

te1

12

2.6

95

31

0.5

4l[r] fpd

uh] dadj feêh esa

7M

aso

na

ry1

36

.12

15

1.2

512

4fo?kfVr pêku

0

8G

.L to

P.L

12

9A

sla

tA

round

211

10.5

12

Do

or

11

.51.5

1

13

Ve

ntila

ter

-20

11

16

Flo

orin

g in

sid

eC

em

ent

17

8.5

25

11

17

Flo

orin

g o

n to

pC

em

ent

11

22.6

95

11

De

du

ctio

n1

1.5

1.5

1

B/W

DE

TA

ILS

OF

WO

RK

AN

D A

BS

TR

AC

T O

F C

OS

T

LB

WQ

ty.

Qyy.m

ks

Lab

.rateto

tal ratelab

amt

total am

t.

10

.78

51

31

31

21

59

1.9

8

0.7

85

20

.52

26

4.3

7

00

16

56

.35

46

.87

47

05

cu

m.

68

.00

68

.00

31

87

.47

99

31

87

.47

99

Extra L

ift

First lift

10

.78

51

31

35

66

3.3

25

18

.77

20

98

cu

m.

8.0

08

.00

15

0.1

76

78

15

0.1

76

78

Seco

nd lift

20

.78

51

31

32

26

5.3

37

.50

88

39

cu

m.

16

.00

16

.00

12

0.1

41

42

12

0.1

41

42

20

.78

51

31

30

.56

6.3

32

5lh

e0000

66

.33

25

1.8

7cu

m.

24

5.0

01

51

0.0

04

58

.15

28

23

.70

30

0cu

m.

24

5.0

01

26

3.0

00

0.0

0

33

.14

11

.25

1.2

51

25

29

.87

5lh

e3

.14

20

.52

22

57

.48

3.1

42

0.5

1.5

2.5

24

1.3

87

5

0

10

28

.74

32

9.1

2cu

m.

37

0.8

01

45

3.0

01

07

97

.69

64

23

11

.36

4lh

e

21

01

0.5

10

10

0.2

80

cu

m.

94

4.0

03

52

0.0

02

64

.32

98

5.6

0

50

.78

51

2.5

12

.51

12

2.6

56

3lh

e0

gate

-11

.51

.51

-2.2

5

12

0.4

06

31

1.1

8sq

m.

21

5.0

06

05

.00

24

03

.76

76

3.9

0

60

.78

51

2.5

12

.51

12

2.6

56

3lh

e-1

1.5

1.5

1-2

.25

12

0.4

06

31

1.1

8sq

m.

71

.80

17

8.0

08

02

.72

41

99

0.0

4

70

.78

51

01

01

78

.5

3.1

42

0.5

11

.59

6.5

55

0

17

5.0

55

16

.26

sq

m.

71

.80

17

8.0

01

16

7.4

68

28

94

.28

83

.14

10

11

2.5

39

2.5

0

39

2.5

36

.46

sq

m.

61

.30

11

1.0

02

23

4.9

98

40

47

.06

P/L

cemen

t con

crete in 1

:2:4

50

mm

thick

on

rooffin

g

S.N

oD

eta

ils o

f wo

rkN

o.

S.n

o.

;j

Jod

hp

ersto

ne

patti

roofin

gin

1:4

cemen

t mortar

Me

asu

rem

en

ts

Lin

tel in cem

ent m

ortar

25

mm

cemen

tp

lasterin

1:6

cemen

t mortar

Earth

work

inex

cavatio

nin

fou

nd

atinlift

1.5

man

dlead

up

to 5

0m

P/L

cemen

t con

crete in 1

:4:8

RR

SM

in fo

un

datio

n in

1:6

cemen

t mortar

P/L

cemen

t con

crete in 1

:6:1

2

un

der flo

or o

f catchm

ent

no

93

.14

12

.51

27

8.5

3.1

42

21

2.5

17

2.7

78

.57

.29

sq

m.

36

.30

45

.00

26

4.6

27

32

8.0

5

10

7.2

98

8.0

08

8.0

06

41

.52

64

1.5

2

10

11

.51

.51

2.2

5

2.2

50

.2sq

m.

68

.00

85

0.0

01

3.6

50

0.0

0

11

Catch

men

t of g

ravel/m

urru

m3

.14

25

.25

12

.75

0.5

50

5.4

41

91

4.3

04

00

5cu

m.

45

06

43

.68

14

.30

40

05

92

.80

13

27

.41

14

.30

40

05

cu

m.

26

26

37

1.9

04

13

37

1.9

0

14

.30

40

05

cu

m.

14

.31

4.3

20

4.5

47

27

20

4.5

5

07

MD

10

01

00

70

07

00

.00

00

0

23

78

3.0

53

69

99

0.8

51

Ra

te

Skille

d la

bo

325

Unskille

d l a

100

Lab

ou

rA

23

78

3.0

53

Wa

ter

Material

B4

62

07

.79

9

Total

C6

99

90

.85

1

27

99

.63

41

Total

(C+

D)

72

79

0.4

86

S.n

o.

Rate

Am

t.

1S

and

cum

.340

4340.871

8

24

0m

m ag

greg

atecu

m.

350

589.0

5

32

0m

m ag

greg

atecu

m.

500

645.3

5

4S

ton

ecu

m.

500

14560

5C

emen

tb

ag210

13466.6

129

61

5cm

. Th

ick lin

telcu

m.

2300

644

7S

ton

e slabsq

m285

3823.5

6

8D

oor

sqm

.850.0

0170

38239.4

447

2799.6

3406

41039.0

787

13.4

2

Total

0.2

00

64.1

P/F

iron

gate

12011

29.1

2

Qu

an

tity

60.2

9

0.2

8

Am

ou

nt

36.9

6

Flu

shp

oin

ting

in1

:3cem

ent

mortarC

.R. facin

gin

II sort

5743

23783

Un

itQ

ty.

12.77

1.6

8

Material req

uried

Ad

d 4

% fo

r co

nti. D

=(C

*0.0

4)

1.2

9

Am

t.

6029

21.1

95

M.R

ate

Actu

al M

.T

&P

dkjh

xj

etn

wj

kuh¼

jk'k

h½

00

.60

.00

5

01

5.9

374

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjh

xj

etn

wj

kuh¼

jk'k

h½

16

00

.45

0.9

0.1

1.6

30

.01

47

299.2

00

0.8

42

1.6

83

1265.0

01140

0.1

93.0

541.5

0839

esU

V fd

-xctjh

?k-e

hiR

Fkj

dkjh

xj

etn

wj

kuh¼

jk'k

h½

70

0.3

10

.71

1.4

0.0

14

5

2038.4

08

.74

29.1

21082.2

0896

20.6

84

0.7

7613.5

147

esU

V fd

-xctjh

?k-e

hRF

kjd

s fljn

y

dkjh

xj

etn

wj

kuh¼

jk'k

h½

0.2

82576.0

0

esU

V fd

-xctjh

?k-e

hF

kj d

h ifê

;ka

dkjh

xj

etn

wj

kuh¼

jk'k

h½

3.4

20

.09

1.2

0.5

50

.00

5

38.2

356

1.0

062

13.4

16

390.0

03

86.9

64

6.1

50.0

033.8

195

esU

V fd

-xctjh

?k-e

hêh iR

Fkj d

hdkjhxj

etnwj ikuh¼jk'kh½

25

.67

0.0

57

0.0

50

.19

0.4

10

.01

286.9

906

0.6

3726

0.5

59

106.2

0152.1

94

2.1

242

4.5

838

19.9

004

lhesUV fd-xzk


hdkjhxj

etnwj ikuh¼jk'kh½

15.6

0.0

22

0.0

45

0.1

50.2

30.0

145

253.6

56

0.3

5772

0.7

317

106.2

095.5

2.4

43.7

441.9

6706

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

7.6

70

.03

20

.13

0.2

0.0

15

279.6

482

1.1

6672

49.7

043.0

94

4.7

47.2

960.7

059

dkjh

xj @

etn

wj v

ko';d

rk

lhesUV fd-xzk

ctjh ?k-eh-dkjhxj

etnwj ikuh¼jk'kh½

1.4

0.0

03

0.0

80

.11

0.0

15

10.2

06

0.0

2187

8.7

06

.90

.58

0.8

04

.92

07

5

dkjhxj

etnwj ikuh¼jk'kh½

njokts]0

.30

.30

07

82

.00

00

.10

.10

6366

2720.6

52

36.9

66

0.2

9832.2

7

To

tal

6652.3

32

4401.4

33

832.2

7

DR

AW

ING

OF

TA

NK

A

1.5

x1.5

C.C

. 1:2

:4

Gro

und L

eve

l

11.0

012.5

0

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Thic

k

C.C

. 1:4

:8

c.c

.in 1

:2:4

0.5

12

.50

10.0

0

12.0

0

DR

AW

ING

OF

TA

NK

A

1.5

x1.5

C.C

. 1:2

:4

Gro

und L

eve

l

10.0

0

12.0

0

13

12

.50

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Thic

k

C.C

. 1:4

:8

0.5

c.c

.in 1

:2:4

11.0

0

Na

me

of W

/S

:-

Na

me

of V

illag

e:-

Ne

vra

Ro

ad

, Big

am

i, Osia

n, D

hu

nd

ha

da

Na

me

of w

ork

:-T

an

ka

co

nstru

ctio

n

Am

ou

n7

59

42

Dia

BH

1C

om

ple

te O

/O1

13

01

3

2H

all I/I

11

01

2.5

5E

/W1

13

2.7

11

13

Ord

inary

soil

6C

on

cre

te1

13

2.7

10

.54

Hard

soil

7M

aso

na

ry1

36

.12

1.5

12

4D

isintig

rated ro

ck0

8G

.L to

P.L

12

9A

sla

tA

rou

21

11

0.5

12

Do

or

11

.51

.51

13

Ve

ntila

ter

-20

11

16

Flo

orin

g in

sid

eC

em

17

8.5

11

17

Flo

orin

g o

n to

pC

em

11

33

11

De

du

11

.51

.51

DE

TA

ILS

OF

WO

RK

AN

D A

BS

TR

AC

T O

F C

OS

T

LB

WQ

ty.

Qyy.

mks

Lab

.rat

e

total

rate

lab

amt

total

amt.

10

.78

51

3.5

13

.51

21

71

6.8

00

17

16

.84

8.5

9cu

m.

92

.00

92

.00

44

69

.85

44

69

.84

7

Extra L

ift

First lift

10

.78

51

3.5

13

.55

71

5.3

32

0.2

4cu

m.

10

.80

10

.80

21

8.6

34

21

8.6

33

8

Seco

nd

lift2

0.7

85

13

.51

3.5

22

86

.13

8.0

98

cu

m.

21

.60

21

.60

17

4.9

07

17

4.9

07

1

20

.78

51

3.5

13

.50

.57

1.5

33

0000

71

.53

32

.02

cu

m.

32

0.1

01

58

6.0

06

46

.60

23

20

3.7

2

33

.14

11

.51

.51

26

49

.98

0

64

9.9

81

8.4

0cu

m.

41

9.8

01

50

3.0

07

72

4.3

22

76

55

.20

4

21

01

0.5

10

10

0.2

80

cu

m.

94

4.0

03

59

8.0

02

64

.32

10

07

.44

50

.78

51

31

31

13

2.6

7

0

gat

e-1

1.5

1.5

1-2

.25

13

0.4

21

2.1

1sq

m.

21

8.5

06

09

.00

26

46

.04

73

74

.99

60

.78

51

31

31

13

2.6

7

-11

.51

.51

-2.2

5

13

0.4

21

2.1

1sq

m.

79

.80

18

6.0

09

66

.37

82

25

2.4

6

70

.78

51

01

01

78

.5

0

78

.57

.29

sq

m.

79

.80

18

6.0

05

81

.74

21

35

5.9

4

Lin

tel in cem

ent m

ortar

S.

No

De

tails

of w

ork

No

.

S.

no

;j

no

Me

asu

rem

en

ts

Earth

work

inex

cavatio

nin

fou

nd

atin lift 1

.5m

and

lead u

p

to 5

0m

P/L

cemen

t con

crete in 1

:4:8

RR

SM

in fo

un

datio

n in

1:6

cemen

t mo

rtar

P/L

cemen

t con

crete in 1

:2:4

50

mm

thick

on

roo

ffing

Jod

hp

ersto

ne

patti

roo

fing

in

1:4

cemen

t mo

rtar

Ne

vra

Ro

ad

(Jo

dh

pu

r XV

I)

83

.14

10

11

2.5

39

2.5

0

39

2.5

36

.46

sq

m.

67

.90

11

7.0

02

47

5.6

34

26

5.8

2

93

.14

13

12

81

.64

3.1

42

21

2.5

17

2.7

81

.64

7.5

8sq

m.

39

.80

48

.00

30

1.6

84

36

3.8

4

10

7.5

89

3.0

09

3.0

07

04

.94

70

4.9

4

10

11

.51

.51

2.2

5

2.2

50

.2sq

m.

05

00

.00

Iron

jali2

00

.00

11

3.1

43

33

31

0.8

62

8.8

8sq

m.

38

0.0

05

55

.00

10

97

2.8

16

02

6.0

6

12

Catch

men

t of g

ravel/m

urru

m3

.14

22

.51

00

.53

53

.25

9.9

97

cu

m.

45

04

49

.86

Carriag

e9

.99

7cu

m.

92

.80

92

7.7

2

Waterin

g an

d co

mp

action

9

.99

7cu

m.

37

37

36

9.8

88

36

9.8

9

13

1N

os.

01

50

0.0

0

00

0

32

51

7.7

73

02

1.2

7

Ra

te

Skille

32

5

Un

sk

13

5

Lab

ou

r

A3

25

17

.73

Wa

ter

Material

B4

05

03

.54

To

talC

73

02

1.2

7

29

20

.85

1

To

tal(C

+D

)7

59

42

.12

Sa

y R

s7

60

00

S.

no.

Rate

Am

t.

1S

and

cum

.3

803

63

3

24

0m

m ag

greg

atecu

m.

40

072

8

32

0m

m ag

greg

atecu

m.

55

05

11

.5

4S

ton

ecu

m.

575

10

580

5C

emen

tb

ag2

20

10

40

6

61

5cm

. Th

ick lin

telcu

m.

24

00

672

7S

ton

e slabsq

m3

00

43

59

8D

oo

rsq

m.

50

0

Han

d p

um

pN

os.

1.0

15

00

.00

15

00

Sto

ne ch

apsq

m.

30

.32

02

00

.00

60

64

3895

3

Co

ntig

ency

292

1

41

874

P/F

iron

gate

Flu

shp

oin

ting

in1

:3cem

ent

mo

rtar

Han

d p

um

p

1.82

0.93

C.R

. facingin

II sort

Qu

an

tity

44

.00

Am

ou

nt

29

.00

32

51

8

Sto

ne ch

ap b

ou

nd

ry in

1:4

cemen

t mo

rtar

25

mm

cemen

tp

lasterin

1:6

cemen

t mo

rtar

14

.53

Material req

uried

94

25

59

40

17

15

3

Un

itQ

ty.

Am

t.

Total

0.2

8

Ad

d4

%fo

rco

nti.

D=

(C*0

.04

)

1.0

00

9.56

47.3

18.4

0

DR

AW

ING

OF

TA

NK

A

1.5

x1

.5

C.C

. 1:2

:4

Gro

un

d L

eve

l

11.0

013.0

0

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Th

ick

C.C

. 1:4

:8

c.c

.in 1

:2:4

0.5

13

.00

10

.00

12.0

0

Nam

e o

f W/S

:-

Na

me

of V

illag

e:-

Ne

vra

Ro

ad

, Osia

n,B

iga

mi ,D

ho

nd

ha

da

Na

me

of w

ork

:-

Am

oun

84709.9

Dia

BH

1C

om

ple

te O

/O1

13

01

3

2H

all I/I

11

01

2.5

5E

/W1

132.7

11

13

Ord

inary

soil

6C

on

cre

te1

132.7

10

.54

Hard

soil

7M

aso

na

ry1

36.1

21

.51

24

Disin

tigrated

rock

0

8G

.L to

P.L

12

9A

sla

tA

rou

21

11

0.5

12

Do

or

11

.51

.51

13

Ve

ntila

ter

-20

11

16

Flo

orin

g in

sid

eC

em

17

8.5

11

17

Flo

orin

g o

n to

pC

em

11

33

11

De

du

11

.51

.51

DE

TA

ILS

OF

WO

RK

AN

D A

BS

TR

AC

T O

F C

OS

T

LB

WQ

ty.

Qyy.

mks

Lab

.rat

e

total

rate

lab

amt

total

amt.

10.7

85

13.5

13.5

12

1716.8

00

1716.8

48.5

9cum

.92.0

092.0

04469.8

54469.8

47

Ex

tra Lift

First lift

10.7

85

13.5

13.5

5715.3

31

20.2

4cum

.10.8

010.8

0218.6

34

218.6

338

Seco

nd lift

20.7

85

13.5

13.5

2286.1

33

8.0

98

cum

.21.6

021.6

0174.9

07

174.9

071

20.7

85

13.5

13.5

0.5

71.5

331

0000

71.5

331

2.0

2cum

.320.1

01586.0

0646.6

02

3203.7

2

33.1

411.5

1.5

12

649.9

8

0

649.9

818.4

0cum

.419.8

01503.0

07724.3

227655.2

0

4

210

10.5

10

10

0.2

80

cum

.944.0

03598.0

0264.3

21007.4

4

50.7

85

13

13

1132.6

65

0

gat

e-1

1.5

1.5

1-2

.25

130.4

15

12.1

1sqm

.218.5

0609.0

02646.0

47374.9

9

60.7

85

13

13

1132.6

65

-11.5

1.5

1-2

.25

130.4

15

12.1

1sqm

.79.8

0186.0

0966.3

78

2252.4

6

70.7

85

10

10

178.5

Ne

vra

Ro

ad

(Jo

dh

pu

r XV

I)

RR

SM

in fo

un

datio

n in

1:6

cemen

t mo

rtar

Measure

ments

S.

No

Deta

ils o

f work

No.

S.

no

;j

no

P/L

cemen

t concrete in

1:2

:4

50m

m th

ick o

n ro

offin

g

Jod

hper

ston

ep

attiro

ofin

gin

1:4

cemen

t mo

rtar

Lin

tel in cem

ent m

ortar

Earth

work

inex

cavatio

nin

fou

nd

atinlift

1.5

man

dlead

up

to 5

0m

P/L

cemen

t concrete in

1:4

:8

Ta

nka

co

nstru

ctio

n fo

r NR

EG

S

0

78.5

7.2

9sqm

.79.8

0186.0

0581.7

42

1355.9

4

83.1

410

112.5

392.5

0

392.5

36.4

6sqm

.67.9

0117.0

02475.6

34265.8

2

93.1

413

12

81.6

4

3.1

422

12.5

172.7

81.6

47.5

8sqm

.39.8

048.0

0301.6

84

363.8

4

10

7.5

893.0

093.0

0704.9

4704.9

4

10

11.5

1.5

12.2

5

2.2

50.2

sqm

.0

500.0

0

Iron jali

200.0

0

11

3.1

433

3310.8

628.8

8sqm

.380.0

0555.0

010972.8

16026.0

6

12

Catch

men

t of g

ravel/m

urru

m3.1

422.5

10

0.5

353.2

59.9

97

cum

.45

0449.8

6

Carriag

e9.9

97

cum

.92.8

0927.7

2

Waterin

g an

d co

mp

action

9.9

97

cum

.37

37

369.8

88

369.8

9

13

1N

os.

01500.0

0

00

0

32517.7

73021.2

7

14

40948.3

81451.7

9

To

tal

Rate

Skille

32

5

Un

sk

11

9

Lab

our

A40948.2

5

Wa

ter

Material

B40503.5

4

Total

C81451.7

9

3258.0

72

Total

(C+

D)

84709.8

6

Say R

s85000

S.

no.

Rate

Am

t.

1S

and

cum

.3

803

63

3

240m

m ag

greg

atecu

m.

40

0728

320m

m ag

greg

atecu

m.

55

05

11

.5

4S

ton

ecu

m.

575

10

580

5C

emen

tbag

22

01

04

06

61

5cm

. Th

ick lin

telcu

m.

24

00

672

7S

tone slab

sqm

30

04

35

9

8D

oo

rsq

m.

50

0

Han

d p

um

pN

os.

1.0

15

00

.00

15

00

Sto

ne ch

apsq

m.

30

.32

02

00

.00

60

64

3895

3

Co

ntig

ency

32

58

42

21

1

1.0

00

Add

4%

for

conti.

D=

(C*0

.04)

40

94

8

Han

d p

um

p

Material req

uried

13

00

0

Qty

.

Am

t.

95

20

18

42

8

Flu

shp

oin

ting

in1:3

cemen

t

mo

rtar

25m

mcem

ent

plaster

in1:6

cemen

t mo

rtar

47.3

1.82

0.93

P/F

iron g

ate

Sto

ne ch

ap b

oundry

in 1

:4

cemen

t mo

rtar

18.4

0

Un

it

Quantity

14.5

3

To

tal

C.R

. facingin

II sort

0.2

8

Am

ount

40

.00

Ch

an

ge

in la

bo

ur c

ost in

NR

EG

S

80

.00

9.56

DR

AW

ING

OF

TA

NK

A

1.5

x1

.5

C.C

. 1:2

:4

Gro

un

d L

eve

l

11

.00

13

.00

RR

Sto

ne

Ma

so

na

ry 1

:6

1'6

" Th

ick

C.C

. 1:4

:8

13.0

0

10

.00

12

.00

c.c

.in 1

:2:4

0.5

Construction of Waste Weir

SCHEME : IWMP BLOCK: OSIAN

DETAILS OF WORK AND ABSTRACT OF COST

L of HW Ht of SW Ht of HW

NAME OF WATERSHED: NEVRA ROAD(JODHPUR XVI) 18 5 2.5

y- pkS- Åa@x- QhV dqy eh- Je dqy Je dqy

1 2 8 3 3.25 156

4 3.5 3 3.25 136.5

1 17.5 4 3.5 245

0

0

0

537.5 15.21 cum. 92.00 92.00 1399.32 1399.32

2 2 8 3 0.5 24

4 3.5 3 0.5 21

1 17.5 4 0.5 35

0

0

80 2.26 cum. 320.10 1586.00 723.426 3584.36

3 2 8 2.5 2.75 110

4 3.5 2.5 2.75 96.25

2 17.5 3.5 3 367.5

0

573.75 16.23 cum. 419.80 1503.00 6813.35 24393.7

4 2 8 1.25 5 100

4 3.5 1.5 5 105

1 18 2.5 2.5 112.5

(3+2)/2

;ksx 317.5 8.98 cum. 554.80 1641.00 4982.1 14736.2

5 1 18 2.75 0.33333 16.5

0

16.5 0.46 cum. 174.80 590.00 80.408 271.4

6 dksfiax dk dk;Z C:C (1:2:4) 1 18 2.75 1 49.5

1 18 2 1 36

1 30 1.5 1 45

130.5 12.12 sqm. 79.80 186.00 967.176 2254.32

NAME OF WATERSHED: NEVRA ROAD(JODHPUR XVI)

Q'kZ ds uhps lq[ks iRFkjks dk [kajtk MkyukA

bZdkbZ nj jkf'k

vf/kjpuk esa lhesaV elkyk 1%8 es iRFkj dh pqukbZ dkdk;Z

uhao] [kkbZ rFkk ukyk vkfn ds fy, 1-5 eh- xgjkbZ rdfeêh dh [kqnkbZ djuk] ry dks dqVuk] ikuh Mkyuk cxydks laokjuk] [kqnh feêh dks ckgj fudkyuk uhoa Hkjus dsckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZfeêh dks 50 ehVj dh nwjh rd fuLrkj.k djuk

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dhiRFkj fxÍh@bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk]rjkbZ lesrA

uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1% 3] 1 % 6 ;k 1 % 8 elkys es] e; cxy dh f>jh cUndjuk rFkk rjkbZ vkfnA

dk;Z dk fooj.k la- ek=kdz-la- fo'ks"k fooj.k

7 2 8 5 1 80

4 4 5 1 80 7.432 sqm.

2 18 2.5 1 90

mi ;ksx 250

dVksfr;ka 2 2 2.5 1 10

'ks"k 240 22.29 sqm. 39.80 48.40 887.142 1078.84

15852 47718

Rate

Skilled labour 325

Unskilled labour 135

Water JeA 15852

lkexzh B 31866

Upto plinth lhesaV 2 dqy C 47718

lhesaV 2 1908.72

dqy (C+D) 49626.7

Say 50000

dz- dqy lkexzh vko';drk nj jkf'k cft

1 pwuk fd-xzk- 2.25 0

2 jsr@ctjh ?k-eh- 380 3385.8 315

3 fxêh iRFkj dh 40 fe-eh- ukeh; eki dh ?k-eh- 400 800 70.7

4 fxêh iRFkj dh 20 fe-eh- ukeh; eki dh ?k-eh- 550 302.5 19.4

5 iRFkj ?k-eh- 575 14490 890

6 lhesUV fd-xzk- 220 8714.68 39.6 Bag

27693

vU; 1908.72

dqy ;ksx 29601.7

0.55

1980.61

25.2

57.00 7695

546

16041

bZdkbZ ek=k

0.0

8.910000

2.0

Add 3% for conti. D=(C*0.04)

Quantity Amount

24.00 7800

jkf'k

iRFkj dh pqukbZ ij lhes.V elkyk 1:3 ls Vhiks dk dk;Z

CROSS SECTION AT A A'

2.0'

1' 6"

5.0

2.5

2' 6"

8.0 '


8.0

3.5

1' 6"

A A'

18

2' 6"


PLAN

Scheme :- IWMP Panchayat Samiti : Osian

Watershed :- Nevra Road (Jodhpur XVI) District :- Jodhpur

MODEL ESTIMATE FOR ANIMAL

HEALTH CAMP

In western Rajasthan due to lack of rainfall the climate is very drastic. Due to which the live-stock of western Rajasthan face many problems

related to their feed & to maintain their body immunity against climate. Due to which they can face many types of diseases due to unfavorable climate

conditions & mostly by the owner who can use the animals till the animal can gave milk after that he cannot take care of the animals. Due to this many

types of diseases like parasitic diseases it may be inner or outer, milk fever, Mastitis, Manage, tympany, Diahorria, fever, Infertility, Pyrometra,

Indigestion, FMD, HS, BQ, ETV etc. are many types of diseases which the animal can generally face due to which owner can face double loss first loss

of money on treatment & on effect on animal production. For this in IWMP scheme the animal health camp can be organized in the villages which can

comes under this scheme. For this one or two camps at Rs. 15,000/- each is organized. Before this first the information of the camp date can be informed

to the villages by various means like posters, banner, gosthi & various other means. After than camp can be organized in which free medicine can be

distributed.

Besides that for the seasonal diseases & many other diseases which can be controlled through vaccination the vaccination camp can also be

organized in which vaccine for various controlled diseases like FMD, HS & BQ, ETV, Sheep pox, PPR etc. animals can be vaccinated yearly or half

yearly.

Per camp cost :- Medicine - 13300/-

Rent of Jeep (for two days) - 1100/-

Govt. Doctor or Staff - 600/-

----------------

TOTAL - 15000/-

General Medicine:-

o Antibiotic :- - inj. - OTC - 100 ml.

- inj. - Enrocin - 100 ml.

o Ointment :- - ont. - Loroxine - 100 g.

- ont. - Vetmox - 50 g.

o Cottons :- 100 gm.

- Instruments :-

Catha tor

Trokar Canvla

Forseps

Teat Syphin

o Bandage :- 6"

o Syringe :- 50 ml

o Needle :- 16"

o Mineral Mixtuse :- pow. - Calfos Ao3 - 1 Kg.

o Vitamin :- inj. - Vitasef

Primary Treatment :-

o P.P. - 100 g - (5)

o Mag Sulph - 100 g - (20)

o Soda by Carb - 100 g - (20)

o T.T. Oil - 100 ml - (3)

o Liq. - Notadome

o Bolus - Feedone/Rumtrion

Milk Fever :- inj. - omifex - 450 ml

CBG - 1000 ml

Mastitis :- Tub. - Penclastin & H-Z gm

Mange :- inj. - Avil 100 ml

inj. - Dexona/100 ml.

Tympany :- Liq. - Afanil - 100 ml

Bolus - Boost nix

Bolus - Ruwinox

Diahorria :- Bolus - Botrim

Bolus - SDM

inj. - Biotin3

Fever :- inj. - proxyvet mp.

inj. - Oxy

Tab. - Proxivet mp.

Inferility :- inj. - Lutalysis - 10 ml.

Tab. - Cocuplus

Bolus - Cyclomin -

Pyometra/metritis :- surp. - Luracin - 60 ml.

Liq. - Betadine 100 ml.

Bolus - Furia/Urimine/Liton

Indiestion :- Pow. - Soda by carb - 100 g

Pow. - Mag. Sulph - 100 g

inj. - Bcomplex (Belayle) 100 ml

inj. - oxy 100 ml

Beworning :- Pow. - Albedazole - 30 g

Liq. - Suprazole - 1000 ml

inj. - mect/Ivemaction - 100 ml

Bolus - Albemor 1.5 g

Pow. - Neilverm (Sheep & Goat)

Vaccination :-

Sheep pox = .50p/dose

PPR = 1 Rs./dose

HS = 1 Rs./dose

BQ = 1 Rs./dose

FMD = 12 Rs./dose

ETV = .50 p/dose

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 1 No

2 Hand saw Size 1 No

3 Screw driver Size 1 No

4 Combination pliers Size Taparia 1 No

5 Charsi with handle Size 25 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

(shikanja) for wooden frame

1 No

13 Stone silly - 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 1 No

20 Tri Square 1 No

21 Hand Operated drill 1 No

22 Steel box for Tools G.I. sheet 1 No

2. One set of Mason tools COST RS. 2000/ Kit


1 Karni Size Big- 1 No

2 Karni Size small 1 No

3 Mashtar wooden Size 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 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 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


1 Clay lump beating hammer MS pat. Size D 100 120 mm

x T5-6mm. with iron pipe handle

1

2 Wooden hammer(Thapa) Sheesam Wood. Size D6-

-

1

3 Tasla MS Sheet. Size- -20

1

4 Spade (Phawda)

SWGT-20. fitted with Wooden

Handle

1

5 Kamdai Wooden Size- -

approx. Arc. Shap

6 Pindi Cement Various Sizes

3

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

8

8 Decoration Wheel Size- -

Structure. Fitted with double Ball

Bearing. Iron sheet 5 mm

1

9 Manual Potter Wheel Outer Dia- inner plate size D-

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.

1

10 Electric Potter wheel Structure dimension

angle structure 35-5) casted iron

-2

(6206) se -

belt pully, WT 23-25 kg.

1

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


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- 1

3 Pincer Size 1

4 Scissors Size- 1

5 Bodam / Shoe anvil Graded CI with 3 phases. WT 4 kg .

approx.

1

6 Cutting Blade Set (Ramp) Steel with Wooden Handle. Size- L

150x W30X T6mm

set

7 Stitching Awl Steel with Sheesham Wood Handle 1

8 Sharpening Stone Size- 150x50x25mm. 109 no. 1

9 Shoe measuring Tape Size

material

1

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 10 1 set(10 pcs.)

13 Design punch Set En-9 steel. Size L100 1 set(3 pcs.)

14 Zig zag Steel Scissors Steel, Size- 81/2

edge.

1

15 Pattern Cutting Knife Steel, Size 1

16 PP Block Size- 1

17 Steel Scale Size- 1

18 Leather Scraping Brush Size- 1

19 Adhesive Brush Size- 10 mm. 12 mm. 25 mm 1

20 Spring Divider Steel- 1

21 Sant Steel- 1 kg. 1

22 Sizzeore Passing Steel- 1

23 Thread Cutter Steel with plaste handle. Size- L 100

mm

1

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


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.

750gm

1

6 Meaurement tape 3 MTR 1

7 Tringle 1

8 Plie Taparia 1

9 Scra drive 1

10 Tin 1

11 Hand operated electric hand

drill

- 1

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


1 Hammer 500gm 60.00

2 Hammer 1 kg 100.00

3 Plies 180.00

4 Screw driver Taparia - - 250.00

5 Pincer- 100.00

6 Nose plier- 100

7 Alignment equipment cycle wheel 1000

8 Anivil Chowka 5 kg 500.00

9 Screw wrench 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 100.00

14 Solution 50.00

15 Water Pump Plier 100.00

16 Punch 50.00

17 Hand Scissors 8 120.00

18 Oil cane 250 gm 80.00

300

301

302

303

305

308

304

306

307

309

311

310

299

312

313

298

314

315

297

316

317

318

319

320

321

322

296

323

324

325

326

327

328

295

329

330

331

332

333

334

335

336

337

294

338

293

292

339

291

340

341

342

343

344

345

346

347

348

349

290

289

350

351

352

353

288

354

287

286

285

284

283

355

356

282

357

358

281

359

360

280

279 278

361

362363

364

365

366

367

368

369

370

371

372

373

374

375

376

377

378

379

380

381

382

383

384

385

386387

277

388

389

390

391392

276

393

394

275

395

294

306

279

303

300

282

349

298

318

277

288

285

341

311

365

315

332

327

316

279

308

294

346

362

287

289

290

373

328

369

343

336

300

353

386

282

342

301

336

321

280

306

353

315

294

352

324

341

370

364

299

284

312

343

375

334 374

334

354

309

328

301

279

287

288

360

318

292

287

282

334

289

353

283

381

369

312

359

324

307

311

336

306

314

320

309

283

300

277

297

304

341

309

351

347

341

321

307

355

304

380

296

345

361

309

343

319

352

315

297

362

317

298

316

351

291

294

322

306

355

354

311

342

311

308

372

304

290

282

300

306

300

373

300

353

322

303

360

326

288

358

339

298

345

352

359350

298

330

297

340

328

335

293

333

365

286

311

377

372

297

298

317

323

339

313

287

353

305

329

285

323

295

307

309

309

298

306

351

346

356

319

304

349

338

278

277

307

342

380

305

285

297

310

307

351

299

338

299

352

303

305

291

311

296

343

288

339

333

312

308

343

332

296

350

360

330

297

350

312

340

278

298

365

301

299

287

300

350

301

329

340

305

340

363

283

292

322

279

301

342

354

344

298

352

278

315

313

326

377

349

290

341

346

347

328

300

370349

306

332

353

360

353

315

362

312

345

278

314

302

286

320

312

290

326

365

294

310

339

327

342

308

331

299

362

340

298

295

286

343

286

367

337

297

290

295

338

294

306

339

312

377

339

365

363

313

304

293

311

309

363

303

304

308

283

361

293

332

336

357

368

298

331

317

292

326

358

300

360

343

356

300

295

332

302

361

343

329

335

300

295

345

316

299

360

295

341

305

344

371

317

321

303

287

287

284

302

346

315

353

338

289

327

307

392

298

370

315

310

368

337

328

304

286

351

281

318

290

349

285

334

306

319

362

278

322

297

280

326

379

345

309

302

321

323

299

344

300

384

298

340

294

296

347

359

380

328

310

322

303

346

354

335

322

299

299

342

343

318

299

306

289

371

306

344

326

337

293

302

341

290

306

319

328

320

283

381

339

308

295

371

277

298

318

297

294

307

345

293

310

374

297

302

354

299

310

309

294

298

281

308

318

318

332

298

311

298

347

284

311

291

327

306

314

343

310

347

329

300

307

304

367

284

298

308

367

319

381

331

333

277

332

278

303

375

312

321333

312

294

369

331

304

307

301

339

323

282

325

319

313

289

282

313

299

362

299

361

344

279

359

297

288

308346

306

308

295

311

330

331

295

370

350

308

303

305

373

295

304

346

337

278

299

365

355

293

328

296

358

293

296

343

288

325

288

371

308

362

313

292

301

313

291

280

288

297

345

344

352

284

321

323

293

294

313

372

366

346

338

342

308

316

304

349

281

305

329

332

317

335

350

334

282

290

308

369

350

344

349

281

315

288

304

348

309

314

323

300

297

322

353

363

298

282

314

336

380

299

299

348

338

286

283

319

313

276

374

369

348

339

363

296

351

350

358

287

341

300

347

286

278

320

289

304

306

313

303

326

340

314

314

301

331

394

285

313

300

302

330

322

294

314

287

285

349

299

336

332

342

366

312

285

299

283

278

347

303

295

297

312

368

292

385

320

289

338

366

318

355

306

292

332

337

341

288

339

358

315

307

312348

299

312

339

320

371

284

313

341

331

299

331

343

371

301

298

373

345

301

297

371

295

329

324

340

282

375

363

312

295

293

373

299

363

314

345

340

374

372

340

331

340

282

327

367

328

366

298

391

345

286

303

344

314

343

309

280

318

298

309

317

342

346

344

297

309

337

340

284

288

362

361

308

344

279

323

344

367

364

313

293

391

276

300

313

355

315

299

287

311

341

304

303

338

289

334

319

350

329

298

349

364

294

352

354

351

311

344

338

306

285

379

332

288

374

283

341

325

367

298

301

316

329

289

320

299

344

336

320

349

348

301

353

362

301

381

350

298

307

311

298

303

327

281

285

314

314

310

318

303

336

344

365

296

378

347

314

289

342

335

309

347

300

313

350

313

337

295

302

376

319

303

366

294

350

354

309

296

369

352

306

298

314

283

297

286

299

347

347

314

351

308

296

333

299

3523

74

351

353

336

367

312

350

334

326

318

301

331

334

313

303

338

340

313

303

285

309

292

299

301

282

299

303

343

344

310

281

312

301

342

357

287

354

348

305

299

288

308

316

295

333

294

317

279

299

335

366

326

354

286

287

385

299

348

353

358

300

318

294

334

345

299

354

338

304

290

357

356

340

308

278

298

312

341

320

321

312

295

362

340

343

323

292

350

314

362

285

341

343

320

356

318

327

288

293

362

337

299

320

349

288

302

322

289

281

291

298

370

340

329

362

284

295

312

346

289

341

320

284

300

330

328

340

312

292

350

299

292

294

309

299

346

356

310

371

359

344

383

310

294

356

305

293

320

298

362

318

303

385

341

291

311

312

352

317

372

345

294

278

344

294 297

380

305

288

370

358

312

285

316

318

341

341

330

342

361

351

293

303

282

298

312

361

299

380

306

307

299

336

352

347

337

296

287

370

278

298

305

361

287

337

311

379

343

363

290

390

298

369

295

359

285

295

377

334

314

338

318

351

300

292

362

304

296

298

293

348

296

304

320

338

312

344

297

305

330

302

285

287

348

321

343

324

289

357

298

343

344

343

309

301

344

361

283

321

287

310

285

295

327

316

336

373

370

315

341

287

317

307

359

303

311

284

303

339

289

358

318

342

361

324

377

301

340

295

319

343

290

302

288

307

320

301

343

367

359

342

288

347

330

331

314

350

349

347

320

287

327

346

319

311

350

331

311

337

309

320

322

299

290

310

376

298

282

294

316

370

317

282

307

363

293

305

312

322

317

321

283

359

295

364

348

321

368

345

372

377

357

338

289

297

293

305

374

321

355

349

302

349

333

295

335

345

345

364

291

302

334

296

339

354

320

310

343

297

338

338

338

338

318

300

360

311

349

304

317

362

342

346

290

341

298

294

298

288

305

321

334

298

340

279

368

281

341

342

307

365

305

341

306

356

315

368

314

309

304

314

284

363

301

321

297

296

293

317

308

296

296

296

339

346

342

282

286

350

329

359

332

305

337

350

363

296

337

346

376

303

335

312

370

301

303

296

290

315

339

301

354

368

283

306

305

297

299

297

297

318

286

373

292

314

338

285

309

310

282

308

312

335

363

345

376

347

299

347

305

366

288

306

310

290

368

354

306

337

310

285

358

304

283

304

304

302

300

352

284

326

300

311

359

289

392

350

297

340

338

325

316

352

365

376

306

386

357

305

338

289

307

297

319

293

357

301

310

306

349

334

307

354

292

297

320

317

323

305

307

349

301

355

304

344

316

286

333

356

295

339

311

303

322

319

307

349

328

373

346

298

289

290

340

294

313

319

359

287

284

370

301

326 299

303

325

293

355

376

388

307

324

344

375

369

303

293

288

361

337

289

302

352

295

298

356

370

352

317

347

291

288

341

296

314

298

292

363

309

336

322

297

305

384

311

309

331

370

320

341

314

314

286

296

304

324

298

301

306

278

345

372

349

350

286

284

315

355

346

356

340

329

365

371

306

307

352

307

299

313

278

371

305

299

345

335

351

311

302

353

346

325

296

319

367

294

300

384

286

366

308

379

276

283

298

314

288

294

357

320

298

359

303

306

305

342

336

303

310

289

303

280

295

305

300

316

287

296

315

299

292

335

316

320

345

295

292

293

315

324

288

337

317

312

300

312

310

317

355

308

336

302

351

321

374

302

356

300

351

338

299

320

338

323

310

310

300

365

293

340

327

303

301

302

292

307

388

347

348

330

333 354

318

375

286

382

304

311

296

331

355

322

310

288

330

311

348

321

306

301

379

310

321

351

321

288

312

342

315

316

308

333

325

291

310

289

349

336

302

320

287

365

287

276

286

315

306

356

304

353

377

297

283

296

357

374

287

332

321

293

309

290

322

308

297

321

295

296

349

339

366

280

286

302

338

342

326

343

310

318

311

300

296

340

367

299

306

289

311

300

327

285

347

376

281

359

360

298

305

309

325

317

306

298

336

305

281

366

291

346

350

311

347

354

320

308

295

316

335

303

342

287

336

358

302

292

360

296

284

288

311

356

356

306

295

290

370

288

356

319

305

346

322

342

347

358

297

288

313

302

325

299

301

286

344

343

293

361

303

30029

8

318

343

319

300

323

315

307

301

327

328

371

310

323

315

300

342

295

294

304

334

307

286

342

284

334

292

283

303

316

366

309

309

347

323

306

335

330

286

346

319

287

317

290

338

299

304

283

307

333

305

287

316

302

336

367

297

341

304

338

360

364

346

356

289

355

341

286

309

301

292

341

338

299

284

289

313

343

377

339

354

281

300

336

292

318

320

373

301

335

308

297

363

309

316

283

300

287

282

316

319

378

307

304

304

346

369

354

287

344

318

303

297

312

300

292

344

311

346

324

282

331

333

310

309

334

299

325

298

318

330

317

355

297

297

352

322

302

291

362

352

313

304

345

328

362

285

320

381

358

291

311

360

337

305

304

362

294

296

301

358

319

304

305

282

375

324

313

287

357

341

306

357

376

300

305

280

351

369

308

293

339

309

318

371361

361

343

358

297

322

307

350

351

306

301

324

359

368

307

282

366

312

340

323

315

310

304

369

312

307

303

338

291

318

371

357

282

304

340

338

338

309

346

290

280

364

304

290

318

323

343

304

336

302

361

362

331

350

305

291

359

367

337

314

295

367

309

289

335

337

300

323

344

386

342

372

298

300

359

368

363

345

335

322

369

326

339

320

367

309

300

302

312

299

313

389

369

306

345

295

316

293

296

363

360

338

317

364

391

360

299

353

306

299

346

356

287

309

365

311

318

299

309

292

345

289

302

379

339

318

298

340

314

300

291

314

362

299

356

314

301

302

308

294

315

292

304

312

325

299

359

303

307

362

328

350

296

296

288

331

327

292

292

365

349

299

345

346

303

300

310

325

343

301

297

297

330

345

282

313

314

305

322

286

354

280

323

319

315

288

303

319

344

341

295

276

370

314

286

321

301

316

299

353

300

307

359

333

307

296

284

304

300

361

287

305

282

320

296

356

287

288

339

315

367

342

297

314

350

334

293

388

299

288

287

339

281

312

294

315

306

340

356

311

308

357

302

368

279

295

312

287

348

340

296

303

306

322

295

288

297

282

283

346

310

351

359

363

294

291

330

289

285

342

309

364

373

375

323

308

343

313

300

354

346

288

311

289

363

306

319

368

297

334

294

292

320

349

295

352

347

306

304

319

304

297

294

325

342

281

372

319

346

350

299

307

297

363

282

315

315

326

308

312

316

316

308

302

29438

0

346

304

297

377

297

346

378

281

331

282

299

315

289

361

360

321

369

320

292

296

387

307

324

296

371

283

291

366

376

286

356

336

282

302

355

340

330

307

308

30229

4

345

294

338

319

302

304

298

294

289

346

292

314

279

290

299

313

363

319

301

292

292

354

356

287

346

371

352

375

341

297

312

298

348

366

365

319

283

321

310

332

346

304

322

313

305

328

335

289

294

311

309

294

314

330

297

322

382

326

317

339

370

291

308

348

315

346

298

330

344

343

297

292

311

354

348

289

313

319

294

338

311

284

375

328

288

299

356

364

332

347

305

348

346

301

303

356

342

323

304

301

297

331

310

322

298

291

346

318

315

336

315

289

351

300

366

287

296

368

383

339

318

291

351

358

295

306

295

314

324

302

297

310

305

329

305

327

368

376

314

290

310

352

302

327

351

319

294

304

334

288

327

363

285

355

300

336

289

346

300

296

304

347

339

310

361

316

302

341

367

295

300

324

387

344

357

293

294

299

309

312

309

331

310

332

308

286

323

342

357

320

279

357

314

369

381

300

291

289

304

350

336

306

308

298

298

315

288

335

312

364

328

342

291

363

340

278

358

316

329

355

308

310

324

365

299

321

361

374

340

330

284

344

317

352

302

302

342

291

358

353

348

319

292

333

308

294

320

363

364

302

389

297

291

348

292

337

279

357

363

323

317

308

353

346

341

338

341

312

307

361

327

338

321

285

374

307

308

344

315

333

301

337

359

315

316

289

326

305

301

281

308

375

325

372

352

368

373

308

310

301

361

291

344

306

344

298

301

316

297

367

380

290

291

327

283

298

304

289

347

375

358

305

286

332

300

340

294

319

366

286

282

307

330

326

332

324

340

362

328

280

318

289

319

338

343

278

368

330

309

289

370

298

317

367

277

297

303

329

306

295

352

364

329

346

366

298

343

376

352

297

374

304

318

296

311

319

342

293

307

355

322

292

338

281

286

318

301

307

351

308

352

328

327

346

308

299

290

347

281

360

294

291

308

303

288

289

350

304

298

369

290

312

292

367

282

291

370

318

304

302

327

361

295

316

303

306

354

321

311

284

346

318

296

322 281

281

349

290

304

280

330

370

374

332

338

353

283

308

328

308

346

383

298

304

339

302

358

329

339

337

362

352

320

325

320

334

311

325

296

309

297

337

291

318

319

283

291

284

303

355

313

340

312

318

304

320

350

290

342

365

295

317

392

289

299

325

331

351

295

357

352

361

298

310

344

296

300

369

288

314

289

356

338

282

338

364

287

302

304

325

307

286

366

288

365

312

318

310

360

298

349

318

359

349344

311

302

288

309

321

354

327

344

296

304

362

345

339

361

290

388

289

326

323

322

320

357

314

298

325

330

301

291

314

371

295

327

310

316

336

298

289

353

341

311

361

307

303

297

315

340

345

292

307

294

322

321

310

322

295

311

301

301

300

331

298

315

327

295

294

349

328

287

304

347

344

294

306

359

328

277

297

313

320

304

300

384

345

299

340

350

311

335

355

314

367

306

324

291

296

305

359

345

366

284

361

338

301

339

290

287

369

293

288

280

299

347

291

334

333

324

290

365

382

312

321

378

358

347

317

319

343

320

312

345

346

343

366

299

322

289

329

299

361

298

276

297

366

340

308

290

327

351

287

304

291

352

292

339

293

308

341

314

291

362

366

372

300

284

319

322

308

307

336

354

382

315

300

345

299

300

283

307

312

305

364

338

281

382

298

303

345

294

310

371

375

278

324

363

365

288

344

295

314

319

318

328

388

301

305

305

315

294

310

291

308

381

315

293

306

335

290

343

291

350

284

345

331

308

340

343

317

342

337

293

280

297

316

318

370

288

295

291

298

302

357

315

370

364

316

355

322

343

290

360

340

287

298

353

300

299

359

362

341

297

307

298

297

292

375

287

338

288

313

311

362

309

296

327

293

345

304

311

323

345

364

355

302

373

300

369

370

301

314

316

311

318

348

356

309

298

298

348

373

302

301

331

363

309

299

363

303

303

298

322

290

300

284

335

353

314

364

290

362

345

303

314

310

320

373

305

283

327

310

291

308

354

340

352

288

298

333

338

312

307

298

330

349

305

301

344

285

304

299

313

279

328

344

308

298

346

306

300

278

299

287

285

287

371

310

294

298

313

342

325

387

304

298

339

300

311

288

291

339

294

294

345

341

313

314

348

307

303

332

288

373

296

302

309

313

368

318

356

336

323

315

321

326

292

320

314

309

288

318

277

328

341

308

363

289

283

289

302

352

312

349

359

319

290

341

294

333

344

308

290

318

321

332

322

365

371

311

300

309

354

291

362

304

286

319

358

289

344

300

309

315

332

354

305

306

299

339

337

314

299

299

342

301

307

356

317

337

283

294

344

289

363

292

285

288

288

315

305

346

333

280

349

323

321

307

286

281

298

287

281

298

305

387

286

287

284

303

351

308

336

361

287

342

298

290

305

351

338

287

344

318

317

308

315

310

333

334

319

327

288

299

333

295

324

305

309

300

332

294

383

329

371

295

340

293

344

305

369

329

375 3

74

296

358

308

360

330

355

348

303

298

299

343

282

303

329

310

345

297

337

358

355

282

355

337

349

294

276

361

346

290

305

359

288

315

330

320

293

385

364

294

328

284

278

324

290

338

342

367

296

326

295

288

327

297

294

298

313336

290

292

287

340

282

362

293

301

338

292

348

304

291

309

353

293

351

301

297

287

351

306

343

320

293

325

319

304

374

355

340

291

391

307

301

342

342

341

329

371

308

294

318

290

298

310

331

291

336

316

287

301

345

323

315

287

295

304

289

298

292

308

340

315

351

334

291

370

312

314

320

276

297

309

323

344

304

316

358

320

356

287

317

308

316

346

303

299

309

284

299

310

298

310

314

315

322

353

328

323

310

355

303

302

311

342

294

290

294

360

312

329

297

321

319

378

343

311

348

310

364

352

311

295

324

276

340

295

344

294

353

288

357

314

309

282

299

373

344

288

317

348

361

304

298

313

325

300

296

312

369

299

305

317

281

314

359

304

346

360

332

299

291

330

295

305

338

289

306

309

349

305

313

308

330

351

294

346

317

327

292

338

374

321

290

336

282

323

297

302

361

368

369

306

336

343

330

297

324

321

297

355

296

290

328

304

377

334

307

277

296

365

286

373

311

324

279

338

279

375

302

344

299

308

325

332

351

292

302

317

310

313

378

358

288

291

356

342

294

333

309

300

308

303

309

370

344

297

302

345

355

331

298

359

309

353

345

299

328

329

306

314

343

308

310

292

342

351

310

332

287

291

304

316

292

284

288

306330

311

354

311

341

373

315

300

344

322

319

318

370

341

348

313

299

288

341

290

344

325

328

358

353

356

317

341

320

349

344

372

298

338

360

368

333

312

341

307

303

301

368

299

290

297

306

322

288

302

283

312

311

354

357

339

279

337

369

366

300

343

339

290

314

321

298

343

355

291

358

286

301

284

339

294

289

310

350

318

364

283

353

307

311

333

309

308

323

308

360

303

289

289

289

291

299

358

295

362

296

328

316

293

311

322

321

305

313

280

314

306

296

309

345

292

284

328

282

307

287

284

306

298

344

302

292

362

294376

313

300

297

342

310

316

367

313

308

328

295

292

289

289

290

297

299

304

300

352

289

307

341

347

311

339

319

295

298

292

289

294

352

286

300

315

293

340

330

332

332

307

328

281

287

347

298

342

286

324

345

310

300

368

353

299

305

311

327

337

341

346

317

315

307

300

294

299

290

300

325

385

368

317

308

320

344

328

334

285

337

319

306

349

298

312

324

314

300

342

306

351

318

357

278

296

337

294

299

286

301

364

325

321

358

360

312

322

334

306

341

367

300

314

331

316

286

299

350

295

319

290

315

331

279

340

346

289

286

303

338

337

287

340

298

296

281

296

279

324

315

297

367

359361

294

304

285

365

329

301

346

362

310

303

323

351

307

321

351

319

298

305

306

354

313

315

324

321

301

334

297

355

343

288

336

299

308

316

342

315

341

343

311

340

335

345

313

347

306

282

299

284

308

310

283

282

286

296

297

305

295

301

372

288

317

307

360

344

365

345

297

307

320

344

296

319

297

300

284

293

340

357

302

298

351

360

341

283

286

352

285

294

285

338

299

305

319

345

366

313

359

292

313

331

347

348

369

296

306

309

301

332

319

302

293

364

304

297

294

295

289

299

317

324

349

286

326

278

327

304

341

293

309

328

299

292

306

312

296

318

297

300

337

344

315

282

312

372

337

307

316

306

283

345

290

289

299

289

314

283

381

318

310

299

299

305

291

370

304

296

298

284

365

327

300

297

362

332

349

340

313

298

368

296

340

322

300

299

368

288

299

318

327

285

366

298

371

286

302

310

282

302

356

314

314

294

350

319

291

307

333

279

317

313

303

303

337

287

356

300

320

301

300

309

359

321

303

343

295

315

366

305

288

365

295

355

302

291

366

313

295

306

285

312

305

320

371

307

299

344

282

289

303

336

359

291

308

297

369

320

306

296

296

340

303

298

305

282

322

384

296

309

296

310

368

308

285

342

288

360

292

304

321

300

298

285

330

319

323

295

288

295

293

348

345

314

342

289

304

361

296

298

313

311

331

312

285

320

309

322

302

288

289

323

343

313

353

287

384

352

297

311

306

280

339

308

283

333

281

321

282

372

309

355

315

298

358

304

372

289

302

285

314

320

359

329

277

296

301

306

295

281

296

283

372

325

372

350

365

309

339

341

287

299

299

335

332

311

300

299

290

366

320

311

320

336

302

291

301

361

297

280

308

308

343

295

299

275

318

331

311

294

301

300

342

347

284

364

325

298

349

347

307

321

348

343

301

282

329

310

301

304

298

325

317

322

279

359

298

300

293

346

297

322

327

312

311

297

321

297

364

303

333

311

317

313

287

312

302

289

316

330

343

285

304

318

315

310

318

375

288

360

285

291

290

298

302

332

343

299

302

319

378

334

313

287

317

352

316

298

339

312

289

304

365

307

301

335

354

323

299

329

338

339

282

314

320

299

357

367

329

316

299

301

306

299

355

333

328

312

306

353

342

348

324

290

303

299

300

304

317

311

295

350

335

317

360

281

308

308

315

343

291

295

312

299

377

369

364

365

332

314

286

357

299

294

339

348

294

328

342

308

329

315

317

337

348

287

352

326

315

286

278

327

355

391

323

357

306

297

299

310

327

287

296

341

303

321

342

358

311

339

306

361

355

304

357

358

309

297

342

303

302

319

296

290

316

322

284

303

299

336

299

292

316

325

289

288

363

1884 37

2044

38

733

39

884

1614

2088

47

1

14

254

1949

895

3

58

4

894

24

75

90

268

75

2

70

13

1924

1885

78

1865

57

93

20

1806

43

49

137

26

925

72

867

59

9

1975

2062

1197

1974

102

428

79

1251

8

6

1241

83

44

94

11

35

177

51

1220

239

2073

1256

1607

1204

941

2052

36

28

30

1946

40

1629

98

430

25

242

59

1140

730

82

46

232

1947

1638

1965

269

1927

461611

5

1925

1961

8

936

913

1188

446

29

430

863

429

772

259

67

285

2089

252

1226

170

262

852

1055

12

853

22

435

1978

1980

286

86

53

12

1907

1247

1870

15

251

54

1945

107

1221

33

165

1526/2

819

173

108

1215

10

1613

64

81

28

868

424

1869

453

1869

432

221

1610

250

1888

1239

794

263

831

38

1223

109

76

2048

230

836

3

274

839

1228

1065

27

1176

1245

50

32

267

1797

1798

815

1958

266

54

105

207

204

1139

1902

210

1981

63

1961

16

303

862

18

29

56

1954

269

284

854

1609

1156

1922

55

916

1878

1205

162

864

235

801

810

743

61

1893

922

92

1612

1903

454

304

1887

258

1606

1628

66

239

32

1914

30

865

1910

1915

1935

190

1253 113

11

70

2

793

260

1875

832

1968

740

1938

156

2097

169

2045

943

183

25

1605

452

1912

101

63

162

207

185

1636

2065

1901

1967

72

1981

27

823

225

432/1

226

52

77

248

228

41

944

1639

307

732

440

874

1207

1248

85

1212

1063

241

2090

1217

1941

1960

36

2094

167

223

68

873

187

23

125

177

2058

1889

2092

1898

796

20

851

331

161

1389

939

264

798

846

162

2064

171

169

1916

838

45

1688

1249

451

272/1

189

875

2096

287

186

126

423

1634

942

225

411

1165

111

255

256

185

433

1243

60

2094/2

209

99

1939

265

2068

71

1867

1643

2004

1180

1976

204

103

196

66

309

202

1255

275

769

1882

42

110

105/1

68

828

915

81/1

872

88

2081

1208

1900

1594

919

274

4

62

31

1150

1911

2/1

2086

33

870

1906

64

746

89

79

167

725

135

1159

1061

41

1014

5

918

877/2

1802

1173

212

421

1972

771

1966

201

2087

90

200

1803

1936

886

1796

2098

206

1644

65

264/1

279

24

1254

1867

1909

871

814

921

168

168

802

877/1

50

1227

642

1791

1253/4

877/3

926/1

2099

1179

206

643

77

282

1234

1213

1151

1216

641

1218

1943

1231

589

178

1877

188

1254/2

163

2083

176

176

2015

430

877

457

272/1

288

808

275

281

47

1254/3

13

884

249

245

1793

1952

260

1890

884/1

1895

1168

100

186

229

206

272/2

103

940

73

226

1604

455

225

1230

2080

166

882

812

143

869

806

835

273

164

165

258

448

210

166

1883

293

1817

727

310

205

456

1060

458

1813

21

203

35

878

1962

2061

158

56194

2059

6

1908

1963

1138

911

891

738

1229

167

454

850

166

792

2068

74/1

1192

2064

1181

430

1951

1896

163

291

289

184

847

1964

434

246

423/2

1210830

261

741

839

1206

280

927

637

840

18

120

283

834

2049

1959

168

880

215

744

224

209

124

2077

238

164

1054

1631

806

1953

97

311/1

833

936

748

165

1801

1913

1918

213

69

58

203

112

423/1

2016

112

737

1610/5

1166

878/1

1891

277

843

644

1189

414

1185

1608/4

278

1934

53

205

160

1894

1156

1881

243

1183

1

1919

1164

1701

58

249/3

119

1935/1

1875

256/3

888

219

892

1799

1880

1608/1

2013

1929

887

1200

1871

926

1253/3

1152

1153

17

1160

2081

60

1155

222

2076

55

1242

2085

2079

330

300

877/4

804

405

1043

22

841

443

1872

419

1147

1143

224

416

2091

301

2075

70

1144

890

463

1209

2003

1163

736

1970

884/2

1587

182

2078

157/2

29

222/1

724

1957

1937

1670

123

1887

1687

1254/4

1053

142

116

751

1177

1873

109/2

1975

50/1

109/1

48

160

408

881

444

45

1184

735

2002

842

1193

294

1185

180

1054

177/2

1154

2076

780

64/2

889/1

1791

37

48

295

636

52

7

147

244

177

1211

1895

1950

1956

184

208

1886

26

2060

9

125

2054

45

261

187

1232

182

856

1874

84

210/1

141

209

2062

41

249/1

1955

1043

47

302

1632

2089/1

849

1897

413

193

50

83/1

195

848

860

218

1979

1960

1162

858

882/1

884/1

820

1888

1224

1048

208

1211

406

893

845

1051

920

857

175

249/2

1160/1

412

1612/2

643/2

821

645

1800

749

1064/1

1583

249/4

114/1

74

237

2047

1789

1633

255/1

945

1637

1635

1588

420

62

914

805

177/1

240

816

1892

2066

916

19

67

415

95

728

223

73

106

1064/1

220

34

78

27

1582

726

292

1186

1977

216

1973

118

211

1067

866

17

1930

1154

1796

809

745

1225

729

731

1923

172

817

69

912

1203

1142

1174

742

1948

188

1148

1940

1238

844

15

822

1904

1905

136

1219

222

1196

1246

827

800

10

795

75

1062

1933

33/1

885

1250

65

253

231

818

1222

883

1214

739

218

1642

1240

813

923

875

116761

1175

1942

2051

290

879

807

19

1149

162

1187

410

1792

1137

747

306

1142

66/1

938

804

1145

2054

811

1042

964

9797

214

1928

421.

803

409

2093

308

805

1169

404

1141

77/1

64/1

24 / 01

24 / 02

23 / 05

23 / 02

23 / 0323 / 01

22 / 07

22 / 01

23 / 04

09 / 02

22 / 05

22 / 02

STATE REMOTE SENSING APPLICATION CENTERDepartment of Science & Technology

JODHPUR

SCALE 1:10,000

GEOREFERENCED KHASRA MAP WITH CONTOURWATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN

SCHEME- IWMP (2009-10)

DISTRICT- JODHPUR

MACRO / MICRO WATERSHEDS NO. - [22/5,7], [23/1,2,3,4,5], [24/1,2], [09/02]

TOTAL GEOGRAPHICAL AREA- 3722 Ha.

EFFECTIVE AREA- 3019Ha.

57

MICROLegend

RAIL

CONTOUR

DRAINAGE

ROADS

SETTLEMENT

KHASRA BOUNDARY

WATERBODY

01

02

03

04

05

06

07

08

57

CHAPTER - VIII Enclosures -

8.1 a.Location District, block, village, watershed location map

b.Map of Nevra Road IWMP Project (Watershed Boundary demarcation in cadastral & Topo Sheet)

c.PRA Map (along with photos & paper drawing)

d.Treatment map (Indicate proposed works)

e.Cadastral Map on watershed boundary

f.Land Use Land Cover map

g.Information on existing water harvesting structures & well inventory along with GPS co-ordinates.

h.High resolution, latest Remote Sensing Satellite data

8.2 Documents of Agreements:

Proceedings of gram sabha for EPA approval

Proceedings of gram sabha Resolution for committee constitution

Proceedings of gram sabha for DPR approval

DPR approval by district

Watershed Committee Registration certificate.

24 / 01

24 / 02

23 / 05

23 / 02

23 / 0323 / 01

22 / 07

22 / 01

23 / 04

09 / 02

22 / 05

22 / 02

22 / 05

22 / 07

22 / 0509 / 02

Basni


JODHPUR

1:10,000

CARTOSAT-1(MERGE) SATELLITE IMAGE

WATERSHED PROJECT - JODHPUR- XVI, NEVRA ROAD, PANCHAYAT SAMITI - OSIAN


DISTRICT- JODHPUR




Legend

SETTLEMENT

RAIL

ROADS

WATERSHED

VEGITATION

Basni

1884 37

2044

38

733

39

884

1614

2088

47

1

14

254

1949

895

3

58

4

894

24

75

90

268

75

2

70

13

1924

1885

78

1865

57

93

20

1806

43

49

137

26

925

72

867

59

9

1975

2062

1197

1974

102

428

79

1251

8

6

1241

83

44

94

11

35

177

51

1220

239

2073

1256

1607

1204

941

2052

36

28

30

1946

40

1629

98

430

25

242

59

1140

730

82

46

232

1947

1638

1965

269

1927

461611

5

1925

1961

8

936

913

1188

446

29

430

863

429

772

259

67

285

2089

252

1226

170

262

852

1055

12

853

22

435

1978

1980

286

86

53

12

1907

1247

1870

15

251

54

1945

107

1221

33

165

1526/2

819

173

108

1215

10

1613

64

81

28

868

424

1869

453

1869

432

221

1610

250

1888

1239

794

263

831

38

1223

109

76

2048

230

836

3

274

839

1228

1065

27

1176

1245

50

32

267

1797

1798

815

1958

266

54

105

207

204

1139

1902

210

1981

63

1961

16

303

862

18

29

56

1954

269

284

854

1609

1156

1922

55

916

1878

1205

162

864

235

801810

743

61

1893

922

92

1612

1903

454

304

1887

258

1606

1628

66

239

32

1914

30

865

1910

1915

1935

190

1253 113

11

70

2

793

260

1875

832

1968

740

1938

156

2097

169

2045

943

183

25

1605

452

1912

101

63

162

207

185

1636

2065

1901

1967

72

1981

27

823

225

432/1

226

52

77

248

228

41

944

1639

307

732

440

874

1207

1248

85

1212

1063

241

2090

1217

1941

1960

36

2094

167

223

68

873

187

23

125

177

2058

1889

2092

1898

796

20

851

331

161

1389

939

264

798

846

162

2064

171

169

1916

838

45

1688

1249

451

272/1

189

875

2096

287

186

126

423

1634

942

225

411

1165

111

255

256

185

433

1243

60

2094/2

209

99

1939

265

2068

71

1867

1643

2004

1180

1976

204

103

196

66

309

202

1255

275

769

1882

42

110

105/1

68

828

915

81/1

872

882081

1208

1900

1594

919

274

4

62

31

11501911

2/1

2086

33

870

1906

64

746

89

79

167

725

135

1159

1061

41

1014

5

918

877/2

1802

1173

212

421

1972

771

1966

201

2087

90

200

1803

1936

886

1796

2098

206

1644

65

264/1

279

24

1254

1867

1909

871

814

921

168

168

802

877/1

50

1227

642

1791

1253/4

877/3

926/1

2099

1179

206

643

77

282

1234

1213

1151

1216

641

1218

1943

1231

589

178

1877

188

1254/2

163

2083

176

176

2015

430

877

457

272/1

288

808

275

281

47

1254/3

13

884

249

245

1793

1952

260

1890

884/1

1895

1168

100

186

229

206

272/2

103

940

73

226

1604

455

225

1230

2080

166

882

812

143

869

806

835

273

164

165

258

448

210

166

1883

293

1817

727

310

205

456

1060

458

1813

21

203

35

878

1962

2061

158

56194

2059

6

1908

1963

1138

911

891

738

1229

167

454

850

166

792

74/1

1192

2064

1181

430

1951

1896

163

291

289

184

847

1964

434

246

423/2

1210830

261

741

839

1206

280

927

637

840

18

120

283

834

2049

1959

168

880

215

744

224

209

124

2077

238

164

1054

1631

806

1953

97

311/1

833

936

748

165

1801

1913

1918

213

69

58

203

112

423/1

2016

112

737

1610/5

1166

878/1

1891

277

843

644

1189

414

1185

1608/4

278

1934

53

205

160

1894

1156

1881

243

1

1919

1164

1701

58

249/3

119

1935/1

1875

256/3

888

219

892

1799

1880

1608/1

2013

1929

887

1200

1871

926

1253/3

1152

1153

17

1160

2081

60

1155

222

2076

55

1242

2085

2079

330

300

877/4

405

1043

22

841

443

1872

419

1147 224

416

2091

301

2075

70

1144

890

463

1209

2003

736

1970

884/2

1587

2078

157/2

29

222/1

84

724

1957

1937

123

1887

1254/4

1053

142

116

751

1177

1873

109/2

1975

50/1

109/1

48

408

444

45

735

842

1193

294

1185

177/2

780

889/1

218

1791

845

636

7

147

244

177

1211

2068

1895

1950

1956

184

208

1886

1183

26

2060

9

125

2054

45

261

804

1143

187

1232

182

1163

182

856

1874

1670

210/1

1687

141

209

2062

160

41

881

1184

2002

249/1

1955

1043

180

47

302

1632

1054

2089/1

849

1897

11542076

413

193

50

64/2

83/1

195

848

860

1979

1960

1162

858

882/1

37

884/1

820

1888

1224

48

295

1048

208

1211

406

893

1051

920

857

175

249/2

1160/1

412

1612/2

643/2

52

821

645

1800

749

1064/1

1583

249/4

114/1

74

237

2047

1789

1633

255/1

945

1637

1635

1588

420

62

914

805

177/1

240

816

1892

2066

916

19

67

415

95

728

223

73

106

1064/1

220

34

78

27

1582

726

292

1186

1977

216

1973

118

211

1067

866

17

1930

1154

1796

809

745

779

1225

729

731

1923

172

817

69

912

1203

1142

1174

742

1948

188

1148

1940

1238

844

15

822

1904

1905

136

1219

222

1196

1246

827

800

10

795

75

1062

1933

33/1

885

1250

65

253

231

818

1222

883

1214

739

218

1642

1240

813

923

875

116761

1175

1942

2051

290

879

807

19

1149

162

1187

410

1792

1137

306

1142

66/1

938

804

1145

2054

811

1042

964

9797

214

1928

421.

803

409

2093

308

805

1169

404

1141

77/1

24 / 01

24 / 02

23 / 05

23 / 02

23 / 0323 / 01

22 / 07

22 / 01

23 / 04

09 / 02

22 / 05

22 / 02


JODHPUR

57

Legend

DRAINAGE

ROADS

KHASRA BOUNDARY

WATERSHED

AGRICULTURE

LAND WITH SCRUB

LAND WITHOUT SCRUB

RAIL

RIVER

ROAD

SANDY DESERTIC

SETTLEMENT

STONY WASTE/ BARREN ROCKY

WATERBODY

SCALE 1:10,000

LAND USE/ LAND COVER MAP



DISTRICT- JODHPUR




24 / 01

24 / 02

23 / 05

23 / 02

23 / 0323 / 01

22 / 07

22 / 01

23 / 04

09 / 02

22 / 05

22 / 02

22 / 07

22 / 05

22 / 0509 / 02


JODHPUR

Legend

WATERSHED

0-1%

1-3%

10-15%

15-35%

3-5%

35-50%

5-10%

>50%

SCALE 1:10,000

SLOP MAP



DISTRICT- JODHPUR


