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CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities required in the watershed project area with active participation of beneficiaries along with consultation of Watershed Committees (WCs). Approval of watershed project plan and DPR, s as been obtained from WC, Gram Sabha. The plan and DPR document of IWMP XV project, at P.S. Asind District Bhilwara is technically sound, viable and appropriate for implementation during the period 2011-12 to 2017-18. We recommend that this plan be sanctioned and put to implementation. Signature Signature Signature Signature Signature Signature Chairman/ Secretary WC WDT members Junior Engineer P.S. Asind Assistant Engineer & PIA P.S. Asind Project Manager,WCDC Distt. Bhilwara Sh. Badri Lal Kumawat Sh. Chotu Lal Meghwanshi Sh. Umesh Sharma

Transcript of Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE...

Page 1: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

CERTIFICATE

Certified that the undersigned have proposed the appropriate and need based activities

required in the watershed project area with active participation of beneficiaries along with

consultation of Watershed Committees (WCs). Approval of watershed project plan and DPR, s as

been obtained from WC, Gram Sabha. The plan and DPR document of IWMP XV project, at P.S.

Asind District Bhilwara is technically sound, viable and appropriate for implementation during the

period 2011-12 to 2017-18.

We recommend that this plan be sanctioned and put to implementation.

Signature Signature Signature Signature Signature Signature

Chairman/ Secretary

WC WDT members Junior

Engineer

P.S. Asind

Assistant

Engineer & PIA

P.S. Asind

Project

Manager,WCDC

Distt. Bhilwara

Sh. Badri Lal Kumawat

Sh. Chotu Lal Meghwanshi

Sh. Umesh Sharma

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GOVERNMENT OF RAJASTHAN

RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT (WATERSHED DEVELOPMENT & SOIL CONSERVATION)

NAME OF PROJECT : IWMP XV

EFFECTIVE AREA OF PROJECT : 5346 Ha

COST /HA : 12000/-

COST OF PROJECT : 641. 52 Lacks

BLOCK : ASIND

DISTRICT : BHILWARA

PIA

ASSISTANT ENGINEER

W.D. & S.C., P.S. - ASIND

PROJECT MANAGER,

WCDC W.D. & S.C.,

DISTRICT - BHILWARA

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Detail of Project 1. Name of Project : IWMP XV

2. Sanction No. & date of Project : F.18 (I-51) WDSC/ IWMP/ 2011-12/ 4800-5087/ 5-8-12

3. Macro & Micro Nos : 4/9, 4/10, 4/11, 4/12, 4/13, 5/1, 7/1, 8/1

4. Deviation from Project Sanctioned :

Items As per Project Sanctioned As proposed in DPR

Project Name No. Of Gram Panchyat No. of Village No. Of Gram Panchyat No. of Village

IWMP XV 9 21 9 22

Items As per Project Sanctioned As proposed in DPR

Project Area 5346 Ha 5346 Ha

Macro/Micro No 4/9, 4/10, 4/11, 4/12, 4/13, 5/1, 7/1,

8/1

4/9, 4/10, 4/11, 4/12, 4/13, 5/1, 7/1,

8/1

Name of Gram Panchayats

Antali. Jagpura, Darawat, Bhadsi,

Para, Sangramgarh, Akarsada,

Shambhugarh, Parasoli

Parasoli, Para, Akadsada, Jagpura,

Shambhugarh, Sangramgarh, Antali,

Bhadsi, Jetgarh

Name of Villages

Antali, Gajsinghpura, Raghunathpura

(A), Rayra, Jagpura, Darawat,

Gopalpura, Raghunathpura (B),

Kemria, Balapura, Akadsada, Para,

Indrapura, Dola Ka Kheda,

Sangramgarh, Pratappura,

Gulabpura, Jainagar, Parasoli, Hatan,

Kasiya

Parasoli, Para, Jhardu khera,

Akadsada, Balapura, Indrapura,

Jagpura, Jeewar, Gajshingh pura,

Raghunathpura, Shambhugarh, Jai

nagar, Dulhepura, Sangramgarh,

Raghunathgarh, Antali, Bharni,

Bhadsi, Kansya, Kemriya, Parto ka

chora, Jetgarh,

Project Cost (Rs in Lakhs) 641. 52 Lacks 641. 52 Lacks

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DPR TEMPLATE

Index S.No Topics Page no.

1 Chapter

1 Location 6

2 General Features of watershed (Cost and Area details) 6

3 Climatic and Hydrological information 7

4 Other Development Schemes in the project area 9

5 Details of infrastructure in the project areas 9

6 Institutional arrangements (WCDC, PIA, WDT, WC) 11

2 Chapter Basic Data, Analysis and Scope

7 1.1 Demography Details 21

8 1.2 Development Indicators 27

9 1.3 Land use 27

10 1.4 Agriculture status and Productivity Gap Analysis 29

11 1.5 Horticulture/Vegetable/Floriculture status 31

12 1.6 Land holding pattern 32

13 1.7 Livestock status With Per Capita Production 33

14 1.8 Fodder status 33

15 1.9 Farm Implements 34

16 1.10 NREGS Status 34

17 1.11 Migration details 35

18 1.12 Livelihood Details. 35

19 1.13 Existing SHG 36

20 1.14 Ground Water details 37

21 1.15 Drinking Water Status 37

22 1.16 Water use efficiency 38

23 1.17 Slope details 38

24 1.18 Water Budgeting 38

25 1.19 Soil Details 39

26 1.20 Soil erosion status 40

3 Chapter Proposed Development Plan 41

4 Chapter Activity wise Total Abstract of cost 55

5 Chapter Annual Action Plan 57

27 1.21 Project fund

28 1.22 Convergence Plan

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6 Chapter Project outcomes 60

7 Technical designs and estimates for proposed activities 62

8 Enclosures 63

29 8 .1 Maps

30 8.2 Documents of Agreements:

31 Proceedings of gram sabha for EPA approval

32 Proceedings of gram sabha Resolution for committee constitution

33 Documents related to PRA exercise

34 Proceedings of gram sabha for DPR approval

35 Proceedings of Panchayat Samiti General body for DPR approval

95136 Proceedings of Zila Parishad Standing Committee for DPR approval

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CHAPTER – I

INTRODUCTION

Location.

IWMP Asind Project is located in Asind Block, of Bhilwara district. The project area is between the

latitudes 74010’0”E to 74035’0” E and 25030’0” N to 2600’0” N longitudes. It is at a distance of 8 km

from its Block head quarters and 60 Kms from the district head quarters. There are 22 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) IWMP XV

(a) Name of Catchment Banas

(b) Name of watershed area(local name) IWMP XV

© Project Area 5346 Ha

(d) Net treatable Area 5346 Ha

e) Cost of Project 641. 52 Lacks

f) Cost/hectare 12000/-

g) Year of Sanction 2011-12

h) Watershed Code 07090409 to 07090413, 07090501, 07090701 & 07090801

i) No. of Gram Panchayats in project area 9 No.

j) No. of villages in project area 22 No.

k) Type of Project other

l) Elevation (metres) 400 M. To 420 M.

m) Major streams 16 Km

n) Slope range (%) 0-3%

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Macro/micro Name of Gram Panchayat

Name of Villages Covered

Census code of villages

Total Area Of Village

Area in W/S

4/13, 7/1 Parasoli Parasoli 02787900 807 587 Total 807 587

4/9, 4/13 Para Para 02787700 1183 878 4/9, 4/13 Jhardu khera 02785800 756 15

Total 1939 893 4/10, 4/11, 4/12 Akadsada Akadsada 02788500 1813 119 4/10, 4/11, 4/12 Balapura 02788400 429 200

Total 2242 319 4/9, 4/13, Jagpura Indrapura 02787800 86 86

4/10, 4/11, 4/13, 7/1 Jagpura 02788000 654 654 4/10, 7/1 Jeewar 02788100 320 170 4/10, 7/1 Gajshingh pura 02788600 160 160

4/9, 4/10, 4/11, 4/12, 4/13 Raghunathpura 02788300 248 210

Total 1468 1280 7/1, 8/1 Shambhugarh Shambhugarh 02789500 1650 25 4/10, 7/1 Jai nagar 02789400 229 154

4/10, 4/11, 4/12, 7/1 Dulhepura 02788200 700 216 Total 2579 395

4/10, 7/1, 8/1 Sangramgarh Sangramgarh 02788700 1412 533 4/10, 7/1, 8/1 Raghunathgarh 02788800 242 114

Total 1654 647 8/1 Antali Antali 02789000 1498 315

7/1, 8/1 Bharni 02789300 651 108 Total 2149 423

5/1 Bhadsi Bhadsi 02781800 1070 165 5/1 Kansya 02781700 162 112 5/1 Kemriya 02781600 36 35

Parto ka chora 02781500 123 99 Total 5689 1257 Jetgarh Jetgarh 390 Total 390

Total Area 11360 5346

The watershed falls in Agroclimatic Zone IV.The soil texture is silt Loam. The average rainfall is

48.2 cm. The temperatures in the area are in the range between 31-48 centigrade during summer

and 5-23 centigrade during winter. The major crops in the area are Maize, Urad, Moonge, Wheat,

Gram and Musterd, 53.47% land is under cultivation 5.48% land fallow, 46.52% land is wasteland.

14.51% land is irrigated through Well and Tube Well.

1876 No of households are BPL (28.94% households) 1490 are landless households

(22.98% households) and 4216 household are small and marginal farmers (65.04%household).

Average land holding in the area is 0.60 ha. 38.96% area is single cropped area and 14.51% is

double cropped. The main source of irrigation is well and Tube Well. The average annual rainfall

(10 years) in the area is 482 mm. The Major streams in the Watershed are 16 Km. The major

festivals in the village are Dashera, Deepawali & Holi. At present these village are having 27102

no. populations with Communities like SC, ST, Gurjar, Meena, Khati, Lohar, Choudary and Other.

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1. Climatic and Hydrological information

Year Average Annual Rainfall(mm) 1 2003 321 2 2004 524 3 2005 580 4 2006 528 5 2007 391 6 2008 328 7 2009 425 8 2010 569 9 2011 568

10 2012 588 Total 4822 Av. = 482 mm

2. Average Monthly rainfall (last ten years)

Year JUNE JULY AUG SEPT 1 2001 40.00 180.00 140.00 70.00 2 2002 36.00 140.00 95.00 45.00

3 2003 22.00 110.00 90.00 65.00

4 2004 23.00 162.00 256.00 34.00 5 2005 34.00 196.00 57.00 203.00

6 2006 39.00 118.00 254.00 28.00

7 2007 97.00 192.00 79.00 45.00 8 2008 95.00 158.00 83.00 54.00

9 2009 19.00 204.00 147.00 0.00

10 2010 1.00 101.00 115.00 99.00

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i) 15 minute duration 33

ii) 30 minute duration 60

iii) 60 minute duration 72

3. Temperature (Degree C)

Season Max Min i) Summer Season 48 31

ii) Winter Season 23 5

iii) Rainy Season 38 17

4. Potential Evaporation Transpiration (PET) (mm/day)

Season PET

i) Summer 15

ii) Winter 5

iii) Rainy 8

5. Runoff

i) Peak Rate (cum/hr) 1784960 cum/hr

ii) Total run off volume of rainy season (ha.m.)

5 years 10 years In-Year

iii) Time of return of maximum flood 0 0 0

iv)Periodicity of Drought in village area Yes Yes No

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 MNREGS Z.P.Bhilwara CVH 1184 111.296 2 MNREGS Z.P.Bhilwara Farm Pond 43 32.938 3 MNREGS Z.P.Bhilwara pjkxkg fodkl 178 141.857 4 MNREGS Z.P.Bhilwara Open Contour Trench 238 24.038 5 MNREGS Z.P.Bhilwara Road Side Plantation 5 6.100 6 ANIMAL HUSBANDRY Z.P.Bhilwara eqxhZikyu 39 58.500

7 FISHARIES DEPTT. Z.P.Bhilwara eNyh ikyu 7 35.000

8 SOCIAL WALFAIR Z.P.Bhilwara mPp f’k{kk 192 19.200

9 RUDSET/ILFS Z.P.Bhilwara rduhdh izf’k{k.k 296 29.600

10 SOCIAL WALFAIR Z.P.Bhilwara lkekftd lgk;rk 254 8.890 11 ANIMAL HUSBANDRY Z.P.Bhilwara A.H.CAMP 90 21.600 12 HORTICULTURE Z.P.Bhilwara Qynkj ikS/kkjksi.k 29 8.700 13 MNREGS Z.P.Bhilwara df"k Hkwfe (cvh Pro.)sc/st/BPL Alu 543 11.403

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14 MNREGS Z.P.Bhilwara df"k Hkwfe (cvh Pro.) Other Alu 1265 26.565 15 OTHERS Z.P.Bhilwara tSfod ckM+ 162 22.891 16 HORTICULTURE Z.P.Bhilwara Qwyksa dh [ksrh 34 7.344 17 HORTICULTURE Z.P.Bhilwara elkyk [ksrh 8 1.678 18 HORTICULTURE Z.P.Bhilwara vkS"k/kh;k ikSa/kksa dh [ksrh 5 0.675

19 MNREGS Z.P.Bhilwara ulZjh LFkkiuk (25000 Forest Plant/- Family) 6 1.500

20 AGRICULTURE Z.P.Bhilwara ftIle ls Hkwfe lq/kkj 263 1.657 21 AGRICULTURE Z.P.Bhilwara flapkbZ gsrq ikbZi ykbZu 159 23.850 22 AGRICULTURE Z.P.Bhilwara fLaizDyj flLVe 56 22.680 23 AGRICULTURE Z.P.Bhilwara fMªi flapkbZ ;kstuk 79 29.862 24 AGRICULTURE Z.P.Bhilwara df"k ;a= ¼Lis;j½ 235 11.750 25 AGRICULTURE Z.P.Bhilwara ikS/k laj{k.k ;a= 241 2.410 26 MNREGS Z.P.Bhilwara uhe mRiknu 18 0.090 27 HORTICULTURE Z.P.Bhilwara ckal mRiknu 15 1.080

Total 663.154

Details of infrastructure in the project areas

Parameters Status

(i) No. of villages connected to the main road by an all-weather road 22 No.

(ii) No. of villages provided with electricity 22 No.

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

(iv)

No. of educational institutions : (P) 27 No.

(S) 9 No.

(HS) 5 No.

(VI) 0 No. Primary(P)/ Secondary(S)/ Higher Secondary(HS)/

vocational institution(VI)

(v) No. of villages with access to Primary Health Centre 9 No.

(vi) No. of villages with access to Veterinary Dispensary 9 No.

(vii) No. of villages with access to Post Office 9 No.

(viii) No. of villages with access to Banks 2 No.

(ix) No. of villages with access to Markets/ mandis 1 No.

(x) No. of villages with access to Agro-industries 0 No.

(xi) Total quantity of surplus milk 5138 Lit.

(xii)

No. of milk collection centres (U)

0 No.

(S)

9 No.

(PA)

0 No.

(O)

0 No. (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))

(xiii) No. of villages with access to Anganwadi Centre 9 No.

(xiv) Any other facilities with no. of villages (please specify) Rajeeev Gandhi Seva Kendra

(xv) Nearest KVK Bhilwara

(xvi) cooperative society 9 No.

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(xvii) NGOs 1 No.

(xviii) Credit institutions

(i) Bank 4 No.

(ii) Cooperative Society 9 No.

(xix) Agro Service Centre's 0 No.

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

PIA particulars

WDT Particulars:

2 3

S.No Particulars Details of WCDC

1. PM ,WCDC Sh. Ghanshyam Dad

2. Address with contact no., website Zila Parisad Bhilwara

3. Telephone 01482-239398

4. Fax ----

5. E-mail [email protected]

1 2 3

S.No Particulars Details of PIA

6. Name of PIA Sh. Gopal Lal Tailor

7. Address with contact no., website

8. Telephone 99833-24189, 01480-220108

9. Fax

10. E-mail [email protected]

[email protected]

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 Sh. Badri Lal Kumawat M 22 B.Sc.

(Agriculture) 3 Days in Jaipur

(Running) Agriculture Works Agriculture extension work

2 Sh. Chotu Lal Meghwanshi M 28 12th

Veterinary 1 Years in Jaipur Veterinary

Dovelopment Works

Veterinary science

3 Sh. Umesh Sharma M 30 M.A. Sociology 1 Years in Iuprs Social Works Social Scientist

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF

/ BF Name of UG/SHG Educational

qualification

1

San

gram

garh

13/1

2/20

12

President / Sarpanch Smt. Rupa Devi w/o Ashok Sahu F OBC MF Jai Bharti SHG B.A.

2 Secretary Sh. Mahaveer Parshad s/o Nathulal Pareek M GEN MF Krashi Yogya Bhumi

Group 12th

3 Member Sh. Debi Singh s/o Kalyan Singh Chundawat M GEN BF Krashi Yogya Bhumi

Group 8th

4 Sh. Rajesh Kumar s/o Madan lal Solnki M OBC SF Nala Upchar Work

Group 12th

5 Sh. Ramlal s/o Laduram Gurjar M OBC MF PashuPalan Group Educated

6 Smt. Kachari Devi w/o Narayan Bhil F ST SF PashuPalan Group Educated

7 Smt. Mamta Devi w/o Surendra ranka F GEN SF Shiv Shakti SHG 8th

8 Smt. Pani Devi w/o Choga lal Regar F SC SF Akrashi Yogya Bhumi Group Educated

9 Smt. Laxmi Devi w/o Dinesh Kumar Sahu F OBC SF Jai Bharti SHG 8th

10 Smt. Madhu Devi w/o Dinesh Purohit F GEN SF Laxmi SHG 8th

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF

/ BF Name of UG/SHG Educational

qualification

1

Par

a

11/1

2/20

12

President / Sarpanch Smt. Dali Devi w/o Roopa Balai F SC MF Pabuji SHG Educated

2 Secretary Sh. Prem Prakash Meghwanshi M SC MF 12th

3 Member Sh. Jethu s/o Ganesh Kumhar M OBC SF Krashi Yogya Bhumi Group 8th

4 Sh. Madhu s/o Balu Sain M OBC SF Akrashi Yogya Bhumi Group 5th

5 Sh. Madhu s/o Choga Gurjar M OBC MF Nala Upchar Work Group 5th

6 Sh.Jagdish s/o Narayan Balai M SC MF PashuPalan Group 8th

7 Sh. Lalu s/o Balu Bhil M ST SF Bagwani Work Group 8th

8 Smt. Ladu Devi w/o Anopa Gurjar F OBC MF Dev Narayan SHG Uneducated

9 Smt. Bhali Devi w/o Ganpat Lal Gurjar F OBC MF Educated

10 Smt. Ladi w/o Bhairu Bhil F ST SF Tejaji SHG Uneducated

11 Smt.Rupi w/o Nagji Balai F SC SF Pabuji SHG Educated

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Jaitg

arh

12/1

2/20

12

President / Sarpanch Smt. Seeta Devi Gurjar F OBC MF Krashi Yogya Bhumi

Group Educated

2 Secretary Sh. Durga Lal Dholi M SC MF Krashi Yogya Bhumi Group 12th

3 Member Sh. Heera s/o Balu Gurjar M OBC MF Nala Upchar Work Group Educated

4 Sh. Dayaram ji Gurjar M OBC MF 10th

5 Sh. Ram Ratan Jat M OBC SF Krashi Yogya Bhumi Group Educated

6 Sh. Sambhu lal Gurjar M OBC MF Krashi Yogya Bhumi Group 8th

7 Sh. Lala s/o Gokal Gurjar M OBC MF 10th

8 Sh. Panna s/o Balu Gurjar M OBC MF Sawai Bhoj SHG Educated

9 Sh. Phula s/o Sambhu Lal Gurjar M OBC MF Educated

10 Sh. Balu s/o Jai Dev Gurjar M OBC MF PashuPalan Group 12th

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Bha

dsi

10/1

2/20

12

President / Sarpanch Sh. Heera Singh Rawat M OBC MF Krashi Yogya Bhumi

Group 10th

2 Secretary Sh. Raju Singh Rawat M OBC MF B.A.

3 Member Sh. Banna Singh M GEN MF Nala Upchar Work Group 5th

4 Smt. Geeta w/o Puran Singh F GEN MF 8th

5 Smt. Premi w/o Puran Singh F GEN MF Nala Upchar Work Group 3th

6 Smt. Damni Devi w/o Maan Singh F GEN MF Nala Upchar Work Group Educated

7 Smt. Pani Devi w/o Veer Bhan Singh F GEN MF PashuPalan Group Educated

8 Sh. Kishan Lal Bhil M ST SF Charagah Vikas Group 5th

9 Smt. Kamla Devi w/o Debi Lal Harijan F SC SF Charagah Vikas Group Uneducated

10 Sh. Surendra Kumar Mourya M SC SF Charagah Vikas Group 12th

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Jagp

ura

14/1

2/20

12

President / Sarpanch Smt. Preetam Rana F GEN MF 9th

2 Secretary Sh. Ajad Mohammad M OBC SF B.A.

3 Member Smt. Debi w/o Bahktwar Gurjar F OBC MF Nala Upchar Work Group Educated

4 Sh. Laxman s/o Kesu Balai M SC SF Krashi Yogya Bhumi Group Educated

5 Smt. Amba w/o Jetu Gurjar F OBC MF Akrashi Yogya Bhumi Group 8th

6 Sh. Ramdev s/o Unkar Balai M SC SF PashuPalan Group 8th

7 Sh. Makbul s/o Jaan Mohammad M OBC SF PashuPalan Group Educated

8 Sh. Bhagwat s/o Kesar Singh M GEN MF Devnarayan SHG 8th

9 Sh. Uday s/o Maan Singh M GEN MF Laxmi SHG 8th

10 Smt. Hanja w/o Khaman Gurjar F OBC MF Durga SHG Educated

11 Sh. Uda s/o Bahktwar Gurjar M OBC MF Gaytri Gurjar Educated

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Par

asol

i

12/1

2/20

12

President / Sarpanch

Smt. Shanti Devi w/o Gopal Lal Kumawat F OBC MF 5th

2 Secretary Sh. Gopesh w/o Sohan Lal Maru M SC SF 12th

3 Member Smt. Jawara w/o Dhula Kumawat F OBC MF Krashi Yogya Bhumi Group 5th

4 Sh. Prahalad s/o Shambhu Lal Dholi M SC SF Akrashi Yogya Bhumi Group 12th

5 Sh. Teju s/o Souram Bhil M ST SF Nala Upchar Work Group Educated

6 Sh. Gopal Lal s/o Balu Kumawat M OBC MF PashuPalan Group 8th

7 Sh. Sampat Lal s/o Magna Kumawat M OBC MF Bagwani Work Group 8th

8 Smt. Bhagwati w/o Satyanarayan Maru F SC SF Sarswati SHG Educated

9 Smt. Nousar w/o Ladu Kumawat F OBC SF Jhanshi Rani SHG Uneducated

10 Smt. Sohni w/o Heera Bhil F ST SF Balaji SHG Uneducated

11 Smt. Gaytri w/o Gopesh Maru F SC SF Jai Hanuman SHG educated

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Sha

mbh

u G

arh

15/1

2/20

12

President / Sarpanch Smt. Shanta Devi w/o Nathu lal Sen F OBC MF 6th

2 Secretary Sh. Dharmi Chnd s/o Fateh Lal Sindhi M OBC MF 10th

3 Member Sh. Balu Ram s/o Ramchandra Sharma M GEN MF Krashi Yogya Bhumi

Group 10th

4 Sh. Goutam Chandra s/o Fateh Lal Sancheti M GEN MF Akrashi Yogya

Bhumi Group B.A.

5 Sh. Kalu s/o Deva Bhil M ST SF Nala Upchar Work Group Educated

6 Smt. Prem Devi w/o Jawari Khatik F SC SF PashuPalan Group Educated

7 Sh. Amarchand s/o Khema Regar M SC SF Bagwani Work Group Educated

8 Smt. Maya Devi w/o Mitu Lal Gusai F OBC SF Vaibhav Laxmi SHG 7th

9 Smt. Lali w/o Gopal Sharma F GEN SF Alka SHG Educated

10 Smt. Dali w/o Laxman Teli F OBC SF Durga SHG Educated

11 Sh. Jassu s/o Shankar Bhil M ST SF Sarswati SHG Educated

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Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

Aka

rsad

a

12/1

1/20

12

President / Sarpanch Smt. Nani Devi w/o Nand Ram Khatik F SC MF Educated

2 Secretary Sh. Mahaveer s/o Chunni Lal Sharma M GEN MF 12th

3 Member Sh. Hasti Mal s/o Hagami Lal Ranka M GEN MF SHG 12th

4 Sh. Rameshwar Lal s/o Sohan Lal Sharma M GEN MF SHG 10th

5 Sh. Kedar Mal s/o Sh. Devi Lal Sharma M GEN MF SHG 12th

6 Smt. Parsi Devi w/o Debi Lal Bhil F ST SF SHG Uneducated

7 Smt. Kamla w/o Shree Ram Bhil F ST SF UG Uneducated

8 Smt. Chandri w/o Sawra Bhil F ST SF UG

Uneducated

9 Smt. Sayri w/o Dalu Regar F SC SF UG Uneducated

10 Smt. Kamla w/o Banshi Lal Khatik F SC SF UG

Uneducated

11 Sh. Harlal s/o Tejmal Gurjar M SBC SF UG

8th

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Details of Watershed Committees (WC

S.N.

Name of WCs

Date of Gram

Sabha for WC

Designation Name M/F SC/ST/OBC/Gene

ral

Landless/MF/SF/

BF Name of UG/SHG Educational

qualification

1

AN

TALI

12/1

1/20

12

President / Sarpanch SH. PRAMRAJ MEHATA M GEN MF 11th

2 Secretary SH. CHOTU LAL KUMHAR M OBC MF 12th

3 Member SH. GOPAL JAT M OBC MF Bagwani Work Group 10th

4 SH. KALU KUMHAR M OBC MF PashuPalan Group Educated

5 SH. HAJARI JAT M OBC MF Educated

6 SH. BHERU SINGH BHATI M GEN MF 10th

7 SMT. LILA DEVI KHATIK F SC SC Educated

8 SH. GANESH LAL RAGER M SC SC Nala Upchar Work Group 5th

9 SMT. LILA DEVI BHIL F ST SC Educated

10 SH. KALU RAM BHIL M ST SC Akrashi Yogya Bhumi Group Educated

11 SH. RAM LAL SHARMA M GEN SC Krashi Yogya Bhumi Group B.A.

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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. 2859 ha land

is arable & 2487 wasteland and 309 ha is fallow can be brought under cultivation.

776 ha is only irrigated and with efforts this can be increased to 815. 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)

134430 Quintal fodder scarcity can be met out through Pasture development .Improved animal

Husbandry practices can increase the productivity of livestock. 4750 no of persons migrate due to

lack of employment at village level, 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.

1. Soil Erosion

Soil of Asind is moderately to severely erode mainly by rivers and nallahs, mostly during the rainy

months. Besides, stagnation of water has given rise to the problem of salinity and alkalinity.

2. socio-Demographic Profile

The project area consists of a total

population of 27102 with nearly

15.48% of the population belonging to

the Scheduled Caste and 9.44% of

the population Scheduled Tribe

communities. The sex ratio in the area

is 959. The area has a low level of

literacy of 38.08% as compared to

60.40% at the State level. With the

female literacy rate being a mere

11.37%, the status of literacy in the

area is one of the indicators of the

deplorable plight of the women in the

area.

Table 3: Demographic Profile of Asind Project Area POPULATION

Total population 27102

Male Population (%) 51.05

Female Population (%) 48.95

Sex ratio (female per thousand males) 959

% Population of Scheduled Caste 15.48

% Population of Scheduled Tribe 9.44

Literacy rate Total (percent) 38.08

Literacy rate male (percent) 26.71

Literacy rate female (percent) 11.37

Source: Government of Rajasthan and Census of India

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Figure 2: Mean Income from different sources Source: Baseline Survey (2012)

3. Livelihood Profile

Agriculture and animal husbandry have been central to the livelihoods of the people living in this

area. Frequent occurrences of drought in the recent years has however, increased the

vulnerability of the farming communities. Increased pressure on land, decline in the productivity of

agricultural land combined with shrinking of forests and common pasture land has threatened the

viability of farming as a primary livelihood option in the area.

Only 45% of the income is derived from farming and the people have to resort to other options for

sustaining their families. Low levels of literacy, absence of programmes for developing skills

particularly in the non-farm sector and limited

access to basic infrastructural facilities and

services has impinged on the people’s right to

choose the best livelihood option. Migration can be

seen as a prominent phenomenon

with nearly 17% of the income coming from

migration. Launch of MGNERGA has helped in

generating employment in the area with about

15% of the income of the people being derived

from working on MGNREGA sites.

4. Agriculture

Land and water resources have been the key drivers of farm based production systems which

form the predominant source of livelihoods of the people in this area. The area is characterized by

land based economy. Land has also been crucial in defining the social and political relations of the

people in the area. 23% of the households are landless while 60% are small and marginal farmers.

With very low landholdings and subject to vagaries of nature agriculture remains a high risk-low

input-low output activity.

The area mostly has sandy loam to clay loam soil where the percolation of water ranges from

good to medium. Most of the soil is calcareous while in some patches, saline and alkaline soil is

also found. The soil is moderately to severely eroded mainly by rivers and nallahs. Substitution of

organic fertilizer with chemical fertilizer has further worsened the soil quality. The nature of

agriculture and farming practices is also strongly conditioned by the availability of water. Depletion

in the surface as well as ground water resources has adversely affected agriculture. Some of the

villages in the area have access to canal and tank irrigation; wells are the most common source of

irrigation. The farmers mostly use engine to draw water for irrigation from wells. Besides, flood

irrigation is a common practice that can be found in the area.

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Kharif is the main cropping season in the area. Major cereals grown during Kharif include maize,

bajra and jowar. Crop production during Rabi remains limited to such farmlands which have

access to irrigation. Wheat is the main cereal crop grown during Rabi. Besides cereal crops,

pulses, fodder crops like rajka and oilseeds such as groundnut and mustard are also cultivated in

the area. Over the years, the agricultural practices have undergone a remarkable change in the

area. Besides the traditional plough, tractors are also being increasingly used. Chemical fertilizer

is used intensively. The types of seeds, pesticide and fertilizer across the different villages in the

area are detailed in the tables below:

S.No

General Use of quantity by Farmer Recommended by Agriculture Deptt.

Name of crop

Seed sowing kg/Ha

Fertilizer Seed sowing kg/Ha

Fertilizer Remarks.

Uriya DAP Potas Uriya DAP Potas

1 Wheat 153 50 32 - 100 - 120 80 40 20

2 Chana 124 - - - 75 - 80 15 25 - 3 Sarso 8 38 18 - 4. - 5 60 40 -

4 maize 35 79 34 - 20 - 25 100-120 50 40

5 Urad 36 30 31 17 15 - 20 50 30 30 6 Moonge 40 33 33 20 15 - 20 50 30 30 7 Cotton 22 45 22 - 15 - 18 50 25 -

8 Ground nut 98 - 46 - 80 -

100 20 60 30

9 Til 8 - - 12 3. - 4 20 10 10 10 Bajra 9 50 23 - 4. - 5 90 30 -

Reasons for low productivity:-

A. Due to high seed rate for showing of crop Instead of recommended seed rate.

B. Use of local variety of seeds.

C. Duration intensity of Rainfall is enough below high the avaivelity.

D. Lack of availability of good Quality seeds & Fertilizer is not available proper time.

E. Method of showing is not proper.

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5. Livestock

Agriculture supplemented with livestock keeping forms the basis of sustenance for the farmers in

this area. Crop residue and grazing provides fodder and forage to livestock. Livestock keeping on

the other hand acts as a drought power and source of energy, nutrition and manure. The symbiotic

relation between the two systems is clearly visible and change in one has a direct impact on the

other. As per the baseline survey, livestock rearing contributes 20% of the income of the people in

the area.

The livestock composition shows that smaller ruminants are more than the larger ruminants.

However, the number of cows is much higher than other animals in the area. Degradation of

common grazing lands and frequent occurrences of drought in the recent years has raised serious

questions pertaining to fodder security in the area. Loss of vegetative cover as a result of high

degrees of soil erosion and overgrazing has adversely affected the productivity of these common

grazing lands. Changes in the cropping pattern along with the substitution of organic fertilizer with

chemical fertilizer reduced the fertility of the soil as well as the quality of fodder available from crop

residue. Further, frequent occurrences of drought leading to crop failure also affected the fodder

availability from crop residue which has increased the pressure on the already overexploited

common grazing land. The factors mentioned above have not only led to a decline in the

productivity of the livestock but have also increased instances of distress sale of livestock.

S.No Name of Animal Av. milk production

(Lit. per day)

Actual milk production (Lit.

per day)

Remarks.

1 Cow Indigenous 2 - 3 4 - 5

2 Cow Hybrid 7 - 8 10 - 12

3 Buffalo 5 - 6 12 - 15

Reasons for gap in milk production

A. Deficiency of vitamin and minerals.

B. Lack of management and awareness.

C. Lack of health treatment in proper way.

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5. Migration

In an economy which largely demands skilled manpower, lack of skill enhancement opportunities is an added disadvantage for the people in this area. Most of the people in the area who have resorted to non-farm employment end up as daily wage earners in the nearby cities. The ones who migrate to cities have to leave their families back in the village as their earning in the city is not able to substitute returns from farm but only supplement it. As per the baseline survey, about 17.52% of the Population in the area migrate. Migration to cities and towns is usually in mining and quarrying, construction and in some small trading and manufacturing work.

Table 10: Households Migrating

Total

Population

No of Person

Migration Parasoli 918 161 Para 1784 313 Jhardu khera 1100 193 Akadsada 3068 538 Balapura 1191 209 Indrapura 324 57 Jagpura 473 83 Jeewar 907 159 Gajshingh pura 322 57 Raghunathpura 978 171 Shambhugarh 2628 461 Jai nagar 874 153 Dulhepura 746 131 Sangramgarh 2730 477 Raghunathgarh 720 126 Antali 3838 673 Bharni 1430 251 Bhadsi 1970 345 Kansya 335 59 Kemriya 124 22 Parto ka chora 91 16 Jetgarh 551 95

Total 27102 4750

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Base Line Survey Format for IWMP MIS website Project Name : IWMP-XV Total Geographical Area of Project (Lakh Hectares) : 0.05346 Treatable Area 0.05346 Ha. : : Wasteland (Lakh Hectares) 0.02487 Rainfed Agricultural

Land (Lakh Hectares) 0.02653

Total Cropped Area (Lakh Hectares)

0.02859 Net Sown Area (Lakh Hectares)

0.02550

Total no. of Water Storage Structure

18 Total No. of Water Extracting Units

1708

Total storage capacity of water storage structures (cubic meters)

95760

No. of Household 6482 No. SC 1004 ST 612

Others 4866

Total Population of the project Area

27102 No. of Household of Landless people

1490

Total no. of BPL Household 1876 No. of Small Farmer’s Household

982

No. of person-days of Seasonal Migration

4750 no. - 300 days No. of Marginal Farmer’s Household

2884

Depth of Ground Water (meters) below Ground level Pre- monsoon 16.80 Post-monsoon 15.50

No. of person-days of Seasonal Migration

4750 no. - 300 days

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CHAPTER – II Socio economic Features, Problems and Scope Table 2.1 Population & Household Details:

Total Population Male Female Total SC ST 13835 13267 27102 4198 2559

Household Details BPL

household L. Less Small

Farmer M.

Farmer Total

household SC household ST household 1876 1490 982 2884 6482 1004 612

Table 2.2 Development indicators

S. No. Development Indicators State Project Area 1 Per capita income (Rs.) 16260 13800 2 Poverty ratio 0.22 28.94 3 Literacy (%) 0.604 0.38 4 Sex Ratio 921 959 5 infant mortality rate 331 338 6 Maternal mortality ratio 60 68

The above table indicates (poor, average, good) socio economic conditions.

Table 2.3 Land Use

Land Use Total area in Ha.

Private Panchayat Government Community Total Agriculture Land 2859 0 0 0 2859 Temporary fallow 309 0 0 0 309 Permanent Fallow 159 767 1561 0 2487 Cultivated Rainfed 2083 0 0 0 2083 Cultivated irrigated 776 0 0 0 776 Net Sown Area 2550 0 0 0 2550 Net Area sown more than once 776 0 0 0 776

Forest Land 0 0 0 0 0 Waste Land 159 767 1561 0 2487 Pastures 0 767 0 0 232 Others 0 0 0 0 0

The project area has 309 ha of cultivable wasteland . 159 ha of fallow land (total 5346 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 14.51%

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2487 ha. (46.52% of the project area)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 767 hectare pasture land (14.34%).

This emphasizes the need for taking up pastureland development works through sowing of

promising species of grasses and plantation

The table 2.4.b shows that only 776 ha is (14.51%) 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 2083 Area under Double crop 776 Area under Multiple crop 0

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

Cropping Status

S No. Season Crop sown Rainfed Irrigated Total

Varieties Area (ha)

Production (kg/ha)

Productivity (kg/ha)

Area (ha)

Production (kg/ha)

Productivity (kg/ha)

Area (ha)

Production (kg/ha)

1 Kharif Maize Mukta / NK-30 / Seed tek 950 1558000 1640 0 0 0 950 1558000

Udad TAU-1 88 33440 380 0 0 0 88 33440

Mungfali MNG-10 25 31000 1240 0 0 0 25 31000

Cotton RG-5 115 31625 275 0 0 0 115 31625

Jwar 15 / Amarnath 2000 132 90420

685 0 0 0 132 90420

Moonge RNG-902 148 53280 360 0 0 0 148 53280

2 Rabi Wheat Lokman / 3077 0 0 0 412 1133000 2750 412 1133000

Gram Dabahed Yellow 0 0 0 85 72420 852 85 72420

Mustard Pionear Highbrid / T-59 / Poosa Von

0 0 0 174 198360 1140 174 198360

3 Zaid 0 0 0 0 0 0 0 0 0 0

Total 1458 671 2129 3201545

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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 Local varieties on show in table of each crop. Whereas the recommended

varieties on show in table will increase the yield of crop.

Name of the crop

India Highest Average Yield in

Rajasthan

District Project Area Deficiency in productivity comparison with District

Wheat 2619 2837 2892 2750 142 Gram 808 622 873 852 21

Mustered 1177 1121 1177 1140 37 Maize 1258 1433 1687 1640 47 Bajra 802 767 977 0 0 Urad 387 413 358 380 22

Moonge 317 362 364 360 4 Rice 1710 1650 0 0 0

Ground nut 1650 1533 1204 1240 36 Cotton 362 342 232 275 43 Jwar 552 541 679 685 6

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S. N. Name of Crop varieties of Crop

(Farmers are using)

varieties of Crop

(Can Increase of Production)

1 Wheat Lokman 3077 / 1482 / 4037

2 Gram Dabahed Yellow 888 / RAG / 636

3 Mustered Pionear Highbrid / T-59 / Poosa Von Bio-902 / T-59

4 Maize Mukta / NK-30 / Seed tek Ganga-5 / Navjyot / Kanchan

5 Bajra Pioneer Hybrid

6 Urad TAU-1 Barkha / T-9

7 Moonge RNG-902 K-851 / ML-337 / Poosa Baisakhi

8 Til Pratap C-50 RT-46 / RT-27/ TC-25

9 Ground nut MNG-10 AK-1224 / KL-24

10 Cotton RG-5 BT Cotton / Bikanery Narma

11 Jwar 15 / Amarnath 2000 HPB-1 / HPB-2 / CSS-49

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(14.51% is irrigated table)

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 Production

Horticulture 2.5 Neebu Kagji Kagji Beeju 30 Kg/ Plant 0.25 Papaya Honey Due Taiwan 40 Kg/ Plant 7.80 Anar Vegetables 0 0 0 0 0 Floriculture 0 0 0 0 0 Medicinal Plants 0 0 0 0 0

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Table 2.6 Land holding Pattern in project area

Type of Farmer

Total Households

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

Irrigated (source) Rainfed

Pvt. Waste land

Total General SC ST OBC BPL

(i)Large farmer 777 197 529 40 766 101 119 72 474 0

(ii) Small farmer 1331 205 549 42 796 105 123 75 493 0

(iii) Marginal farmer 2884 374 1005 77 1456 192 226 137 901 0

(iv) Landless person

1490 0 0 0 0 0 0 0 0 0

(V)No. of BPL households

1876 0 0 0 0 0 0 0 0 0

Total 6482 776 2083 159 3018 398 468 284 1868 0

42.12% land holdings belong to small and marginal farmers who own 74.61% of total cultivated area.

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, and 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

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material and often results in untimely supply. Hence nursery development activity can be promoted in

the 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) Equ. cow

units

Dry matter requirement per day ( 7Kg per

animal.) Kilogram

Total requirement per year in

Qt.

1 Cows Indigenous 3358 6045 23506 85797 Hybrid 1607 6748 11249 41059

2 Buffaloes 2586 7760 18102 66072 3 Goat 2123 0 1061 7427 27109 4 Sheep 1399 0 699 4893 17859 5 Ox & Bull 444 0 3108 11344 6 Poultry 0 0 NA 0 0 7 Piggery 0 0 NA 0 0

Total 11517 20553 68285 249240 In spite of the large number of livestock, production is less hence increase in productivity across all

species, is a major challenge. To enhance production of unproductive cattle and improve the

productivity following activities will be taken up:-

,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 3018 2 Production of Green fodder Quintal/year 76860

3 Production of Dry fodder Quintal/year 0

4 Area under Pastures Ha 767

5 Production of fodder Quintal/year 37950

6 Existing area under Fuel wood Ha 0

7 Supplementary feed Kgs/ day 0

8 Silage Pits No 0

9 Availability of fodder quintals 114810

10 Deficiency/excess of fodder quintals 134430

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The table above shows there is fodder deficiency (Requirement is 249240 and availability 114810)

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 ----% land holdings belong to small and

marginal farmers of total cultivated area 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.

S. No Implements Nos. 1 Tractor 207 2 Sprayers-manual/ power 292 / 4 3 Cultivators/Harrows 163 / 93 4 Seed drill 114 5 Any Other (Trally) 192

S.n. Gram Panchayat Name of village Total No .of job cards

Employment Status

Activity taken up so far

1 Parasoli Parasoli 1128 959

Apna khet-Apna kam yojna, Gravel Road,

Earthen Dam,Pasture Dovelpment Work.

2 Para Para 781 648 3 Jhardu khera 423 351 4 Akadsada Akadsada 911 747 5 Balapura 307 258 6 Jagpura Indrapura 85 69 7 Jagpura 907 771 8 Jeewar 370 315 9 Gajshingh pura 91 76 10 Raghunathpura 221 186 11 Shambhugarh Shambhugarh 1053 885 12 Jai nagar 278 228 13 Dulhepura 171 142 14 Sangramgarh Sangramgarh 582 489 15 Raghunathgarh 211 171 16 Antali Antali 979 803 17 Bharni 330 271 18 Bhadsi Bhadsi 552 458 19 Kansya 67 56 20 Kemriya 25 21 21 Parto ka chora 7 6 22 Jetgarh Jetgarh 610 512

Total 10089 8422

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Table 2.11 Migration Details

Name of village

No. of persons migratin

g

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)

Parasoli 161

10 Month Employment 700 Km

Service in private

industries at Bhilwara H.Q.

0.60 Lac per year

Para 313 Jhardu khera 193

Akadsada 538 Balapura 209 Indrapura 57 Jagpura 83 Jeewar 159

Gajshingh pura 57 Raghunathpura 171 Shambhugarh 461

Jai nagar 153 Dulhepura 131

Sangramgarh 477 Raghunathgarh 126

Antali 673 Bharni 251 Bhadsi 345 Kansya 59 Kemriya 22

Parto ka chora 16 Jetgarh 95 Total 4750

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.

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 3898 0.60-0.70 Lac per year Dairying 258 0.36-0.40 Lac per year Poultry 2 0.25-0.30 Lac per year Piggery 0 0 Landless Agri. Laborers 2324 0.30-0.35 Lac per year

Table 2.12(b)Major activities (Off Farm)

Name of activity Households/individuals Average annual income from the Artisans 0 0.25-0.30 Lack per year Carpenter 24 0.35-0.40 Lack per year Blacksmith 12 0.50-0.60 Lack per year Leather Craft 4 0.40-0.45 Lack per year Porter 7 0.40-0.45 Lack per year Mason 236 0.60-0.70 Lack per year Others specify (Cycle Repair ,STD,Craft etc)

12 0.50-0.60 Lack per year

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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 Jai Bharti SHG Sangramgarh

11 - 550 1100 - - -

2 Shiv-Shakti SHG Sangramgarh

11 - 550 1100 - - -

3 Laxmi SHG Sangramgarh 10 - 500 1000 - - -

4 Jai Bajrang Bali SHG Sangramgarh

10 - 500 1000 - - -

5 Tejaji SHG Para 10 - 500 1000 - - -

6 Pabu Ji SHG Para 10 - 500 1000 - - -

7 Balaji SHG Para 9 - 450 900 - - -

8 Devnarayan SHG Para 10 - 500 1000 - - -

9 Devnarayan SHG Jetgarh 10 - 500 1000 - - -

10 Sawai Bhoj SHG Jetgarh 10 - 500 1000 - - -

11 Pabu Ji SHG Jetgarh 10 - 500 1000 - - -

12 Tejaji SHG Jetgarh 11 - 550 1100 - - -

13 Jai Bajrang SHG Bhadsi 10 - 500 1000 - - -

14 Gaytri SHG Bhadsi 10 - 500 1000 - - -

15 Maa Durga SHG Bhadsi 10 - 500 1000 - - -

16 Jai Hanuman SHG Bhadsi 10 - 500 1000 - - -

17 Devnarayan SHG Jagpura 10 - 500 1000 - - -

18 Laxmi SHG Jagpura 10 - 500 1000 - - -

19 Durga SHG Jagpura 10 - 500 1000 - - -

20 Gaytri SHG Jagpura 10 - 500 1000 - - -

21 Sarswati SHG Parasoli 10 - 500 1000 - - -

22 Jhansi Rani SHG Parasoli 10 - 500 1000 - - -

23 Jai Hanuman SHG Parasoli 10 - 500 1000 - - -

24 Balaji SHG Parasoli 11 - 550 1100 - - -

25 Vaibhav Laxmi SHG Shambhugarh

10 - 500 1000 - - -

26 Alka SHG Shambhugarh 10 - 500 1000 - - -

27 Durga SHG Shambhugarh 10 - 500 1000 - - -

28 Sarswati SHG Shambhugarh

11 - 550 1100 - - -

29 Jagrti -1 SHG 10 - 500 1000 - - -

30 SHG Akarsada 10 - 500 1000 - - -

31 Jagrti -2 SHG 10 - 500 1000 - - -

32 SHG Antali 10 - 500 1000 - - - The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance

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II. Technical Features Table 2.14 Ground Water S.No Source No. Functional

depth Dry Area

irrigated Water availability (days)

i) Dug wells 1480 60-65 ft. 770 646 180-240 ii) Shallow tube wells 72 150-220 ft 34 0 240-270 iii) Pumping sets 260 120-200 ft 0 0 240-270 iv) Deep Tube Wells 156 90-100 Ft. 59 130 240-270 Total 1968 863 776

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 Parasoli 27530 17895 3 2 0 1

2 Para 53524 34255 2 2 0 0

3 Jhardu khera 32998 19799 3 2 0 1

4 Akadsada 92045 60749 3 2 0 1

5 Balapura 35734 23227 2 2 0 0

6 Indrapura 9721 6221 2 2 0 0

7 Jagpura 14179 9216 3 2 0 1

8 Jeewar 27218 17691 2 2 0 0

9 Gajshingh pura 9674 6095 3 3 0 0

10 Raghunathpura 29327 18183 3 2 0 1

11 Shambhugarh 78846 49673 3 2 0 1

12 Jai nagar 26229 17049 3 2 0 1

13 Dulhepura 22379 14323 3 3 0 0

14 Sangramgarh 81891 52410 2 2 0 0

15 Raghunathgarh 21593 13172 4 3 0 1

16 Antali 115150 69090 4 3 0 1

17 Bharni 42906 27889 2 2 0 0

18 Bhadsi 59089 38408 4 3 0 1

19 Kansya 10056 6436 2 2 0 0

20 Kemriya 3715 2341 2 2 0 0

21 Parto ka chora 2736 1696 4 3 0 1

22 Jetgarh 16521 10078 3 3 0 0

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Table 2.16 Water Use efficiency

Name of major crop

Area (Hectare) through water

saving devices(Drip/Spri

nklers)

through water conserving agronomic practices#

Any other (pl. specify) Total

Wheat 7 11 PVC Pipe

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% 4759 2 3 to 8% 318 3 8 to 25% 269 4 > 25% 0

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 2.18 Water Budgeting Good Catchments – Normally a funnel shaped catchment in hilly terrain with less vegetation. Average Catchment – Catchment in the plains where there is no dense growth of vegetation. Bad Catchment – Catchment with dense growth of vegetation & highly permeable top soil & sub soil. Total available runoff(cum) use Stranges table Rain fall 482 mm

Type of Catchment

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

Total Runoff in cum

Good 1850 660.25 1221462.5 Average 1265 494.00 624910

Bad 2231 327.75 731210.25 Total 5346 2577582.75

Runoff trapped in existing structures S.No. Name No. Storage Capacity (cum)

i) WHS(earthen) 14 28016 ii) Khadin/Talab 4 67744 iii) Farm Ponds 0 0 iv) Tanka 0 0 v) Anicuts 0 0 Total 18 95760

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Runoff to beTrapped in proposed structures: S.No. Name No. Storage Capacity (cum)

i) WHS(earthen) 0 0 ii) Khadin/Talab 0 0 iii) Farm Ponds 25 12500 iv) Tanka 0 0 v) Medium Masonary Chech-Dam 2 7550 vi) Small Masonary Chech-Dam 29 4750 Total 56 24800

% Runoff trapped = total runoff trapped x100/ Total available runoff = 4.68% cum. Height of all the structures proposed is between 0.60 metre to 1.50 metre. There is no structures whose water impounding height is more than 2 metre. Table 2.19 Soil details Soil Profile S.No. Major Soil Classes Area in hectares

1 Fine loam 960 2 Silt loam 2825 3 Degraded 1561

Soil Depth : B Depth (Cms.) Area in hectares

1 0.00 to 7.50 1915 2 7.50 to 45.00 3431 3 > 45.00 0

C Soil fertility Status Kg/ha Recommended N 127 100 Kg/Ha P 17.9 25.0 Kg/Ha K 182 350 Kg /Ha Micronutrients PPM Magnet

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

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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 4285

121 15.25 b Rill 675 c Gully 386

Sub-Total 5346 Wind erosion Total for project 121 15.25

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 (For Flat Land watershed projects) 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.

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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 4/9, 4/10, 4/11, 4/12, 4/13, 5/1, 7/1, 8/1 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.

S.11.4no Name of the Gram Panchayat Date on which Grama Sabha approved EPA

1 Parasoli 12/12/2012

2 Para 11/12/2012

3 Akadsada 12/11/2012

4 Jagpura 14/12/2012

5 Shambhugarh 15/12/2012

6 Sangramgarh 15/12/2012

7 Antali 12/11/2012

8 Bhadsi 10/12/2012

9 Jetgarh 12/12/2012

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1 4 5 6 7 8 9 10 11

S. No.

Names of village

Amount earmarked

for EPA Entry Point Activities planned Estimated

cost Expenditure

incurred Balance Expecte

d outcome

Actual outcome

1 Parasoli 2.8176 1. eksT;k eaxjh esa V~;wcosy] eksVj o is;ty Vadh fuekZ.k 2.8176 0 2.8176

Avaible of

drinking

water in

proper way.

Will be furnished after

completion of work.

2 Para 4.2864

1. 'e'kku ?kkV pkj fnokjh fuekZ.k 2. 'e'kku ?kkV pkj fnokjh fuekZ.k 3. lkSj mtkZ ykbZV LFkkiuk >jMw [ksMk

4.2864 0 4.2864

3 Akadsada 1.5312 1. 'e’kku ?kkV pkj fnokjh fuekZ.k 1.5312 0 1.5312 4

Jagpura 6.144

1. Lkhlh eaxjh pkSjkgk iu?kV ij fctyh dusD’ku 2. Ldwy eas gS.Miai ij iu?kV fuekZ.k xtflagiqjk 3. 'e’kku ?kkV pkj fnokjh fuekZ.k 4. 'e’kku ?kkV fuekZ.k j?kqukFkiqjk

6.144 0 6.144

5 Shambhugarh 1.896 1. 'kaHkwx<+ esa ikbi ykbZu 1.896 0 1.896 6

Sangramgarh 3.1056 1. 'e'kku ?kkV ij is;ty Vadh o i'kq [ksyh fuekZ.k 2. 'e'kku ?kkV Vhu 'ksM fuekZ.k Hkxokuiqjk 3. gS.Miai fuekZ.k 'e’kku ?kkV ij j?kqukFkx<+

3.1056 0 3.1056

7 Antali 2.0304 1. 'e'kku ?kkV pkj fnokjh fuekZ.k 2.0304 0 2.0304 8

Bhadsi 1.9776 1. izk-fo- esa o"kkZ ty lja{k.k <kapk fuekZ.k twuhHkknlh 2. izk- fo- esa o"kkZ ty lja{k.k <kapk fuekZ.k dkaL;k 3. iapk;r Hkou ds ckgj lkSj mtkZ ykbZV Hkknlh

1.9776 0 1.9776

9 Jetgarh 1.872 1. is;ty Vadh fuekZ.k ¼th-,y-vkj-½ HkS:[ksM+k 2. is;ty Vadh fuekZ.k ¼th-,y-vkj-½y{ehth dk [ksM+k 1.872 0 1.872

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

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

1 Parasoli 10 /01/ 2013

2 Para 11 /01/ 2013 3 Akadsada 12 /01/ 2013 4 Jagpura 13 /01/ 2013 5 Shambhugarh 15 /01/ 2013 6 Sangramgarh 16 /01/ 2013 7 Antali 17 /01/ 2013 8 Bhadsi 18 /01/ 2013 9 Jetgarh 19 /01/ 2013

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 1-6-2012 to 31-12-2012 period covering all the

households and primary data on demography, Land holdings, Employment status, Community

activities etc. was collected as mentioned in chapter 2.

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.CAPACITY BUILDING Table- List of approved Training Institutes@ for Capacity Building in the project area 1 2 3 4 5 6 7 8

S. No.

Name of Stakeholders

Name of the Training Institute

Full Address with contact no., website & e-mail

Name & Designation of the

Head of Institute

Type of Institute#

Area(s) of specializatio

n$

Accredita-tion details

1 PIAs IGPRS Jaipur / ([email protected]) Director IGPRS Jaipur GOR W/S

NIRD Jaipur Course Cordinator Chaupal NIRM Jaipur

GOI GIS Base

2 WDTs PRTC Ajmer/ IGPRS Jaipur / SAMTI Jaipur

Training Cordinator PTC Ajmer/ State Agriculture Management Institute, Durgapur, Director- SAMI Jaipur

Cordinator PTC Ajmer, Director SAMI Jaipur

GOR

w/s development

works

K.V.K. / Arjiya / Bhilwara Dairy

M.D. Bhilwara Dairy/ Senior Scientist K.V.K. Bhilwara/ Senior Scientist Arjiya

M.D. Bhilwara Dairy Research Institutes

3 UGs Rajeev Gandhi seva Kendra on Gram panchayat

Gram Panchayat Head Quarter Gram Panchayat Head Quarter

GOR

4 SHGs Rajeev Gandhi seva Kendra on Gram panchayat

GOR

5 WCs Rajeev Gandhi seva Kendra on Gram panchayat

GOR

6 GPs Rajeev Gandhi seva Kendra on Gram panchayat

GOR

7 Community Rajeev Gandhi seva Kendra on Gram panchayat

GOR

8 PM/SLNA NIRD Director General, NIRD Rajendra Nagar, Hyedrabad, Pin-500030

Director General Hyedrabad

GOI

# Central govt. Dept./ State govt. Dept./ Autonomous Body/ Research Institutes/ Universities/ Others (pl. specify) $ Capacity Building/ Agriculture/ Horticulture/ Animal Husbandry/ Pisciculture/ Remote Sensing/ Water conservation/ Ground water/ Forestry/

livelihoods/ entrepreneurship development/ others (pl. specify) @ The training institutes must fulfil the conditions mentioned in the operations guidelines.

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Table- Capacity Building activitie s in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.

IWMP-XV ASIND Table- Capacity Bulding activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.

1 2 3 4 5 6 S. No. Project Stackholders Total No.

of Persons

Total No. of

Training

Rate per Trainning

UNIT Total Am No. of Person to be trained during project period

No. of Training to be organized during project period

No. of Person days to be trained during project period

I Year

II Year

III Year

IV Year

V Year

Total I Year

II Year

III Year

IV Year

V Year

Total I Year

II Year

III Year

IV Year

V Year

Total

A State level trainning

1 PIAs (2X5300=10600) 3 days

2 11 10600 No 1.166 4 4 4 4 6 22 2 2 2 2 3 11 12 12 12 12 18 66

2 WDTs(4X5300=21200) 3 days

4 15 21200 No 3.180 8 12 16 8 16 60 2 3 4 2 4 15 24 36 48 24 48 180

B Disst. level trainning

1 PIAs (2X5600=11200) 4 days

2 11 11200 No 1.232 4 4 6 4 4 22 2 2 3 2 2 11 16 16 24 16 16 88

2 WDTs(4X5600=22400) 4 days

4 12 22400 No 2.762 8 12 16 0 12 48 2 3 4 0 3 12 32 48 64 0 48 192

Total WCDC 49 8.340 24 32 42 16 38 152 8 10 13 6 12 49 84 112 148 52 130 526

3 Ugs (one days) 30 12 6800 No 0.816 60 120 120 30 30 360 2 4 4 1 1 12 60 120 480 30 30 720 4 SHGs 151 x 3=453 (one

days) 30 15 6800 No 1.020 30 30 50 10 30 150 3 3 5 1 3 15 30 30 250 10 90 410

5 WCs (one days) 30 11 6800 No 0.748 60 120 120 30 0 330 2 4 4 1 11 60 120 480 30 0 690 6 GPs (one days) 30 12 6800 No 0.816 60 120 120 30 30 360 2 4 4 1 1 12 60 120 480 30 30 720 7 Community (one days) 30 10 6800 No 0.680 60 150 90 0 0 300 2 5 3 10 60 150 270 0 0 480

8 EXPOSURE TOUR (INTER STATE) 6 days

50 3 150000 No 4.500 0 50 50 50 0 150 1 1 1 3 0 300 300 300 0 900

9 EXPOSURE TOUR (OUTER STATE) 6 days

50 4 210500 No 8.420 0 200 0 0 0 200 4 0 4 0 1200 0 0 0 1200

Total PIA C PM/SLNA

(6X5300=31800) 6 1 31800 No 0.3208 0 6 0 0 0 6 0 1 0 0 0 1 0 6 0 0 0 6

11 TOTAL PHYSICAL 1 0 6 0 0 0 6 0 1 0 0 0 1 0 6 0 0 0 6

12 TOTAL FINANCIAL 0.321 2.06 13.34 5.15 2.63 2.48

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641.52 IWMP-XV ASIND

Total Budget

Table- Capacity Bulding activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.

S.

No. Project Stackholders

Total No. of

Persons

Total No. of

Training

Rate per Trainning

UNIT Total Am

Year wise Amount vifergation

Lacks I Year II Year III Year IV Year V Year Total

WCDC 8.3398

A State level trainning Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

1 PIAs (2X5300=10600) 3 days 2 11 10600 No 1.166 2 0.212 2 0.212 2 0.212 2 0.212 3 0.318 11 1.166

2 WDTs(4X5300=21200) 3 days 4 15 21200 No 3.180 2 0.424 3 0.636 4 0.848 2 0.424 4 0.848 15 3.18

B Disst. level trainning 0

1 PIAs (2X5600=11200) 4 days 2 11 11200 No 1.232 2 0.224 2 0.224 3 0.336 2 0.224 2 0.224 11 1.232

2 WDTs(4X5600=22400) 4 days 4 12 22400 No 2.762 2 0.448 3 0.672 4 0.896 0 0 3 0.746 12 2.762

0.000 Total WCDC 12 49 8.340 8 1.308 10 1.744 13 2.292 6 0.860 12 2.136 49 8.340

PIA 17.00

3 Ugs (one days) 30 12 6800 No 0.816 2 0.14 4 0.272 4 0.272 1 0.068 1 0.068 12 0.816

4 SHGs 151 x 3=453 (one days) 30 15 6800 No 1.020 3 0.20 3 0.204 5 0.34 1 0.068 3 0.204 15 1.02

5 WCs (one days) 30 11 6800 No 0.748 2 0.14 4 0.272 4 0.272 1 0.068 0 11 0.748

6 GPs (one days) 30 12 6800 No 0.816 2 0.14 4 0.272 4 0.272 1 0.068 1 0.068 12 0.816

7 Community (one days) 30 10 6800 No 0.680 2 0.14 5 0.34 3 0.204 0 0 10 0.68

8 EXPOSURE TOUR (INTER STATE) 6 days

50 3 150000 No 4.500 0 1 1.500 1 1.5 1 1.5 0 3 4.500

9 EXPOSURE TOUR (OUTER STATE) 6 days

50 4 210500 No 8.420 0 4 8.420 0 0 0 0 4 8.42

0.000 Total 250 67 17.00

0 11 0.748 25 11.280 21 2.860 5 1.772 5 0.340 67 17.000

SLNA 0.3208

C PM/SLNA (6X5300=31800) 6 1 31800 No 0.320

8 0 0 1 0.3208 0 0 0 0 0.0000 1 0.3208

11 TOTAL PHYSICAL 117 11 26 21 5 5 68

25.661 12 TOTAL FINANCIAL 25.66

1 2.056 13.345 5.152 2.632 2.476 25.661

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Table-, Education & Communication (IEC) activities in the project area (1% of total Project cost.)

TOTAL AMOUNT 6.4152 IWMP-XV ASIND

1 2 3 4 5

S. No. Activity Executing

agency

allocation out of 1% of total Project cost

Allocation in Lacks

I Year II Year III Year

IV Year

V Year Total

1 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk POP / CLAY / WOOD / PLASTIC ls cuk gqvk ekWMyA MhLiys cksMZs@IysxDlh cksMZ@

PIA 0.96228 0.000 0.310 0.351 0.301 0.000 0.962

2 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks o izkfIr vkfn dks n’kkZrh gqbZ A PIA 0.32076 0.000 0.321 0.000 0.000 0.000 0.321

3 tyxzg.k fodkl laca/kh eqfnzr iEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA PIA 0.32076 0.000 0.321 0.000 0.000 0.000 0.321

4 Ukkjk ys[ku PIA 1.2830 0.516 0.767 0.000 0.000 0.000 1.283

5 lQyrk dh dgkuh;ksa dh ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa d"kdks ls lk{kjkrdkj @ okrkZ A PIA 1.28 0.000 0.300 0.000 0.340 0.640 1.280

6 lkaLdfrd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh @ uqDdM+ @ukVd dViqryh izn’kZu PIA 0.96228 0.000 0.502 0.460 0.000 0.000 0.962

7 jkf= xks"Bh@Hkw laj{k.k lIrkg @ psruk jSyh

PIA 1.2830 0.000 0.811 0.472 0.000 0.000 1.283

8 tyxzg.k fodkl dk lans’k nsus okys lkaLdfrd dk;ZØe

9 d"kd fnol dk vk;kstu ,oa {ks= Hkze.k fnol dk vk;kstu bR;kfn

dqy 1.00 6.4152 0.516 3.332 1.283 0.641 0.640 6.412

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P.D. COR LTD. JAIPUR 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 P.D. COR LTD. JAIPUR 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 ( in delineated watershed projects)

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-1).The GIS based intervention map, PRA based intervention map are

annexed as.

B) Livelihood Action Plan (LAP):

An awareness programme has been undertaken at Gram Sabha for communication & sensitization of

the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the funds under the

livelihood component. LAP has been prepared by the PIA in consultation with WDT, WC & the

members of SHG, SC/ST, women, landless/ asset less households. Details of funds available & their

utilisation are as under:

(i) Total project cost Rs. 641. 52 Lacks.

(ii) Funds available under livelihood component is 9% of total project cost= Rs. 57.737 Lacks.

(a) Seed money for SHGs as revolving fund = Rs. 36.237 Lacks.

(minimum 60% of livelihood component)

No. Of SHG to be formed 160 Nos.

No of persons (members) in SHGs 1600 Nos.

(b) Seed money for enterprising individuals = Rs 5.75 Lacks

(Minimum 10% of livelihood component)

No of persons identified as enterprising individuals 23 Nos.

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List of persons & Proposed Activities.

S.No Watershed Committee No. of Person Activity Proposed

1 Parasoli 16

1. Carpentary

2. Black Smith

3. Dairy

4. kumahari

5. Readymade

Garment

6. Stitching

2 Para 26

3 Akadsada 6

4 Jagpura 35

5 Shambhugarh 8

6 Sangramgarh 18

7 Antali 10

8 Bhadsi 10

9 Jetgarh 16

Total 145

(c) Funds for Enterprising SHG/Federations of SHG

(Maximum 30 % of livelihood activities)= Rs. 15.75 Lacks

The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to avail a

composite loan for undertaking major livelihood activities or to upscale activities as recommended by

the WC & approved by WCDC in consultation with line departments.

Details of enterprising SHG/federation are given below:

S.No. Watershed

Committee

No. of

SHG/

SHG

federation

Project

Name

Project Cost

in lacs

Grant in aid

50% of

project cost

or 2 lacs

whichever is

less

Bank loan

1 Parasoli 1 Dairy 4.50 1.75 2.75 2 Para 1 Dairy 4.50 1.75 2.75 3 Akadsada 1 Dairy 4.50 1.75 2.75 4 Jagpura 2 Dairy 9.00 3.50 5.50 5 Shambhugarh 1 Dairy 4.50 1.75 2.75 6 Sangramgarh 1 Dairy 4.50 1.75 2.75 7 Antali 1 Dairy 4.50 1.75 2.75 8 Bhadsi 1 Dairy 4.50 1.75 2.75 9 Jetgarh 0 Total 9 40.5 15.75 24.75

* Details of project activities can be prepared in coming years after formation of SHG federation or as

the case may be.

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C) Production Plan:

An awareness programme has been undertaken at Gram Sabha for communication & sensitization of

the target beneficiaries. Production System & micro enterprises Action Plan is pre-requisite for

availing the funds under the Production System & micro enterprises component. Production plan has

been prepared by the PIA in consultation with WDT, WC & the members of Users Group. Details of

funds available & their utilisation are as under:

(iii) Total project cost Rs. 641.52 Lacks.

(iv) Funds available under Production System & Micro enterprises component is 10% of total

project cost= Rs. 64.152 Lakh.

List of persons & Proposed Activities for production system

S.No No. of Person Activities Proposed

1 Crop Demonstration

1. Kharif

2. Rabi

3. Fodder

690 No. / 276 Ha

505 No. / 202

415 No. / 104 Ha

2 Agro forestry

1. CVH with Aluvira

CVH with Aluvira & Karonda

315 No / 265 Ha

12 No / 10 Ha

3 70 No / 26 Ha Horticulture

4 80 No. Nedap Compost

5 548 No. / 45 Ha Vegetable Kit

6 17 No. Vermi compost

(viii) Funds for Animal Husbandry activities 24.660 lacks.

Details of is Animal Husbandry activities given below:

Details of is Animal Husbandry activities given below:

S.No.

Name of Activity Quantity Unit cost

Total Cost

Project Convergance Project Convergance 1 A.I. 2160 0 0.0015 3.24 0 2 Animal

Husbandry Camp 0 90 0.24 0 21.60

3 Fodder Demos. 415 0 0.01 4.15 0 4 Manger 280 0 0.008 2.24 0

Total 2855 90 9.63 21.60

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Awareness Programme -Slogan Wall Painting,

Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana Rally

Broadcasting / Telecasting Film Show

Visit- intra/ inter/ out of State/ Abroad

Fortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.

Creation Of Disease Free Zone: Livestock’s health coverage

Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)

Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)

Distribution of mineral mixture. (Convergence with peer department)

Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.

Ensure Hygenic measures to check Zonosis.(DAH/ IWMP)

Construction of Animal Sheds with Manger and Portable Manger With accessories

Provision of Cattle Water Troughs.

Infertility Management: To ensure Livestock’s Productivity

Expansion of AI Coverage/ reduction in no.of infertile females.

PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENT

Breed Improvment: To ensure Livestock’s Productivity enhancement

A.I. (Convergence with peer department)

Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.

Registration of bulls (Convergence with peer department)

Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.

Financial Incentive to the Inseminator for Calf Borns.

Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva

An Assistance to control Malnutrition: Protein Supplementation

Feed & fodder production enhancement.

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ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating

outgoing liabilities as well as new projects which they wish to take during next financial years & will

submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of

Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While

preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased

changed rates will be applicable for preparing AAP & the effect of same can be met by converging

the remaining works with other schemes.

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Proposed Development Plan

Proposed Development Plan

(A) Preparatory phase activities capacity building trainings & EPA

Activity

Unit

Unit Cost

Parasoli Para Akadsada Jagpura Sambhugarh

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Admn.

Monitoring

Evaluation

EPA 2.818 2.818 0 0 4.286 4.286 0 0 1.531 1.531 0 0 6.144 6.144 0 0 1.896 1.896 0 0

I & CB

DPR

Total (A) 2.818 2.818 0 0 4.286 4.286 0 0 1.531 1.531 0 0 6.144 6.144 0 0 1.896 1.896 0 0

(B) Natural resource management (56%)

Conservation measures for arable land(private land)

Earthen Bund 0.6mh Ha 392.00 39.28 11.13 28.15 1.12 203.00 18.33 13.35 4.98 1.33 151.00 14.58 5.34 9.24 0.53 521.00 49.73 19.58 30.15 1.96 178.00 17.84 4.45 13.39 0.45

Earthen Bund 1.0mh Ha 5.00 1.39 1.39 0.00 0.14 10.00 2.77 2.77 0.00 0.28 4.00 1.11 1.11 0.00 0.11 10.00 2.77 2.77 0.00 0.28 5.00 1.39 1.39 0.00 0.14

Weste Weir No No 12.00 1.75 1.75 0.00 0.17 12.00 1.75 1.75 0.00 0.17 5.00 0.73 0.73 0.00 0.07 28.00 4.09 4.09 0.00 0.40 4.00 0.58 0.58 0.00 0.06

Tanka/Khet talai No 7.00 5.27 2.24 3.02 0.22 8.00 6.02 2.24 3.78 0.22 5.00 3.76 1.49 2.27 0.15 8.00 5.99 4.48 1.51 0.45 5.00 3.76 1.49 2.27 0.15 Bank Stabilisation/ Peripheral Bunds

KM 1.00 1.58 1.58 0.00 0.00 1.00 1.58 1.58 0.00 0.00 0.50 0.79 0.79 0.00 0.00 1.00 1.58 1.58 0.00 0.00 0.50 0.79 0.79 0.00 0.00

Weste Weir No No 2.00 0.34 0.34 0.00 0.00 2.00 0.34 0.34 0.00 0.00 1.00 0.17 0.17 0.00 0.00 3.00 0.51 0.51 0.00 0.00 1.00 0.17 0.17 0.00 0.00

Loose Stone Check Dam 10.00 0.25 0.25 0.00 0.00 20.00 0.50 0.50 0.00 0.00 20.00 0.50 0.50 0.00 0.00 20.00 0.50 0.50 0.00 0.00 9.00 0.23 0.23 0.00 0.00

Conservation measures for non arable land

Pasture Development (Govt.) Ha 50.00 39.37 15.46 23.91 0.00 50.00 38.89 30.92 7.97 0.00 30.00 23.62 9.28 14.35 0.00 50.00 38.65 38.65 0.00 0.00 50.00 39.37 15.46 23.91 0.00

Pasture Development (Pvt.) Ha 6.00 0.41 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.35 0.35 0.00 0.00 10.00 0.69 0.69 0.00 0.00 5.00 0.35 0.35 0.00 0.00

V - ditch Ha 50.00 5.03 0.99 4.04 0.00 50.00 5.00 2.67 2.32 0.00 50.00 5.05 0.00 5.05 0.00 50.00 4.97 3.96 1.01 0.00 50.00 5.05 0.00 5.05 0.00

Stegerd Trench Ha 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0.99 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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Water Harvesting Structure No 1.00 2.00 2.00 0.00 0.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Road Site Plantation KM 2.00 2.41 1.19 1.22 0.00 2.00 2.41 1.19 1.22 0.00 1.00 1.21 0.60 0.61 0.00 2.00 2.41 1.19 1.22 0.00 2.00 2.43 0.60 1.83 0.00

Drainage line treatment 0.00 0.00 0.00 0.00 0.00 0.00

MMS (Small Masonery Check Dam

No 2.00 0.72 0.72 0.00 0.00 2.00 0.69 0.69 0.00 0.00 3.00 1.09 1.09 0.00 0.00 3.00 1.07 1.07 0.00 0.00 3.00 1.05 1.05 0.00 0.00

WHS No 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 3.96 3.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total (B) 540.00 99.79 39.45 60.35 1.65 361.00 80.29 60.01 20.28 2.00 275.50 52.95 21.44 31.52 0.86 718.00 119.91 86.02 33.89 3.09 312.50 72.99 26.54 46.45 0.80

( C ) (C) Lively Hood Activities (9%)

Production measures for arable land

Revolving Fund to SHG (60% minimum) No 16.00 3.94 3.94 0.00 0.00 26.00 6.50 6.50 0.00 0.00 6.00 1.50 1.50 0.00 0.00 35.00 8.75 8.75 0.00 0.00 8.00 2.00 2.00 0.00 0.00

Enterprising invidual (10%Maximum)

No 2.00 0.50 0.50 0.00 0.00 5.00 1.25 1.25 0.00 0.00 1.00 0.25 0.25 0.00 0.00 6.00 1.50 1.50 0.00 0.00 2.00 0.50 0.50 0.00 0.00

SHG or federation of SHGs individual (30% minimum) No 1.00 1.75 1.75 0.00 0.00 1.00 1.75 1.75 0.00 0.00 1.00 1.75 1.75 0.00 0.00 2.00 3.50 3.50 0.00 0.00 1.00 1.75 1.75 0.00 0.00

Total (C) 19 6.19 6.19 0.0 0.0 32 9.5 9.5 0.0 0.0 8 3.5 3.5 0.0 0.0 43 13.75 13.75 0.0 0.0 11 4.25 4.25 0.0 0.0

(D) Production System activities (10%)

A.I. No 260.00 0.390 0.390 0.00 0.08 400.00 0.600 0.60 0.000 0.12 180.00 0.27 0.27 0.00 0.05 260.00 0.390 0.39 0.000 0.08 180.00 0.27 0.27 0.00 0.05

A.H. Camp No 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00

Manger No 35.00 0.280 0.280 0.00 0.06 40.00 0.32 0.32 0.00 0.06 40.00 0.32 0.32 0.00 0.06 40.00 0.32 0.32 0.00 0.06 20.00 0.16 0.16 0.00 0.03

Kharif No 0.00 2.28 2.28 0.00 0.46 0.00 2.94 2.94 0.00 0.59 0.00 1.35 1.35 0.00 0.27 0.00 3.23 3.23 0.00 0.65 0.00 1.82 1.82 0.00 0.36

Rabi No 0.00 1.65 1.65 0.00 0.33 0.00 2.10 2.10 0.00 0.42 0.00 0.75 0.75 0.00 0.15 0.00 3.34 3.34 0.00 0.67 0.00 0.89 0.89 0.00 0.18

Fodder No 45.00 0.45 0.45 0.00 0.09 50.00 0.50 0.50 0.00 0.10 35.00 0.35 0.35 0.00 0.07 75.00 0.75 0.75 0.00 0.15 40.00 0.40 0.40 0.00 0.08

Horticulture plantation Ha 2.00 1.08 0.48 0.60 0.10 3.00 1.92 0.72 1.20 0.14 1.00 0.54 0.24 0.30 0.05 8.00 4.92 1.92 3.00 0.38 2.00 1.08 0.48 0.60 0.10

Nedap Compost No 10.00 0.20 0.20 0.00 0.04 10.00 0.20 0.20 0.00 0.04 5.00 0.10 0.10 0.00 0.02 15.00 0.30 0.30 0.00 0.06 5.00 0.10 0.10 0.00 0.02

Vegetables No 67.00 0.67 0.67 0.00 0.13 102.00 1.02 1.02 0.00 0.20 25.00 0.25 0.25 0.00 0.05 87.00 0.87 0.87 0.00 0.17 42.00 0.42 0.42 0.00 0.08

Vermi compost No 1.00 0.24 0.24 0.00 0.05 2.00 0.48 0.48 0.00 0.10 0.00 0.00 0.00 0.00 0.00 5.00 1.20 1.20 0.00 0.24 0.00 0.00 0.00 0.00 0.00

poultry No 2.00 3.00 0.00 3.00 0.00 3.00 4.50 0.00 4.50 0.00 3.00 4.50 0.00 4.50 0.00 5.00 7.50 0.00 7.50 0.00 8.00 12.00 0.00 12.00 0.00

Alovira on Farm Bunding Ha 392.00 8.21 0.40 7.81 0.08 198.00 4.12 0.80 3.32 0.16 151.00 3.16 0.20 2.96 0.04 516.00 10.74 2.00 8.74 0.40 178.00 3.73 0.20 3.53 0.04

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Alovira + Karonda on Farm Bunding

Ha 0.00 0.00 0.00 0.00 0.00 5.00 1.04 1.04 0.00 0.21 0.00 0.00 0.00 0.00 0.00 5.00 1.04 1.04 0.00 0.21 0.00 0.00 0.00 0.00 0.00

Total (D) 824 20.85 7.04 13.81 1.42 823 22.14 10.72 11.42 2.14 450 13.99 3.83 10.16 0.76 1026 37 15.36 21.64 3.07 485 23.27 4.74 18.53 0.94

(E) Consolidation

Grand Total 1383.00 129.66 55.50 74.16 3.06 1216.0 116.21 84.51 31.69 4.15 733.50 71.97 30.30 41.68 1.63 1787.0 176.80 121.27 55.53 6.16 808.50 102.41 37.43 64.98 1.75

Proposed Development Plan

(A) Preparatory phase activities capacity building trainings & EPA

Activity

Unit

Unit Cost

Sangramgarh Antali Bhadsi Jetgarh Total

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Quantity

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Total Cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution

Admn. 64.152 64.152 0.000 0.000

Monitoring

6.415 6.415 0.000 0.000

Evaluation 6.415 6.415 0.000 0.000

EPA 3.106 3.106 0 0 2.03 2.03 0 0 1.978 1.978 0 0 1.872 1.872 0 0 25.661 25.661 0.000 0.000

I & CB 32.076 32.076 0.000 0.000

DPR 6.415 6.415 0.000 0.000

Total (A) 3.106 3.106 0 0 2.03 2.03 0 0 1.978 1.978 0 0 1.872 1.872 0 0 141.13

4 141.13

4 0.000 0.000

(B) Natural resource management (56%)

Conservation measures for arable land(private land)

Earthen Bund 0.6mh Ha 311.00 30.52 10.68 19.84 1.06 136.00 12.82 5.70 7.12 0.57 116.00 11.71 4.45 7.26 0.45 75.00 6.75 5.34 1.41 0.53 201.56 80.01 121.55 8.00

Earthen Bund 1.0mh Ha 5.00 1.39 1.39 0.00 0.14 4.00 1.11 1.11 0.00 0.11 10.00 2.77 2.77 0.00 0.28 5.00 1.39 1.39 0.00 0.14 16.07 16.07 0.00 1.62

Weste Weir No No 12.00 1.75 1.75 0.00 0.17 8.00 1.17 1.17 0.00 0.12 10.00 1.46 1.46 0.00 0.15 6.00 0.88 0.88 0.00 0.08 14.16 14.16 0.00 1.39

Tanka/Khet talai No 10.00 7.54 1.49 6.05 0.15 12.00 9.05 1.49 7.56 0.15 8.00 6.01 2.99 3.02 0.30 5.00 3.77 0.75 3.02 0.08 51.18 18.68 32.51 1.87

Bank Stabilisation/ Peripheral Bunds

KM 1.00 1.58 1.58 0.00 0.00 1.00 0.79 0.79 0.00 0.00 1.00 1.58 1.58 0.00 0.00 0.50 0.79 0.79 0.00 0.00 11.06 11.06 0.00 0.00

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Weste Weir No No 2.00 0.34 0.34 0.00 0.00 2.00 0.17 0.17 0.00 0.00 2.00 0.34 0.34 0.00 0.00 1.00 0.17 0.17 0.00 0.00 2.55 2.55 0.00 0.00

Loose Stone Check Dam 24.00 0.60 0.60 0.00 0.00 11.00 0.28 0.28 0.00 0.00 60.00 1.50 1.50 0.00 0.00 10.00 0.25 0.25 0.00 0.00 4.60 4.60 0.00 0.00

Conservation measures for non arable land

Pasture Development (Govt.) Ha 50.00 39.25 19.33 19.92 0.00 50.00 39.37 15.46 23.91 0.00 0.00 0.00 0.00 0.00 0.00 50.00 39.49 11.60 27.89 0.00 298.00 156.15 141.86 0.00

Pasture Development (Pvt.) Ha 13.00 0.90 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0.69 0.69 0.00 0.00 6.00 0.41 0.41 0.00 0.00 3.80 3.80 0.00 0.00

V - ditch Ha 50.00 5.00 2.48 2.53 0.00 20.00 2.02 0.00 2.02 0.00 0.00 0.00 0.00 0.00 0.00 30.00 3.01 0.99 2.02 0.00 35.13 11.09 24.04 0.00

Stegerd Trench Ha 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 2.97 2.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.96 3.96 0.00 0.00

Water Harvesting Structure No 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2.00 2.00 0.00 0.00 1.00 2.00 2.00 0.00 0.00 10.00 10.00 0.00 0.00

Road Site Plantation KM 1.00 1.19 1.19 0.00 0.00 1.00 1.19 1.19 0.00 0.00 1.00 1.19 1.19 0.00 0.00 0.50 0.60 0.60 0.00 0.00 15.03 8.93 6.10 0.00

Drainage line treatment 0.00

MMS (Small Masonery Check Dam

No 5.00 1.76 1.76 0.00 0.00 3.00 1.08 1.08 0.00 0.00 5.00 1.79 1.79 0.00 0.00 3.00 1.06 1.06 0.00 0.00 10.29 10.29 0.00 0.00

WHS No 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 3.96 3.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.92 7.92 0.00 0.00

Total (B) 484.00 91.82 43.48 48.34 1.52 248.00 69.04 28.43 40.61 0.95 255.00 37.97 27.69 10.28 1.18 193.00 60.55 26.21 34.35 0.83 685.31 359.25 326.06 12.88

( C ) (C) Lively Hood Activities (9%)

Production measures for arable land

Revolving Fund to SHG (60% minimum)

No 18.00 4.50 4.50 0.00 0.00 10.00 2.50 2.50 0.00 0.00 10.00 2.50 2.50 0.00 0.00 16.00 4.00 4.00 0.00 0.00 36.24 36.24 0.00 0.00

Enterprising invidual (10%Maximum)

No 3.00 0.75 0.75 0.00 0.00 2.00 0.50 0.50 0.00 0.00 1.00 0.25 0.25 0.00 0.00 1.00 0.25 0.25 0.00 0.00 5.75 5.75 0.00 0.00

SHG or federation of SHGs individual (30% minimum)

No 1.00 1.75 1.75 0.00 0.00 1.00 1.75 1.75 0.00 0.00 1.00 1.75 1.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.75 15.75 0.00 0.00

Total (C) 22 7 7 0.0 0.0 13 4.75 4.75 0.0 0.0 12 4.5 4.5 0.0 0.0 17 4.25 4.25 0.0 0.0 57.74 57.74 0.0 0.0

(D) Production System activities (10%)

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A.I. No 200.00 0.30 0.30 0.00 0.06 260.00 0.390 0.39 0.000 0.08 160.00 0.240 0.24 0.000 0.05 260.00 0.390 0.39 0.000 0.08 3.24 3.24 0.00 0.65

A.H. Camp No 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 10.00 2.40 0.00 2.40 0.00 21.60 0.00 21.60 0.00

Manger No 35.00 0.28 0.28 0.00 0.06 40.00 0.32 0.32 0.00 0.06 20.00 0.16 0.16 0.00 0.03 10.00 0.08 0.08 0.00 0.02 2.24 2.24 0.00 0.45

Kharif No 0.00 2.52 2.52 0.00 0.50 0.00 1.40 1.40 0.00 0.28 0.00 1.42 1.42 0.00 0.28 0.00 1.39 1.39 0.00 0.28 18.34 18.34 0.00 3.67

Rabi No 0.00 1.99 1.99 0.00 0.40 0.00 0.97 0.97 0.00 0.19 0.00 0.72 0.72 0.00 0.14 0.00 0.68 0.68 0.00 0.14 13.09 13.09 0.00 2.62

Fodder No 50.00 0.50 0.50 0.00 0.10 31.00 0.31 0.31 0.00 0.06 39.00 0.39 0.39 0.00 0.08 50.00 0.50 0.50 0.00 0.10 4.15 4.15 0.00 0.83

Horticulture plantation Ha 2.00 1.08 0.48 0.60 0.10 4.00 2.16 0.96 1.20 0.19 2.00 1.08 0.48 0.60 0.10 2.00 1.08 0.48 0.60 0.10 14.94 6.24 8.70 1.25

Nedap Compost No 10.00 0.20 0.20 0.00 0.04 10.00 0.20 0.20 0.00 0.04 10.00 0.20 0.20 0.00 0.04 5.00 0.10 0.10 0.00 0.02 1.60 1.60 0.00 0.32

Vegetables No 84.00 0.84 0.84 0.00 0.17 25.00 0.25 0.25 0.00 0.05 60.00 0.60 0.60 0.00 0.12 56.00 0.56 0.56 0.00 0.11 5.48 5.48 0.00 1.10

Vermi compost No 1.00 0.24 0.24 0.00 0.05 0.00 0.00 0.00 0.00 0.00 1.00 0.24 0.24 0.00 0.05 0.00 0.00 0.00 0.00 0.00 2.40 2.40 0.00 0.48

poultry No 5.00 7.50 0.00 7.50 0.00 5.00 7.50 0.00 7.50 0.00 6.00 9.00 0.00 9.00 0.00 2.00 3.00 0.00 3.00 0.00 58.50 0.00 58.50 0.00

Alovira on Farm Bunding Ha 311.00 6.51 0.42 6.09 0.08 136.00 2.84 0.28 2.56 0.06 116.00 2.41 0.50 1.91 0.10 75.00 1.55 0.50 1.05 0.10 43.27 5.30 37.97 1.06

Alovira + Karonda on Farm Bunding

Ha 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.07 2.07 0.00 0.41

Total (D) 708 24.36 7.77 16.59 1.56 521 18.74 5.08 13.66 1.01 424 18.86 4.95 13.91 0.99 470 11.73 4.68 7.05 0.95 190.92 64.15 126.77 12.84

(E) Consolidation 19.25 19.25

Grand Total 1214.0

0 126.28 61.35 64.93 3.07 782.00 94.55 40.28 54.27 1.97 691.00 63.30 39.11 24.20 2.17 680.00 78.41 37.01 41.40 1.76

1.094.354

641.53 452.82 25.71

Signatures Project Manager, WCDC

Distt. -------------------

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CHAPTER -I V Activity wise Total Abstract of cost

xfrfof/k dk uke

TOTAL TARGET From W/S Other Scheme Beneficiary

Contribution

Name of Other Scheme HkkSfrd

y{; ;wfuV w/s+

other HkkSfrd y{;

nj foRrh; y{;

HkkSfrd y{;

nj foRrh; y{;

iz'kklfud ykxr 64.152 64.152 0.000

eksfuVfjax 6.415 6.415 0.000 boksY;q'ku 6.415 6.415 0.000

izos'k fcUnq xfrfof/k 25.661 25.661 0.000

laLFkku o {kerk fuekZ.k 32.076 32.076 0.000

foLrr ifj;kstuk izfrosnu 6.415 6.415 0.000

mi;ksx 141.134 0 141.134 0 0.000

tyxzg.k fodkl dk;Z pj.k

df"k Hkwfe dk;Z ¼vflafpr½ 0.000 CVH(NRM) Ha.SC/ST/BPL 543 Ha 51.042 543 0.094 51.042 0.00 MNREGS

CVH(NRM) Ha.Other(0.6mH) 1540 Ha 140.265 899 0.089 80.011 641 0.094 60.254 8.00 MNREGS

Weste Weir No 97 No 14.162 97 0.146 14.162 0 0.000 1.39

Contour Bund 1 m Height 58 Ha 16.066 58 0.277 16.066 0 0.110 0.000 1.62 Farm Pond No. 68 No 51.613 25 0.747 18.675 43 0.766 32.938 1.87 MNREGS ¼vdf"k Hkwfe½

pjkxkg fodkl Ha. 380 Ha 298.003 202 0.773 156.146 178 0.797 141.857 0.00 MNREGS

pjkxkg fodkl Ha.(Private Farmer) 55 Ha 3.795 55 0.069 3.795 0 0.000 0.00

Nadi in P.D. Area & weste land 5 No 10.000 5 2.000 10.000 0 0.000 0.00

Open Contour Trench Ha 350 Ha 35.126 112 0.099 11.088 238 0.101 24.038 0.00 MNREGS Stegered Contour Trench Ha 40 Ha 3.960 40 0.099 3.960 0 0.101 0.000 0.00

Road Side Plantation 12.5 Km 15.025 7.5 1.190 8.925 5 1.220 6.100 0.00 MNREGS ukyk mipkj dk;Z Bank Stabelization 7.5 Km 11.060 7 1.580 11.060 1 0.000 0.000 0.00 MNREGS Weste Weir No 16 No 2.550 15 0.170 2.550 1 0.000 0.00 Loose Stone Check Dam 184 No 4.600 184 0.025 4.600 0 0.000 0.00 Small Masonery Check Dam 29 No 10.293 29 0.352 10.293 0 0.000 0.00 MNREGS

Medium Masonery Check Dam 2 No 7.920 2 3.960 7.920 0 0.000 0.00 MNREGS

mi;ksx 675.480 1738 359.251 1650 316.229 Lively Hood Activities Lo;a lgk;rk lewg (R/F.) 145 No 36.237 145 0.25 36.237 0 0.00 W/S R.F. to Indivisual enterencure 23 No 5.750 23 0.25 5.75 0 0.00 W/S

Grant in Add. to Fedration 9 No 15.750 9 1.75 15.75 0 0.000 0.00 W/S eqxhZikyu 39 No 58.500 0.000 39 1.50 58.500 0.00 ANIMAL

HUSBANDRY eNyh ikyu 7 No 35.000 0.000 7 5.00 35.000 0.00 FISHARIES

DEPTT. mPp f’k{kk 192 No 19.200 0.000 192 0.10 19.200 0.00 SOCIAL WALFAIR rduhdh izf’k{k.k 296 No 29.600 0.000 296 0.10 29.600 0.00 RUDSET/ILFS

lkekftd lgk;rk 254 No 8.890 0.000 254 0.04 8.890 0.00 SOCIAL WALFAIR i'kq chek ;kstuk No 0.000 0.000 0 0.004 0.000 0.00 ANIMAL

HUSBANDRY mi;ksx 208.927 57.737 151.190

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Production System Activities

A.I. 2160 No 3.240 2160 0.0015 3.240 0 0.0015 0.000 0.65 ANIMAL HUSBANDRY

A.H.CAMP 90 No 21.600 0 0.240 0.000 90 0.240 21.600 0.00 ANIMAL HUSBANDRY

Manger 280 No 2.240 280 0.008 2.240 0 0.000 0.45 [kjhQ No 18.342 690 18.342 0 3.67 jch No 13.090 505 13.090 0 2.62 pkjk izn'kZu 415 Ha 4.150 415 0.010 4.150 0 0.010 0.000 0.83 HORTICULTURE Qynkj ikS/kkjksi.k 28 Ha 14.940 26 0.240 6.240 29 0.300 8.700 1.25 HORTICULTURE oehZ dEiksLV 17 No 2.400 10 0.240 2.400 0 0.300 0.000 0.48 AGRICULTURE usMsi dEiksLV 80 No 1.600 80 0.020 1.600 0 0.020 0.000 0.32 MNREGS lCth fdVzl 548 No 5.480 548 0.010 5.480 0 0.020 0.000 1.10 HORTICULTURE df"k Hkwfe (cvh Pro.)sc/st/BPL Alu 543 Ha 11.403 543 0.021 11.403 0.00 MNREGS

df"k Hkwfe (cvh Pro.) Other Alu 1530 Ha 31.865 265 0.020 5.300 1265 0.021 26.565 1.06 MNREGS

df"k Hkwfe (cvh Pro.) Other Alu+Kar 10 Ha 2.070 10 0.207 2.070 0 0.210 0.000 0.41 MNREGS

tSfod ckM+ 146 Ha 22.891 145.8 0.157 22.891 0.00 OTHERS Qwyksa dh [ksrh 31 Ha 7.344 30.6 0.24 7.344 0.00 HORTICULTURE elkyk [ksrh 7 Ha 1.678 7.2 0.233 1.678 0.00 HORTICULTURE vkS"k/kh;k ikSa/kksa dh [ksrh 5 Ha 0.675 4.5 0.15 0.675 0.00 HORTICULTURE ulZjh LFkkiuk (25000 Forest Plant/- Family) 6 No 1.500 6 0.25 1.500 0.00 MNREGS

ftIle ls Hkwfe lq/kkj 237 Ha 1.657 237 0.007 1.657 0.00 AGRICULTURE flapkbZ gsrq ikbZi ykbZu 159 No 23.850 159 0.15 23.850 0.00 AGRICULTURE fLaizDyj flLVe 50 Ha 22.680 50 0.45 22.680 0.00 AGRICULTURE fMªi flapkbZ ;kstuk 71 Ha 29.862 71 0.42 29.862 0.00 AGRICULTURE df"k ;a= ¼Lis;j½ 235 No 11.750 235 0.05 11.750 0.00 AGRICULTURE ikS/k laj{k.k ;a= 241 No 2.410 241 0.01 2.410 0.00 AGRICULTURE uhe mRiknu 18 No 0.090 18 0.005 0.090 0.00 MNREGS xzhu gkml LFkkiuk 0 Ha 0.000 0 1.5 0.000 0.00 HORTICULTURE ckal mRiknu 14 Ha 1.080 14 0.08 1.080 0.00 HORTICULTURE

Total 259.886 64.152 195.734

dUlksfyM+s'ku pj.k 19.246 19.246

GRAND TOTAL 1304.67 641.52 663.15 25.72

*Tentative and will vary during execution according to beneficiary

Signatures Project Manager, WCDC

Distt. ------------------

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CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Project Fund

daz- la- xfrfof/k dk uke

o"kZokj ;kstuk dqy ;ksx

y{; 2011 - 12 2012 - 13 2013 - 14 2014 - 15 2015 - 16 2016 - 17 izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ NBoh o"kZ

izfr'kr ek=k nj As Per Annx. ykxr

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{; foRrh; y{;

HkkSfrd y{; foRrh; y{;

HkkSfrd y{; foRrh; y{; HkkSfrd foRrh;

1 iz'kklfud ykxr 10% 64.152 3.849 18.604 16.038 12.830 12.830 64.152 (I.) WDT lnL;ks dk ekuns; 19.980 2.220 4.440 4.440 4.440 4.440 19.980 (II.) tyxzg.k desVh ds lfpoks dk ekuns; 5.760 1.440 1.440 1.440 1.440 5.760 (III.) Loa; lsodks dk ekuns; 5.760 1.440 1.440 1.440 1.440 5.760 (IV.) dk;kZy; O;; ¼thi dk fdjk;k½ 32.652 1.629 11.284 8.718 5.510 5.510 32.652

mi;ksx 64.152 0 0.000 0 3.849 0 18.604 0 16.038 0 12.830 0 12.830 0 64.152 2 eksfuVfjax 6.415 2.887 1.604 0.642 1.283 6.415 3 boksY;q'ku 6.415 0.642 2.566 3.2076 6.415 mi;ksx 12.830 3.528 4.170 0.642 4.4906 0 12.830 1 izos'k fcUnq xfrfof/k 4% 25.661 0.000 1 lksyj ykbZV 54 24000 12.960 12.960 12.960 2 12.701 12.70 12.701

mi;ksx 25.661 0.000 25.661 0.000 0.000 0.000 0.000 25.661 2 laLFkku o {kerk fuekZ.k 5% 32.076 32.076

mi;ksx 32.076 0.000 0 2.566 0 16.680 0 6.415 0 3.208 0 3.208 32.076 6 foLrr ifj;kstuk izfrosnu 1% 6.415 6.415 6.415

mi;ksx 6.415 0.000 6.415 0.000 0.000 0.000 6.415 7 tyxzg.k dk;Z pj.k 0.000 1 tyxzg.k fodkl dk;Z pj.k 56% 359.251 0.000 0.000 128.304 160.38 70.567 0.000 359.251

(I.) df"k Hkwfe dk;Z ¼vflafpr½ (i) CVH(NRM) Ha. Sc/st/BPL 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 (ii) CVH(NRM)Ha. Other 899 8900 80.011 0.000 0.000 319 28.391 438 38.982 142 12.638 0 0.000 899 80.011 (iii) West weir Na. 97 14600 14.162 0.000 0.000 35 5.110 39 5.694 23 3.358 0 0.000 97 14.162 (iv) Contour Bund 1 mH 58 27700 16.066 0.000 0.000 21 5.817 24 6.648 13 3.601 0 0.000 58 16.066 (v) Farm Pond No. 25 74700 18.675 0.000 9 6.723 12 8.964 4 2.988 0 0.000 25 18.675 (II.) ¼vdf"k Hkwfe½ 0 0 0 0 0 0.000 (i) pjkxkg fodkl Ha.(NRM) 202 77300 156.146 0.000 70 54.110 86 66.478 46 35.558 0 0.000 202 156.146 (ii) pjkxkg fodkl Ha.(Production) 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 (iii) Nadi in P.D. Area 5 200000 10.000 2 4.000 3 6.000 0 0.000 0 0.000 5 10.000

(iv) pjkxkg fodkl Ha.(Private farmer) 55 6900 3.795 20 1.380 23 1.587 12 0.828 0 0.000 55 3.795

(v) Open Contour Trench 112 9900 11.088 37 3.663 53 5.247 22 2.178 0 0.000 112 11.088

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(vi) Stegered Trench 40 9900 3.960 16 1.584 12 1.188 12 1.188 0 0.000 40 3.960 (vii) Bank Stabelization 7 158000 11.060 6 9.480 1 1.580 0 0.000 0 0.000 7 11.060 (viii) West weir Na. 15 17000 2.550 0.000 0.000 5 0.850 9 1.530 1 0.170 0 0.000 15 2.550 (ix) Road side Plantation 7.5 119000 8.925 2 2.380 5.5 6.545 0 0.000 0 0.000 8 8.925

(IV.) ukyk mipkj dk;Z 0 0 0 0 0 0.000 (i) Loose stone Check Dam 184 2500 4.600 54 1.350 78 1.950 52 1.300 0 0.000 184 4.600 (ii) Small Masanery Check Dam 29 35200 10.293 10 3.520 12 4.224 7 2.549 0 0.000 29 10.293 (iii) Medium Masanery Check Dam 2 396000 7.920 1 3.960 1 3.960 0 0.000 2 7.920

mi;ksx 0.00 359.251 0.000 0.000 128.358 160.577 70.316 0.000 1738 359.251 2 Lively Hood Activities 9% 57.737 6.415 19.246 19.246 6.415 51.322

(i) Lo;a lgk;rk lewg (R/F.) 145 25000 36.237 0.000 28 7.000 34 8.500 38 9.500 45 11.237 145 36.237 (ii) R.F. to Indivisual enterencure 23 25000 5.750 0.000 2 0.500 8 2.000 9 2.250 4 1.000 23 5.750 (iii) Grant in Add. to Fedration 9 175000 15.75 0 0 6 10.5 3 5.25 0 0 9 15.750

mi;ksx 57.737 0.00 0.00 7.50 21.00 17.00 12.24 177 57.737 3 Production System Activities 10% 64.152 12.830 22.453 22.453 6.415 64.152

(I.) A.I. No 2160 3.240 475 0.713 550 0.825 570 0.855 565 0.848 2160 3.240 (ii) A.H. CAMP No 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 (iii.) Manger No 280 2.240 60 0.480 85 0.680 80 0.640 55 0.440 280 2.240 (iv.) [kjhQ No 800 18.343 235 5.36005 440 10.1632 115 2.6073 10 0.2116 800 18.342 (v.) jch No. 520 13.090 105 2.654 186 4.73773 165 4.04456 64 1.65379 520 13.090 (vi.) pkjk izn'kZu 415 1000 4.150 37 0.370 114 1.14 196 1.96 68 0.68 415 4.150 (vii.) Qynkj ikS/kkjksi.k Ha. 26 24000 6.240 4 0.960 6 1.44 13 3.12 3 0.72 26 6.240 (viii) oehZ dEiksLV No 10 24000 2.400 1 0.240 2 0.48 6 1.44 1 0.24 10 2.400 (IX) usMsi dEiksLV No 80 2000 1.600 13 0.260 16 0.32 36 0.72 15 0.3 80 1.600 (X) fdpu xkMZu No 548 1000 5.480 65 0.650 134 1.34 259 2.59 90 0.9 548 5.480 (XI.) df"k Hkwfe (cvh Pro.) Other 265 2000 5.300 35 0.700 68 1.36 119 2.38 43 0.86 265 5.300 (XII) df"k Hkwfe (cvh Pro.) Other 10 20700 2.070 3 0.621 2 0.414 5 1.035 0 0 10 2.070

mi;ksx 0.00 64.153 0.000 0.000 13.008 22.900 21.392 6.853 5114 64.152 10 dUlksfyM+s'ku pj.k 19.246 19.2456 19.246

dqy ;ksx 641.52 0.00 38.49 187.68 231.10 125.39 58.86 7029 641.52 Annual Action Plan (Through Project Fund)

Signatures Project Manager, WCDC

Distt. -------------------

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CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Convergence Plan

daz- la- xfrfof/k dk uke

o"kZokj ;kstuk dqy ;ksx

y{; 2011 - 12 2012 - 13 2013 - 14 2014 - 15 2015 - 16 2016 - 17 2017 - 18 izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ NBoh o"kZ lkroh o"kZ

izfr'kr ek=k nj As Per Annx. ykxr HkkSfrd

y{; foRrh; y{; HkkSfrd

y{; foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd y{;

foRrh; y{;

HkkSfrd foRrh;

7 tyxzg.k dk;Z pj.k 1 tyxzg.k fodkl dk;Z pj.k

(I.) df"k Hkwfe dk;Z ¼vflafpr½

(i) CVH(NRM) Ha. Sc/st/BPL 543 9400 51.042 0.000 0.000 181 17.014 181 17.014 181 17.014 0.000 543 51.042

(ii) CVH(NRM) Ha.Other(0.6mH) 641 9400 60.254 0.000 0.000 214 20.116 214 20.116 213 20.022 0.000 641 60.254

(iii) Farm Pond No. 43 76600 32.938 0.000 0.000 15 11.490 14 10.724 14 10.724 0.000 43 32.938 (iv) pjkxkg fodkl Ha. 178 79695 141.857 0.000 0.000 60 47.817 59 47.020 59 47.020 0.000 178 141.857

(v) Open Contour Trench Ha 238 10100 24.038 0.000 0.000 80 8.080 79 7.979 79 7.979 0.000 238 24.038

(vi) Road Side Plantation 5 122000 6.100 0.000 0.000 2 2.440 2 2.440 1 1.220 0.000 5 6.100

mi;ksx 0.000 316.229 0.000 0.000 106.957 105.293 103.979 0.000 0.000 1648 316.229 2 Lively Hood Activities (i) eqxhZikyu 39 150000 58.500 8 12.000 8 12.000 8 12.000 8 12.000 7 10.500 0 0.000 39 58.500 (ii) eNyh ikyu 7 500000 35.000 2 10.000 2 10.000 1 5.000 1 5.000 1 5.000 0 0.000 7 35.000 (iii) mPp f’k{kk 192 10000 19.200 39 3.900 39 3.900 38 3.800 38 3.800 38 3.800 0 0.000 192 19.200 (iv) rduhdh izf’k{k.k 296 10000 29.600 60 6.000 59 5.900 59 5.900 59 5.900 59 5.900 0 0.000 296 29.600 (v) lkekftd lgk;rk 254 3500 8.890 51 1.785 51 1.785 51 1.785 51 1.785 50 1.750 0 0.000 254 8.890 (vi) i'kq chek ;kstuk 0 400 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 (vii) Other 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

mi;ksx 151.190 0.00 33.69 33.59 28.49 28.49 26.95 0.00 788 151.190 3 Production System Activities

(I.) A.H. CAMP 90 24000 21.600 18 4.320 18 4.320 18 4.320 18 4.320 18 4.320 0 0.000 90 21.600 (ii) Qynkj ikS/kkjksi.k Ha. 29 30000 8.700 6 1.800 6 1.800 6 1.800 6 1.800 5 1.500 0 0.000 29 8.700 (ii) df"k Hkwfe (cvh Pro.) Other 543 2100 11.403 109 2.289 109 2.289 109 2.289 108 2.268 108 2.268 0 0.000 543 11.403 (iii) df"k Hkwfe (cvh Pro.) Other 1265 2100 26.565 253 5.313 253 5.313 253 5.313 253 5.313 253 5.313 0 0.000 1265 26.565 (iv) tSfod ckM+ 145.8 15700 22.891 29.8 4.679 29 4.553 29 4.553 29 4.553 29 4.553 0 0.000 145.8 22.891 (v) Qwyksa dh [ksrh 30.6 24000 7.344 6.6 1.584 6 1.440 6 1.440 6 1.440 6 1.440 0 0.000 30.6 7.344 (vi) elkyk [ksrh 7.2 23300 1.678 2 0.466 2 0.466 1.2 0.280 1 0.233 1 0.233 0 0.000 7.2 1.678 (vii) vkS"k/kh;k ikSa/kksa dh [ksrh 4.5 15000 0.675 1 0.150 1 0.150 1 0.150 1 0.150 0.5 0.075 0 0.000 4.5 0.675

(viii) ulZjh LFkkiuk (25000 Forest Plant/- Family) 6.0 25000 1.500 2 0.500 1 0.250 1 0.250 1 0.250 1 0.250 0 0.000 6 1.500

(ix) ftIle ls Hkwfe lq/kkj 236.7 700 1.657 48 0.336 47.7 0.334 47 0.329 47 0.329 47 0.329 0 0.000 236.7 1.657 (x) flapkbZ gsrq ikbZi ykbZu 159.0 15000 23.850 32 4.800 32 4.800 32 4.800 32 4.800 31 4.650 0 0.000 159 23.850 (xi) fLaizDyj flLVe 50.4 45000 22.680 10.4 4.680 10 4.500 10 4.500 10 4.500 10 4.500 0 0.000 50.4 22.680 (xii) fMªi flapkbZ ;kstuk 71.1 42000 29.862 15 6.300 14.1 5.922 14 5.880 14 5.880 14 5.880 0 0.000 71.1 29.862

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(xiii) df"k ;a= ¼Lis;j½ 235.0 5000 11.750 47 2.350 47 2.350 47 2.350 47 2.350 47 2.350 0 0.000 235 11.750 (xiv) ikS/k laj{k.k ;a= 241.0 1000 2.410 49 0.490 48 0.480 48 0.480 48 0.480 48 0.480 0 0.000 241 2.410 (xv) uhe mRiknu 18.0 500 0.090 4 0.020 4 0.020 4 0.020 3 0.015 3 0.015 0 0.000 18 0.090 (xvi) xzhu gkml LFkkiuk 0.0 150000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 (xvii) ckal mRiknu 13.5 8000 1.080 3 0.240 3 0.240 3 0.240 2.5 0.200 2 0.160 0 0.000 13.5 1.080

;ksx 0.00 195.734 0.000 40.765 39.675 39.442 39.329 38.764 0.000 195.734 dqy ;ksx 663.15 0.00 0.00 663.15

Annual Action Plan (Through Convergence)

Signatures Project Manager, WCDC

Distt. -------------------

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CHAPTER – VI EXPECTED OUT COMES 1 2 3 4 5 6

S. No. Item Unit of measurement

Pre-project Status

Expected Post-project Status Remarks

1 Status of water table (Depth to Ground water level)

Meters 16.80 15.50

2 Ground water structures repaired/ rejuvenated

No. - -

3 Quality of drinking water Description ALK LINE PURE WATER 4 Availability of drinking water Description 60-65% 80-90% Work in EPA Activity 5 Change in irrigated Area Ha 776 815 6 Change in cropping/ land use pattern Description 7 Area under agricultural crop Ha I Area under single crop Ha 2083 2250 Ii Area under double crop Ha 776 815 Iii Area under multiple crop Ha - 10 8 Change in cultivated Area Ha 9 yield of major crops of area

Yield of Bajra Kg/ha - - Yield of Wheat Kg/ha 2750 2850 Yield of Gram Kg/ha 852 880 Yield of Mustard Kg/ha 1140 1250

10 production of major crops of area

Production of Bajra ton - - Production of Wheat ton 1133 1175 Production of Gram ton 72.420 74.8 Production of Mustard ton 198.360 217.50

11 Area under vegetation Ha 0 5 12 Area under horticulture Ha 10.50 30 13 Area under fuel Ha 0 14 Area under Fodder Ha 3018 3218 15 Fodder production Q 76860 81953 16 Milk production Litres/day 20553 25000 17 SHGs Active No. 32 151 18 No. of enterprising individuals No. 0 23 19 Income for capita per year Rs.in lacs 0.138 0.150 20 Migration No. 4750 Check 21 SHG Federations formed No. 0 14

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Critical Assumption

No severe droughts/ unexpected floods/ natural disasters

Adequate funds are allocated for the same and released on time.

There is no significant pest/ disease attack, and if so, then it will have been contained before

irreversible damage is done.

Adverse market conditions do not persist long.

Sound macro-economic and growth conditions continue and the benefits are widely distributed

particularly in the rural areas.

Facilitating agencies and resource providers have the required competent staff so that timely and

appropriate technical advice and services are provided to farmers whenever required.

The Capacity Building Plan is implemented, monitored and modified to address evolving needs

and feedback from participants.

Means of Verification of indicators

Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,

mid-term and end of the project period

Annual participatory assessment by communities during project period.

Regular project monitoring reports prepared by project monitoring teams/ agencies.

Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/ Individual

beneficiaries/project-related village and local bodies/PRIs.

External review missions

Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation,

Animal Husbandry

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CHAPTER VII TECHNICAL DESIGNS AND ESTIMATES

Technical designs and estimates for proposed activities.

For Estimates GKN of the districts should be used. For Production System activities, rates provided

by the Department are to be used & if not vailable than rates of Agriculture/Horticulture/ Animal

Husbandry should be used.

For Livelihood activities, project norms provided by the Department is to be used & if not available

than cost norms of NABARD, NRLM etc can be used.

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CHAPTER - VIII Enclosures -

b. Location –District, block, village, watershed location map

c. Map of Asind IWMP XV Project (Watershed Boundary demarcation in cadastral &

Topo Sheet)RA Map (along with photos & paper drawing)

d. Treatment map (Indicate proposed works)

e. Cadastral Map on watershed boundary

f. Information on Soils, Soil fertility, Land capability, Soil chemical problems like salinity,

alkalinity

g. Land Use Land Cover map

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

ordinates.

i. High resolution, latest Remote Sensing Satellite data

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

Proceeding of Standing Committee of P.S. for DPR approval.

Proceeding of Standing Committee of Z.P. for DPR approval.

Assistant Engineer, PIA

WD&SC P.S.-----------

Project Manager, WCDC

WD&SC.Distt.--------------

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:-:-:-:-:-

Latitude :-Longitude :-

:-:- 4.00 Lack

=1 Catch ment Area = 450 Ha.2 Maxmium Rain fall intencity = 5 cm./hr.3 General nature of catchment Area

a. Agricultural land = 250b. Pasture Land = 200 Ha.

4 Height of crest above G.L. = 1.8 M.5 Flood lift = 16 Free board = 0.57 Top width of Head wall = 18 Bottom width of Head wall = 2.709 Width of concrete Bed = 2.7010 Length of crest = 10 M.11 Percentage slope of land = 0.0312 No. of well benifited = 013 Cost of Project = 400000.00

a. Labour component = 181000.00b. Material component = 219000.00c. Contingency = 11639

Rates are as per BSR (GKN) 2012, Bhilwara

IWMP WATERSHED PROJECT ASIND

Name of Site

Macro/Micro No.

GPS position

Estimate of AnicutName of Gram Panchayat

Name of samiti

Basic Data of Project

Type of Structure

Cost of Anicut

R.R.Stone masonary structure

Village - Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

Panchayat Samity Asind

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:-:-

A.I Available crest length 10 Mii Total catchment Area 450 Ha. As per G.T.Sheetiii Peak Runoff Ratea By Rational Method Use when catchment is <1300Ha.

Qp = 0.0276 CIA Q=Run off in m3/sec.C= Coefficient of runoff 0.3

K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 5K = 36084.39 A= Catchment Area in Ha. 450

Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 2500Tc = 62.98 H= Difference in elevation between most remote 12

Name of Site00

Design calculation of anicut

Name of Village

IWMP WATERSHED PROJECT ASIND Village -

Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

Tc = 62.98 H= Difference in elevation between most remote 12 point and and outlet point in meter

Qp= 0.0276 0.30 X 5 X 450Qp = 18.63

b By weir formula

Q = 1.71Lh3/2

18.63 = 1.71 10 h3/2

h 1.06Say h= 1

3 Free Board hw= Wave height in meter

Fb= 1.5hw Df= Fetch length in meter 450 Meter.1.5X0.014(Df)

1/2

Fb= 0.45Say Fb= 0.5

B. STRUCTURAL DESGIN1 Head walla Height of Head wall H= 1.8b Top width( Tw) = h P= Sp.ht. Of masonary 2.3b Top width( Tw) = h P= Sp.ht. Of masonary 2.3

(P-1)1/2

Tw= 0.88Top width= 1

C. Bottom width Bw Tw+0.8H2.44

So Bottom Width= 2.70 Meter2 Head wall extension

a Length= H+h+1+Fb1.8 + 1 + 1 + = 3.80 Meter

= 4b Height of Head Extensionwall = H+h+Fb

1.8 + 1 + 0.5 = 3.3 Meterc Top width 0.6 Meterd Bottom Width= 0.5(H+h) = 0.5( 1.8 + 1.0 )= 1.40 Meter

contd..

Bw=

But as per site condition

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3 Side walla Length= 1.75H+0.75h+0.45 = 4.4

But as per site condition= 4.5 Meterb Height:

At H.W.End= H+h+Fb 1.8 + 1 + 0.5 = 3.3 MeterAt W.W.End= h+fb = 1 + 0.5 = 1.5 Meter

c Top width= 0.6 Meterd Bottom width=

At H.W.End= 0.6+0.4(H+h) 1.7 MeterAt W.W.End= 0.6+0.4(1.5h) 1.2 Meter

But taken as= 1.2 Meter4 Wing wall

a Height h+Fb 1 + 0.5 = 1.5 Meterb Length= 2.25h 2.25 X 1 = 2.25 Meter Say 1.5c Top width 0.6 Meter

Bottom width of wing wall 0.6 Meter5 Apron

a Length= 10 Meterb Width= H+h+Fb 1.8 + 1 + 0.5 3.3 Meter Say 2c Thickness 0.8 Meterc Thickness 0.8 Meter

6 Toe walla Length= 10 Meterb Width= 0.3 Meterc Height= 0.2 Meter

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:-:-

FREE BODY DIAGRAM

a= 1b= 2.70H= 1.8h= 1

a

Name of VillageName of Site

0

IWMP WATERSHED PROJECT ASIND Village -

Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

0

H

bb/3 2b/3

cw(H+H)

Specific Wt. Of masonary P = 2.3 T/m3

W(H+h)

X

W1 W2

U

fa

H/3

fbH/3

Specific Wt. Of masonary P = 2.3 T/m3

Specific Wt. of water w = 1 T/m3

Cofficient of uplift pressure c = 0.6cofficient of friction atbed surface and creep length = 0.75Weight of Dam-: =Weight of Dam-:

W1= aHPW1= T 4.14 T

b-a 3.519 T2

W= W1+W2= 4.14 + 3.519 = 7.659 TWater pressure

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

At Depth H+h= P2 = w(H+h) =1( 1.80 + 1 ) = 2.8 T/m2

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

Water force P1+ P2 2 = 3.42 T/m2

Horizontal water pressure at depth h =Fa= wHh= = 1.8 TAt depth H+h = Fb= P2-P1 = 1.62 T

2Force due to water column at crest F3 = wha= = 1 T

H

HP=W2=

H=P=

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:-:-

1 Safety against over turningOver turning moment Mo = H H 2

2 3 31.8 1.8 22 3 3

Mo= 6.6744

Name of VillageName of Site

00

STABILITY CHECKS

IWMP WATERSHED PROJECT ASINDVillage -

Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

2.701.80 1.620+

bFa + Fb + u

+ 2.27

Mo= 6.6744Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)

Mr=Mr= 9.108 + 3.988 + 2.200 = 15.3

Mr 15.296Mo 6.6744

Structure is safe against over turning

2 Safety against Rupture from tension

Net Vertical Pressure V = W1+W2+F3-U4.14 + 3.519 + 1 - 2.268 = 6.391

Position of resultant where it cut the baseExcess moment(Mr-Mo) 15.3 - 6.674

6.391

TRUE

3 Safety against crusing

Eccentricity e = b/2-X0.0009

Crusting stress at the toe of theHead wallPc= V (1+_6e/b)

Factor of safety = 2.292 >1.5 Hence

1.35X= Net vertical force = =

Pc= V (1+_6e/b)b

Pc= 2.3720165Pc<<20 Hence it is safe

4 Safety against sliding

Net vertical Force V= 6.391 TRestorin force = uV = 0.78 X 6.391 (u=0.65 to 0.75)

4.991371 TSliding force Net horizontal force= Fa+Fb

1.8 + 1.62 = 3.42 TFactor of safety = Restoring force 4.991

Sliding force 3.42

Hence it is safe

= = 1.459 >1.3 Hence

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PLAN AND SECTION OF ANICUT

IWMP WATERSHED PROJECT ASIND Village -

Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

:-:-

Ac

4 10.0 4

H.W.Ext.H.W. 1

1.2c

S.W.0.6

B 4.5 B

0.6

1.70

0Name of Village 0Name of Site

APRON 2

1.2T.W. 0.3

W.W .

W.W

PLAN1.5A

PLAN

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Village - Tehsil - Asind, District - Bhilwara, State: Rajasthan, India

IWMP WATERSHED PROJECT ASIND

1.5

1

1.8

1.5

0.152.7

2

BED LEVEL

20.3

SECTION ON A-A'

0.6

3.3

B.L.1.2

2

1.2

2

C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-29 AT Ch- m3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.60 M 398003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

PARTICULAR BSR No. LENGTH WIDTH HT/DEPT Qty Rate Total Amount Labour L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Jetgarh

DETAILED ESTIMATE

S.No.

PARTICULAR BSR Page No

Item No

No. LENGTH WIDTH HT/DEPTH

Qty Rate Total Amount Labour Rate

L.Amount

Excavation in hard soildry or most&disposalof excavated materialwithin intial lead of 30m and liftof 1.5mincluding dressing etccomplete

1 (2 B )

H.W. 1 7.00 1.08 1.20 9.07H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30

Total (cu.m) 18.25Total Excavation Total 18.25 91.00 1660.93 91.00 1660.93

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 7.00 1.08 0.30 2.27H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10

Total 5.09 1719 8746.27 320.00 1628.16Total 5.09 1719 8746.27 320.00 1628.163 Random rubble stone

masonary in cementsand mortar(1:8) forfoundation

17 (190B )

H.W. 1 7.00 1.08 0.90 6.80H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15

Total 12.11 1253 15178.84 420.00 5087.884 Random rubble stone

masonary in cementsand mortar(1:6) forsupper structure

17 (190A )

H.W. 1 7.00 0.69 0.60 2.90H.W.E 2 2.00 0.60 0.60 1.44

Total 4.34 1338 5804.24 420.00 1821.96

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5 Cement plasterincluding smoothfinishing in cementmortar (1:4)25mmthick

8 (70A )

H.W. 2 7.00 0.60 8.40H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

6 Cement concretecoping in cementmortar 1:2:4 12 mmthick

17 (194A )

H.W. 1 7.00 0.30 0.075 0.16H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.08 0.075 0.24

Total 0.58 2651 1538.91 316.00 183.44Total 0.58 2651 1538.91 316.00 183.44GRAND TOTAL 35901.02 11855.45

2722.01 2722.0138623.03 14577.46

GRAND TOTAL 38623Add 3% Contingency Charges 1159

TOTAL Rs. 39782398002522314577

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete

(1:4:8) 40 mm 5.09 16.28 2.29 4.582 R R stone masonary

(1:8) Foundation/Super structure (cum) 12.11 13.0 3.63 13.3

3 Cement plaster (1:4)25 mm thick 21.38 4.79 0.68

4 Raised &cut pointing 5 Stone kharanja in

cement mortar (1:6) 4.34 6.07 1.30 4.77

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

6 Cement concretecoping in cementmortar 1:2:4. 50 mmthick 0.58 3.72 0.26 0.52

7 Dry stone pitching TOTAL 43.8 8.17 5.10 18.1

SAY 44 BAGS 2.19 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-28 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S.No

.

PARTICULAR BSR Page No

Item No

No. LENGTH WIDTH HT/DEPTH

Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Jetgarh

DETAILED ESTIMATE

Item No Excavation in hard soil

dry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

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5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.09Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk 2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-27 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S.No

.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/ DEPTH

Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal of

CONTRUCTION OF MASONARY WALL IWMP- XV ASIND

Jetgarh

DETAILED ESTIMATE

dry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 5.00 0.69 0.60 2.07H.W.E 2 2.00 0.60 0.60 1.44

Total 3.51 1338 4696.38 420.00 1474.20

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

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H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A)

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 305773060019321

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterial 19321

11279

S.no Particular Qty. Cement Sand AggregateStone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 3.84 12.29 1.73 3.46

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT0.30

MATERIAL CONSUMPTION STAEMENT

MeterialLabour

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-26 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.80 M 403003 Top Width 0.3 M4 Bottom Width 1.24 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material within 1 (2 B )

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Bhadsi

DETAILED ESTIMATE

excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.24 1.20 8.93H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 17.21Total Excavation Total 17.21 91.00 1565.93 91.00 1565.93

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.24 0.30 2.23H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.75 1719 8168.69 320.00 1520.643

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.24 0.90 6.70H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 11.56 1253 14479.67 420.00 4853.524 Random rubble stone

masonary in cement sand 17 masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.77 0.80 3.70H.W.E 2 2.00 0.60 0.80 1.92

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Total 5.62 1338 7514.21 420.00 2358.72

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.80 9.60H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 23.38 139 3249.82 68.90 1610.88

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.24 0.075 0.19

Total 0.50 2651 1328.15 316.00 158.32GRAND TOTAL 36306.46 12068.01

2770.81 2770.8139077.28 14838.82

GRAND TOTAL 39077

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

GRAND TOTAL 39077Add 3% Contingency Charges 1172

TOTAL Rs. 40250403002546114839

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.75 15.21 2.14 4.28

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 11.56 12.4 3.47 12.7

3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 5.62 7.86 1.68 6.186 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.50 3.21 0.23 0.45

7 Dry stone pitching TOTAL 43.9 8.26 4.73 18.9

SAY 44 BAGS 2.19 MT

MATERIAL CONSUMPTION STAEMENT

Say Total AmMeterialLabour

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0.30

0.80G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.24

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-25 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.70 M 377003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

Item No

No. LENGTH WIDTH HT/DEPTH

Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soil dryor most&disposal ofexcavated material within 1 (2

CONTRUCTION OF MASONARY WALL IWMP- XV ASIND

Bhadsi

DETAILED ESTIMATE

excavated material withinintial lead of 30 m and liftof1.5m including dressing etccomplete

1 (2B )

H.W. 1 6.00 1.16 1.20 8.35H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.63Total Excavation Total 16.63 91.00 1513.51 91.00 1513.51

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition complete includingcuring Aggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.16 0.30 2.09H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.61 1719 7921.15 320.00 1474.563

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.16 0.90 6.26H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 11.12 1253 13938.37 420.00 4672.08Total 11.12 1253 13938.37 420.00 4672.084 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.73 0.70 3.07H.W.E 2 2.00 0.60 0.70 1.68

Total 4.75 1338 6350.15 420.00 1993.32

5 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.70 8.40H.W. 1 6.00 0.80 4.80

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H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

6 Cement concrete coping incement mortar 1:2:4 12mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.16 0.075 0.17

Total 0.49 2651 1296.34 316.00 154.52GRAND TOTAL 33991.34 11281.08

2590.14 2590.1436581.48 13871.21

GRAND TOTAL 36581Add 3% Contingency Charges 1097

TOTAL Rs. 37679377002382913871

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

S.noParticular Qty. Cement Sand AggregateStone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8) 40

mm 4.61 14.75 2.07 4.152 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 11.12 11.9 3.34 12.2

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.75 6.64 1.42 5.226 Cement concrete coping in

cement mortar 1:2:4. 50mm thick 0.49 3.13 0.22 0.44

7 Dry stone pitching TOTAL 41.2 7.74 4.59 17.5

SAY 41 BAGS 2.06 MT0.30

0.70G.L G.L

0.075

MATERIAL CONSUMPTION STAEMENT

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-24 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Bhadsi

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48

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H.W.E 2 2.00 0.60 0.60 1.44Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 19.38 4.34 0.624 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

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0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-23 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Bhadsi

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94

DETAILED ESTIMATE

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingCement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand AggregateStone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Super

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

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0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-22 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH

HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Bhadsi

DETAILED ESTIMATE

No. Page No Item No

H Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stone 17 Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 5.00 0.69 0.60 2.07H.W.E 2 2.00 0.60 0.60 1.44

Total 3.51 1338 4696.38 420.00 1474.205

Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 5.00 0.30 0.075 0.11H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 3.84 12.29 1.73 3.462 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

4 Raised &cut pointing 5 Stone kharanja in cement

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT

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0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-21 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Antali

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.48Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 19.38 4.34 0.624 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

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0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-20 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.70 M 377003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Antali

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.16 1.20 8.35H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.63Total Excavation Total 16.63 91.00 1513.51 91.00 1513.51

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.16 0.30 2.09H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.61 1719 7921.15 320.00 1474.563

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.16 0.90 6.26H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 11.12 1253 13938.37 420.00 4672.08

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.73 0.70 3.07H.W.E 2 2.00 0.60 0.70 1.68

Total 4.75 1338 6350.15 420.00 1993.32

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.70 8.40H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.16 0.075 0.17

Total 0.49 2651 1296.34 316.00 154.52GRAND TOTAL 33991.34 11281.08

2590.14 2590.1436581.48 13871.21

GRAND TOTAL 36581Add 3% Contingency Charges 1097

TOTAL Rs. 37679377002382913871

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.61 14.75 2.07 4.152 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 11.12 11.9 3.34 12.2

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.75 6.64 1.42 5.22

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.49 3.13 0.22 0.44

7 Dry stone pitching TOTAL 41.2 7.74 4.59 17.5

SAY 41 BAGS 2.06 MT

0.30

0.70G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

1.16

Page 100: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-19 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL IWMP- XV ASIND

Antali

DETAILED ESTIMATE

Item No

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stone 17 Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.085

Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20

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H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

MATERIAL CONSUMPTION STAEMENT

Say Total AmMeterialLabour

SAY 39 BAGS 1.93 MT0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

Page 102: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-18 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.70 M 377003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Sangramgarh

DETAILED ESTIMATE

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.16 1.20 8.35H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.63Total Excavation Total 16.63 91.00 1513.51 91.00 1513.51

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.16 0.30 2.09H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.61 1719 7921.15 320.00 1474.563

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.16 0.90 6.26H.W.E 2 2.00 0.60 0.90 2.16

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Apron 1 6.00 1.50 0.30 2.70Total 11.12 1253 13938.37 420.00 4672.08

4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.73 0.70 3.07H.W.E 2 2.00 0.60 0.70 1.68

Total 4.75 1338 6350.15 420.00 1993.32

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.70 8.40H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

6Cement concrete coping 17 Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.16 0.075 0.17

Total 0.49 2651 1296.34 316.00 154.52GRAND TOTAL 33991.34 11281.08

2590.14 2590.1436581.48 13871.21

GRAND TOTAL 36581Add 3% Contingency Charges 1097

TOTAL Rs. 37679377002382913871

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.61 14.75 2.07 4.152 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 11.12 11.9 3.34 12.2

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

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4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.75 6.64 1.42 5.226 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.49 3.13 0.22 0.44

7 Dry stone pitching TOTAL 41.2 7.74 4.59 17.5

SAY 41 BAGS 2.06 MT

0.30

0.70G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

1.16

Page 105: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-17 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.70 M 377003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Sangramgarh

DETAILED ESTIMATE

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.16 1.20 8.35H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.63Total Excavation Total 16.63 91.00 1513.51 91.00 1513.51

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.16 0.30 2.09H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.61 1719 7921.15 320.00 1474.563

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.16 0.90 6.26H.W.E 2 2.00 0.60 0.90 2.16

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Apron 1 6.00 1.50 0.30 2.70Total 11.12 1253 13938.37 420.00 4672.08

4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.73 0.70 3.07H.W.E 2 2.00 0.60 0.70 1.68

Total 4.75 1338 6350.15 420.00 1993.32

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.70 8.40H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

6Cement concrete copingCement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.16 0.075 0.17

Total 0.49 2651 1296.34 316.00 154.52GRAND TOTAL 33991.34 11281.08

2590.14 2590.1436581.48 13871.21

GRAND TOTAL 36581Add 3% Contingency Charges 1097

TOTAL Rs. 37679377002382913871

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.61 14.75 2.07 4.152 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 11.12 11.9 3.34 12.2

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

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4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.75 6.64 1.42 5.226 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.49 3.13 0.22 0.44

7 Dry stone pitching TOTAL 41.2 7.74 4.59 17.5

SAY 41 BAGS 2.06 MT

0.30

0.70G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

1.16

Page 108: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-16 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Sangramgarh

DETAILED ESTIMATE

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16

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Apron 1 6.00 1.50 0.30 2.70Total 10.69 1253 13397.08 420.00 4490.64

4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingCement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.46 14.28 2.01 4.022 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

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4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

Page 111: Rajasthanwater.rajasthan.gov.in/content/dam/water/watershed-development-a… · CERTIFICATE Certified that the undersigned have proposed the appropriate and need based activities

1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-15 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L. Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Sangramgarh

DETAILED ESTIMATE

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16

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Apron 1 6.00 1.50 0.30 2.70Total 10.69 1253 13397.08 420.00 4490.64

4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingCement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

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4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-14 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Sangramgarh

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 5.00 0.69 0.60 2.07

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H.W.E 2 2.00 0.60 0.60 1.44Total 3.51 1338 4696.38 420.00 1474.20

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 3.84 12.29 1.73 3.46

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 17.38 3.89 0.564 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT

0.30

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0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-13 AT Ch- m3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.70 M 427003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Shambhugarh

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/ DEPTH

Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 7.00 1.16 1.20 9.74H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30

Total (cu.m) 18.92Total Excavation Total 18.92 91.00 1722.08 91.00 1722.08

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 7.00 1.16 0.30 2.44H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10

Total 5.26 1719 9035.06 320.00 1681.92Total 5.26 1719 9035.06 320.00 1681.923

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 7.00 1.16 0.90 7.31H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15

Total 12.62 1253 15810.35 420.00 5299.564 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 7.00 0.73 0.70 3.58H.W.E 2 2.00 0.60 0.70 1.68

Total 5.26 1338 7033.87 420.00 2207.94

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 7.00 0.70 9.80H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 23.58 139 3277.62 68.90 1624.66

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick (194A )

H.W. 1 7.00 0.30 0.075 0.16H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.16 0.075 0.26

Total 0.60 2651 1586.62 316.00 189.13GRAND TOTAL 38465.61 12725.29

2921.73 2921.7341387.34 15647.02

GRAND TOTAL 41387Add 3% Contingency Charges 1242

TOTAL Rs. 42629427002705315647

S.noParticular Qty. Cement Sand AggregateStone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 5.26 16.82 2.37 4.73

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 12.62 13.5 3.79 13.9

3 Cement plaster (1:4) 25mm thick 23.58 5.28 0.75

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 23.58 5.28 0.754 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 5.26 7.36 1.58 5.786 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.60 3.83 0.27 0.54

7 Dry stone pitching TOTAL 46.8 8.75 5.27 19.7

SAY 47 BAGS 2.34 MT

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0.30

0.70G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-12 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Shambhugarh

DETAILED ESTIMATE

. Item No

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stone 17 Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 5.00 0.69 0.60 2.07H.W.E 2 2.00 0.60 0.60 1.44

Total 3.51 1338 4696.38 420.00 1474.20

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5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.16Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk 2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 3.84 12.29 1.73 3.462 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-11 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Shambhugarh

DETAILED ESTIMATE

S.

No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 5.00 0.69 0.60 2.07

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H.W.E 2 2.00 0.60 0.60 1.44Total 3.51 1338 4696.38 420.00 1474.20

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 3.84 12.29 1.73 3.462 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 17.38 3.89 0.564 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT

0.30

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0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-10 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.80 M 403003 Top Width 0.3 M4 Bottom Width 1.24 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Jagpura

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.24 1.20 8.93H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 17.21Total Excavation Total 17.21 91.00 1565.93 91.00 1565.93

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.24 0.30 2.23H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.75 1719 8168.69 320.00 1520.64Total 4.75 1719 8168.69 320.00 1520.643

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.24 0.90 6.70H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 11.56 1253 14479.67 420.00 4853.524 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 6.00 0.77 0.80 3.70H.W.E 2 2.00 0.60 0.80 1.92

Total 5.62 1338 7514.21 420.00 2358.72

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.80 9.60H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 23.38 139 3249.82 68.90 1610.88

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.24 0.075 0.19

Total 0.50 2651 1328.15 316.00 158.32GRAND TOTAL 36306.46 12068.01

2770.81 2770.8139077.28 14838.82

GRAND TOTAL 39077Add 3% Contingency Charges 1172

TOTAL Rs. 40250403002546114839

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.75 15.21 2.14 4.282 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 11.56 12.4 3.47 12.7

3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 23.38 5.24 0.754 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 5.62 7.86 1.68 6.186 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.50 3.21 0.23 0.45

7 Dry stone pitching TOTAL 43.9 8.26 4.73 18.9

SAY 44 BAGS 2.19 MT

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0.30

0.80G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.24

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-9 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Jagpura

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.48Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8)

40 mm 4.46 14.28 2.01 4.022 R R stone masonary (1:8)

Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 19.38 4.34 0.624 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

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0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-8 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Jagpura

DETAILED ESTIMATE

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.80Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.404 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

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H.W. 1 5.00 0.69 0.60 2.07H.W.E 2 2.00 0.60 0.60 1.44

Total 3.51 1338 4696.38 420.00 1474.20

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )12 mm thick (194A )

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 3.84 12.29 1.73 3.46

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

mm thick 17.38 3.89 0.564 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.866 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT

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0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-7 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Akadsada

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.64

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.32

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-6 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.70 M 377003 Top Width 0.3 M4 Bottom Width 1.16 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Akadsada

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.16 1.20 8.35H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.63Total Excavation Total 16.63 91.00 1513.51 91.00 1513.51

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.16 0.30 2.09H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.61 1719 7921.15 320.00 1474.563

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.16 0.90 6.26H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 11.12 1253 13938.37 420.00 4672.08

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.73 0.70 3.07H.W.E 2 2.00 0.60 0.70 1.68

Total 4.75 1338 6350.15 420.00 1993.32

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.70 8.40H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.70 5.60H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.16 0.075 0.17

Total 0.49 2651 1296.34 316.00 154.52GRAND TOTAL 33991.34 11281.08

2590.14 2590.1436581.48 13871.21

GRAND TOTAL 36581Add 3% Contingency Charges 1097

TOTAL Rs. 37679377002382913871

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.61 14.75 2.07 4.15

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 11.12 11.9 3.34 12.2

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.75 6.64 1.42 5.22

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.49 3.13 0.22 0.44

7 Dry stone pitching TOTAL 41.2 7.74 4.59 17.5

SAY 41 BAGS 2.06 MT

0.30

0.70G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.16

2.

1.16

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-5 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Akadsada

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.64

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.32

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-4 AT Ch- m3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M 306003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Para

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 5.00 1.08 1.20 6.48H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50

Total (cu.m) 13.86Total Excavation Total 13.86 91.00 1261.26 91.00 1261.26

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 5.00 1.08 0.30 1.62H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50

Total 3.84 1719 6600.96 320.00 1228.803

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 5.00 1.08 0.90 4.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25

Total 9.27 1253 11615.31 420.00 3893.40

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 5.00 0.69 0.60 2.07H.W.E 2 2.00 0.60 0.60 1.44

Total 3.51 1338 4696.38 420.00 1474.20

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 17.38 139 2415.82 68.90 1197.48

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 5.00 0.30 0.075 0.11H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.08 0.075 0.08

Total 0.37 2651 990.15 316.00 118.03GRAND TOTAL 27579.88 9173.17

2106.16 2106.1629686.04 11279.33

GRAND TOTAL 29686Add 3% Contingency Charges 891

TOTAL Rs. 30577306001932111279

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 3.84 12.29 1.73 3.46

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 9.27 9.9 2.78 10.2

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.51 4.91 1.05 3.86

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.37 2.39 0.17 0.34

7 Dry stone pitching TOTAL 33.4 6.29 3.79 14.1

SAY 33 BAGS 1.67 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-3 AT Ch- m3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.60 M 398003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Para

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 7.00 1.08 1.20 9.07H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30

Total (cu.m) 18.25Total Excavation Total 18.25 91.00 1660.93 91.00 1660.93

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 7.00 1.08 0.30 2.27H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10

Total 5.09 1719 8746.27 320.00 1628.163

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 7.00 1.08 0.90 6.80H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15

Total 12.11 1253 15178.84 420.00 5087.88

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 7.00 0.69 0.60 2.90H.W.E 2 2.00 0.60 0.60 1.44

Total 4.34 1338 5804.24 420.00 1821.96

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 7.00 0.60 8.40H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 21.38 139 2971.82 68.90 1473.08

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 7.00 0.30 0.075 0.16H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.08 0.075 0.24

Total 0.58 2651 1538.91 316.00 183.44GRAND TOTAL 35901.02 11855.45

2722.01 2722.0138623.03 14577.46

GRAND TOTAL 38623Add 3% Contingency Charges 1159

TOTAL Rs. 39782398002522314577

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 5.09 16.28 2.29 4.58

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 12.11 13.0 3.63 13.3

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 4.34 6.07 1.30 4.77

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.58 3.72 0.26 0.52

7 Dry stone pitching TOTAL 43.8 8.17 5.10 18.1

SAY 44 BAGS 2.19 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-2 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Parasoli

DETAILED ESTIMATE

No. Page No Item No

Amount Rate

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.64

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4 Random rubble stonemasonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

66Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25

MATERIAL CONSUMPTION STAEMENT

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Say Total AmMeterialLabour

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.32

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6 Cement concrete copingin cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

7 Dry stone pitching TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

1.08

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1 Name of w/s :- P.S ASIND DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF MASONARY WALL No-1 AT Ch- m3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M 352003 Top Width 0.3 M4 Bottom Width 1.08 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M

S. No.

PARTICULAR BSR Page No Item No

No. LENGTH WIDTH HT/DEPTH Qty Rate Total Amount

Labour Rate

L.Amount

CONTRUCTION OF MASONARY WALL

IWMP- XV ASIND

Parasoli

DETAILED ESTIMATE

Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete

1 (2 B )

H.W. 1 6.00 1.08 1.20 7.78H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40

Total (cu.m) 16.06Total Excavation Total 16.06 91.00 1461.10 91.00 1461.10

2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm.

17 (191 )

H.W 1 6.00 1.08 0.30 1.94H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80

Total 4.46 1719 7673.62 320.00 1428.483

Random rubble stonemasonary in cement sandmortar(1:8) for foundation

17 (190B )mortar(1:8) for foundation (190B )

H.W. 1 6.00 1.08 0.90 5.83H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70

Total 10.69 1253 13397.08 420.00 4490.644 Random rubble stone

masonary in cement sandmortar(1:6) for supperstructure

17 (190A )

H.W. 1 6.00 0.69 0.60 2.48H.W.E 2 2.00 0.60 0.60 1.44

Total 3.92 1338 5250.31 420.00 1648.08

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5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick

8 (70A )

H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18

Total 19.38 139 2693.82 68.90 1335.28

6Cement concrete copingin cement mortar 1:2:412 mm thick

17 (194A )

H.W. 1 6.00 0.30 0.075 0.14H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.08 0.075 0.16

Total 0.48 2651 1264.53 316.00 150.73GRAND TOTAL 31740.45 10514.31

2414.09 2414.0934154.53 12928.40

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk34154.53 12928.40

GRAND TOTAL 34155Add 3% Contingency Charges 1025

TOTAL Rs. 35179352002227212928

S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:4:8)40 mm 4.46 14.28 2.01 4.02

2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 10.69 11.4 3.21 11.8

3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62

4 Raised &cut pointing 5 Stone kharanja in cement

mortar (1:6) 3.92 5.49 1.18 4.326 Cement concrete coping

in cement mortar 1:2:4.50 mm thick 0.48 3.05 0.21 0.43

MATERIAL CONSUMPTION STAEMENT

MeterialLabour

Say Total Am

0.48 3.05 0.21 0.437 Dry stone pitching

TOTAL 38.6 7.23 4.45 16.1

SAY 39 BAGS 1.93 MT

0.30

0.60G.L G.L

0.075

0.30 0.601.20

0.200.3 2.00

1.08

2.

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Anar Plant Total plant 400 No C/C 5mx5m

S.N Details of work Qty Unit

1

Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle

202.50 cum 91 91 18427.50 18427.50

2 Treatment of pits

aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle

400.00 Per plant 0.55 0.55 220.00 220.00

bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle

400.00 Per plant 0.27 0.27 108.00 108.00

2

Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle

400.00 Per plant 7.40 7.40 2960.00 2960.00

3

Cost of Plant including transportation (16+2=18) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle

400.00 Per plant 0.00 18.00 0.00 7200.00

4

Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle

400.00 Per plant 2.40 2.40 960.00 960.00

5

Weeding & hoeing three times in the year (400x3x3=3600) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle

3600.00 Per plant 1.20 1.20 4320.00 4320.00

6 Cost of Mannure including transportation As per iMarket Rate 400.00 Per Kg 0.50 2.00 200.00 800.00

7 Cost of Chemical including transportation As per iMarket Rate 400.00 Per plant 0.50 1.00 200.00 400.00

Total 27395.50 35395.508 Gap filling 20% 5479.1 7079.10

Total 32874.60 42474.607548.01 7548.01

40422.61 50022.61Say Rs 40423 50023

Contengency 3% 1501Grand total 51523

404231110151523

Labour AmMeterial Am

Total Am

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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Guava Plant Total plant 277 No C/C 6mx6m

S.N Details of work Qty UnitLc Total Lc Total

1

Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle

140.23 cum 91 91 12761 12761

2 Treatment of pits

aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.55 0.55 152.35 152.35

bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.27 0.27 74.79 74.79

3

Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 7.40 7.40 2049.8 2049.80

4

Cost of Plant including transportation (14+2=16) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.00 16.00 0 4432.00

5

Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 2.40 2.40 664.8 664.80

6

Weeding & hoeing three times in the year (277x3x3=2493)As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle

2493 Per plant 1.20 1.20 2991.6 2991.60

7 Cost of Mannure including transportation As per iMarket Rate 277 Per Kg 0.50 2.00 138.5 554.00

8 Cost of Chemical including transportation As per iMarket Rate 277 Per plant 0.25 1.00 69.25 277.00

Total 18902.13 23957.389 Gap filling 20% 3780.427 4791.48

Total 22682.56 28748.865207.92 5207.92

27890.48 33956.78Say 27890 33957

Contengency 3% 1019Grand total 34975

27890708534975

Labour AmMeterial Am

Total Am

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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Nimbu Plant Total plant 277 No C/C 6mx6m

S.N Details of work Qty UnitLc Total Lc Total

1

Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle

140.23 cum 91.00 91.00 12761.04 12761.04

2 Treatment of pits

aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.55 0.55

152.35

152.35

bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.27 0.27

74.79

74.79

3

Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 7.40 7.40

2049.80

2049.80

4

Cost of Plant including transportation (7+2=9) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 0.00 9.00

0.00

2493.00

5

Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle

277 Per plant 2.40 2.40

664.80

664.80

6

Weeding & hoeing three times in the year (156x3x3=1404) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle

2493 Per plant 1.20 1.20

2991.60

2991.60

7Cost of Mannure including transportation As per iMarket Rate

277 Per Kg 0.50 2.00138.50

554.00

8Cost of Chemical including transportation As per iMarket Rate

277 Per plant 0.50 1.00138.50

277.00

Total 18971.38 22018.389 Gap filling 20% 3794.2768 4403.68

Total 22765.66 26422.065227.00 5227.00

27992.66 31649.06Say Rs 27993 31649

Contengency 3% 949Grand total 32599

27993460632599

Labour AmMeterial Am

Total Am

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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Orange Plantation ProductionTotal plant 277 No C/C 6mx6m

S.N Details of work Qty UnitLc Total Lc Total

1

Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle

140.23 cum 91.00 91.00 12761.04 12761.04

2 Treatment of pits

aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle

277.00 Per plant 0.55 0.55 152.35 152.35

bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle

277.00 Per plant 0.27 0.27 74.79 74.79

3

Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle

277.00 Per plant 7.40 7.40 2049.80 2049.80

4

Cost of Plant including transportation (16+2=18) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle

277.00 Per plant 0.00 18.00 0.00 4986.00

5

Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle

277.00 Per plant 2.40 2.40 664.80 664.80

6

Weeding & hoeing three times in the year (277x3x3=2493) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle

2493.00 Per plant 1.20 1.20 2991.60 2991.60

7Cost of Mannure including transportation As per iMarket Rate

277.00 Per Kg 0.50 2.00 138.50 554.00

8Cost of Chemical including transportation As per iMarket Rate

277.00 Per plant 0.50 1.00 138.50 277.00

Total 18971.38 24511.389 Gap filling 20% 3794.277 4902.28

Total 22765.66 29413.665227.00 5227.00

27992.66 34640.66Say Rs 27993 34641

Contengency 3% 1039Grand total 35680

27993768735680

Labour AmMeterial Am

Total Am

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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265.85 bw1.5 mt Ht 0.6 MtS.no. Item Quantity Unit Rate

1 Dug belling work up to 5-7 cm depth (As per BSR2009, P.no. 14, item no. 156)

531.7 Rm 0.74

2 Earth work in ordinary soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m(Asper BSR2009, P.no. 17, item no.188A)

71.7795 Cum 54.6

3 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m(Asper BSR2009, P.no. 17, item no.188B)

71.7795 Cum 60.4

Total

Add for labour Relaxation In NREG

Total CostSay

LabourMaterial

Type of Structure- Farm BundCross section of bund- 0.54 sqmLength of bunding per hactare -

Contingency @ 3%Grand Total

Add for MATE,Drinking water coolie,palna coolie 6%

MODEL ESTIMATE FOR FARM BUNDING Foundation for Ecological Security

NREGSTehsil- Mandal,District- Bhilwara,State-Rajasthan,India

Name of the Village- Bhilo Ka Chora Name of the Revenue Village-DhapraName of the Farmer- Ratna Bheel

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TW 0.3mtAmount

393.458

3919.1607

4335.4818

8648.1005259.443015

8907.543706.33518.89

13132.7613100.00

12581519

Name of the Village- Bhilo Ka Chora Name of the Revenue Village-Dhapra

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Name of work:-No of plants:- 150 Spacing 0.6

S.no. Item Quantity Unit Lc Total Lc TotalAloevera plantation

1 Cost of Aloevera Plant Including Transporting,Loading & unloading.(3.75+0.94+0.297+0.3715=5.36)

150 Per Plant 0 5.36 0.00 804.00

2 Plantation work of plant 150X0.6=90Rmt

90 Per Rmt 9.97 9.97 897.30 897.30

Total 897.30 1701.30206.0 206.02

1103.3 1907.3Add. 0.03% Contengency charge 57

Total Amount 1965

190757

1965 Per Ha

Labour AmMeterial AmTotal Am

MODEL ESTIMATE OF ALOVERA PLANTATION District - Bhilwara, State - Rajasthan, India

Aloevera plantation

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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W/SName of work:-No of plants:- 150 Spacing 2 m

S.no.

Item Quantity Unit Lc Total Lc TotalKaronda Fencing

1 E/w Excavation for pit in hard soilin top of bund + 10% extra fordifferent position

150 No 7.48 7.48 1122.00 1122.00

2 Cost of Karonda Plant Including Transporting,Loading & unloading. (6+2=8)

150 Per Plant 0 8.00 0.00 1200.00

3 Plantation work of plant 150 Per Plant 7.4 7.40 1110.00 1110.00

4 Watering Charges (three year) 3x5=15Nox150=2250 Nox15=33750

A Cost of water including Transporting

33750 4000 Per Litre

0 450.00 0.00 3796.88

B Watering charges (150X3X5=2250) 2250 Per Plant 1.85 1.85 4162.50 4162.50

5 Treatment of pitA Cost of FYM 150 Per Plant 0 2.00 0.00 300.00

B Cost of Clorophyropas Powder 150 Per Plant 0 0.50 0.00 75.00

C Cost of Clorophyropas 2ml per plant

0.30 Per Litre 0 280.00 0.00 84.00

D Labour charge for treatment (0.55+0.27=0.82)

150 Per Plant 0.82 0.82 123.00 123.00

6 Weeding & Hoeing of plant in three year 2x3=6No x150 =900

900 Per Plant 1.2 1.20 1080.00 1080.00

Total 7597.50 13053.387 Gap filling 20% 1519.50 2610.68

Total 9117.00 15664.05

Aloevera plantation8 Cost of Aloevera Plant Including

Transporting,Loading & unloading.150 Per Plant 0 5.36 0.00 804.00

9 Plantation work of plant (1 m X 1m) 150 Per Rmt 9.97 9.97 1495.50 1495.50

Total 1495.50 2299.50Grand Total 10612.5 17963.55

2436.6 2436.6313049.1 20400.2

Say Rs 13049 20400Add. 0.03% Contengency charge 612

Total Amount 21012

130497963

21012 Per Ha

Labour AmMeterial AmTotal Am

MODEL ESTIMATE OF AGRO FORESTY District - Bhilwara, State - Rajasthan, India

Karonda fencing

Rate Amount

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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MODEL ESTIMATE

Name of work :-Bank Stabilization through construction of earthen bund

Height 0.80 mt.Bottom width 2.90 mt.

Top width 0.50 mt.X-Section 1.36 sqm.

Estimate For 100 M Length

S.N. Item Unit Quantity Rate ( Rs./unit) Amount Rs.Lab. total Lab. total

1 Jungal clearance by cuttingordinary vegetation and bushes(As per BSR 2011 , page no 10, item no 95)

sqm 400.00 1.36 1.36 544.00 544.00

2 Dag balling work sqm 400.00 1.00 1.00 400.00 400.00

(As per BSR 2011 , page no 14, item no 156)

3

cum 136.000 85.00 85.00 11560.00 11560.004 Vegetative measures L-S 350 350.00

Total 12454.00 12454.002859.44 2859.44

15313.44 15313.44Add 3% Contingency 459.40

15772.84

Total Amount 15772.84 Say 15800.00Labour Componant 15313.44 OR 158/-Per MMaterial Componant 459.40

Earth work for bund /embankment in dry or moist soil including laying in layers of 15cms. Break- ing of clods,sorting of grass, pebbles etc.and dressing in requried profile with manual compaction in hard soil. (As per BSR 2011 , page no 17, item no 188 b) (0.50+2.00)/2*0.75

Total Am.

Add.22.96% in Rising Labour Rate

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A Cross section of bund- 0.64 sqm Top Width 0.4

B Length per Ha-100 RMT Bottom Width 2.15

Height 0.5S.no. Item Quantity Unit Labour

Rate Total Rate

Labour Amount

Total Amount

1 Dug belling work up to 5-7 cm depth 400 Rm 0.88 0.88 352.00 352.00

2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m Asper page No 1 Item No

64 Cum 71.8 75.00 4595.20 4800.00

MODEL ESTIMATE OF ARABLE LAND (SEMI PUCCA BUND )

per page No 1 Item No 3 Prepare pallets with composition of

grass seed , fine soil and water 3 Kgs 16.3 16.80 48.90 50.40

4 Sowing of seed on bunds 300 Rm 0.52 0.52 156.00 156.005 Material transportation like water,

soil, manure etc. for pallets makingLS 0.00 100.00

6 Grass seedStylohemata 1 LS 0 40.00 0.00 40.00Dhaman 2 LS 0 83.00 0.00 166.00

Total 5152.10 5664.402207.67 2207.67

7359.77 7872.07Add. 6% waterman & Aaya 30.74

7359.77 7902.811689.80 1689.809049.58 9592.62

237.089830Grand Total

Contingency @ 3%

Add. 30% Reduction in Task for NREGS

Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk

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A Cross section of bund- 0.64 Sqm Top Width 0.4

B Length - 100 Rmt Bottom Width 2.15

Height 0.5S.no. Item Quantity Unit Labour

Rate Total Rate

Labour Amount

Total Amount

1 Dug belling work up to 5-7 cm depth 4x100=400m As per item no.156 page 15 of G.K.N.2012 BSR of Asind Block Bhilwara

400 Rm 1 1 400 400

2 Earth work in hard soil for construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m 0.64x100=64 cum As per item no.188B page 17 of G.K.N.2012 BSR of Asind Block Bhilwara

64 Cum 85 85 5440 5440

Total 5840.00 5840.001340.86 1340.86

MODEL ESTIMATE OF ARABLE LAND (SEMI PUCCA BUND )

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk 1340.86 1340.867180.86 7180.86

Say Rs 7181 71812157396

Say am 7400

Per Rmt 74/-Avarage length per Rm/Ha = 120 Rm 8880

Say am 0.089

0.4

Contingency @ 3%Grand Total

Per Ha Cost

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

1.5:1

0.50 2:1

. 0.4

. 0.42.15

1.6

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Name of Work :- Open contour trench Jal Grahan Vikash Samiti

W/STotal Area in Ha 1

Lc Total Lc Total

1 Marking of contour line through dumpy level 300 Per

metre 0.31 0.31 93.00 93.00

2Dug belling work for CCT up to 5-7 cm depth (As per BSR2011, P.no. 14, item no. 155a) (2X300=600)

600 Rm 1.00 1.00 600.00 600.00

Quantity of E/W (300Rmt X 0.2025=60.75 cum) 60.75 Cum 0.00 0.00

3 Excavation of hard soil for CCT as perBSR2012 40% 24.3 Cum 85.00 85.00 2065.50 2065.50

4 Excavation of murram for CCT as perBSR2012 60% 36.45 Cum 91.00 91.00 3316.95 3316.95

5 Sowing of local grass seed on bunds As per BSR2012 (3X300=900) 900 Rm 0.59 0.59 531.00 531.00

6 Grass seed 0.00 0.00A Spreeding of Grass seed 1 Ha 160 160 160.00 160.00B Making of pallets 12 Kg 18.9 18.9 226.80 226.80C Dhaman 12 Kg 0 83 0.00 996.00

Total cost for CCT 6993.25 7989.251605.65 1605.65

8598.90 9594.90

Contengency charge 3% 287.859882.75

SAY Amount 9900 Per Ha

Rate Amount

Total length of CCT per ha =300 rm/haCX= 0.2025 Cum

MODEL ESTIMATE OF OPEN CONTOUR TRENCH

Costing & Quantity Estimation of Contour trench

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

ItemS. No. Quantity Unit

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Name of Work :- Pasture Land Development (NRM) ASIND

1.00 Ha. Area for trenching, Size of trench 0.45 mt. Depth 0.45 mt. Width33.3 Mt. Contour to contour intervals 0.2025 Sqm cross section area of trench

80 MM / Hr. Rainfall intensity of area 0.002296 Mt. trenching length required in one hectare of landSay CCT/ha. 300.0060 Rmt. Length of Ditch cum bund fencing per ha.

278 Plants to be planted in one hectare Say 300 36.001.20 Mt. Depth of cattle protection trench, Top width 1.5 Bottom width 0.91.44 Sqm cross section area of DCB 60.00

S.no Particular Unit Quantity Labour Rate

Total Rate

Labour Cost Total Amount

(A) Ditch cum bund1 Dag belling work up to 5 to 7 cm depth. (4X60=240) Rmt. 240 1.00 1.00 240 240.002 Excavation of Ditch cum bund fencing Cum 86.43 Hard Soil 40% (60X1.44X0.4=34.56) Cum 34.56 91 91 3144.96 3144.964 Ordinary Murram 30% (60X1.44X0.3=25.92) Cum 25.92 99 99 2566.08 2566.085 Disintegrated Rock 30% (60X1.44X0.3=25.92) Cum 25.92 134 134 3473.28 3473.28

(B) Thor fencing work6 Excavation for thor fencing size 0.15x0.15x60 m Cum 1.35 91 91 122.85 122.85

(C) Counter Trench7 Layout ( by A-farm or dumpy level) for contouring. Rmt. 300 0.31 0.31 93 93.00

8Dug belling work up to 5 to 7 cm depth forcontouring. (2X300=600) Rmt. 600 1.00 1.00 600 600.00

40%Contour trench Excavation in 40 % Hard soil fortrenching. (1X300X0.2025X0.40=24.30) Cum 24.3 91 91.00 2211.3 2211.30

60%Contour trench Excavation in 60 % Ordinary Murramfor trenching. (1X300X0.2025X0.60=36.45) Cum 36.45 99 99.00 3608.55 3608.55

(D) Pits Work

40%Pit digging in hard soil of size 45x45x45 Cm. with10% scattered work. Per pit 120 7.48 7.48 897.6 897.60

60%Pit digging in moorm soil of size 45x45x45 Cm. with10% scattered work. Per pit 180 14.74 14.74 2653.2 2653.20

9Ring making of 1.0 Mt. Radius & 30 Cm. width X 20Cm. Depth. Per plant 300 2.40 2.40 720 720.00Note:- All Rates Apply Gramin kary Nirdesika 2012 Asind Block Total Rs.20,331 Rs.20,331

Rs.4,668 Rs.4,668Rs.24,999 Rs.24,999

Total Rs.24,999 Rs.24,999Contengency 3% 750

Total Amount 25749

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

MODEL ESTIMATE OF PASTURE LAND DOVELOPMENT WORK

Rmt. Length of Ditch cum bund fencing per ha.Total C P T

Costing & Quantity Estimation of Pasture Land Development

2.5 x 2.5 mt. Spacing

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Name of Work :- Pasture Land Development W/S

1 Ha. Area for P.D, ASIND60 Rmt. Length of Ditch cum bund fencing per ha.

277.8 Plants to be planted in one hectare Say 300 36.00

S.no Particular Unit Quantity Labour Rate

Total Rate

Labour Cost

Total Amount

(A) Thor fencing work1 Supply and cutting of 80 cm thor sticks. (7N0 Danda /-

Ha)Per 100 stick 420 74.3 174 312.06 730.80

2 Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

Per 100 stick 420 100 100 420 420.00

3 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 420 76.5 76.5 321.3 321.30

4 Planting of Thor sticks. Rmt. 60 6.93 6.93 415.8 415.80(B) Plantation work5 Treatment of pit by FYM & cloropairyphose Powder (25gm

per pit) Per pit 300 0.82 0.82 246 246.00

6 Cost of cloropairyphose Powder (As per market Rate) Per Kg 7.50 0.00 32.00 0 240.007 Cost of cloropairyphose 0.3x0.6=1.8 lit Per litre 1.80 0.00 280.00 0 504.008 Cost of FYM Per Kg 300.00 0.00 2.00 0 600.009 Cost of saplings Per plant 300 0 5.00 0 1500.0010 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1444.00 58.8 433.2011 Planting of plant with Rehandling work 100m distance,

mixing of soil with FYM,cloropairyphose Powder & filling ofpit.cutting of polythine bag & planting with doing compactsoil.

Per pit 300 7.40 7.40 2220 2220.00

12 Planting of Aloevera plant on top of contour trench 0.60mspacing with complete work.600x0.6=360 Rmt

Per Rmt 360 9.97 9.97 3589.2 3589.20

13 Cost of Aloevera including transport 10 Km + LoadingUnloading + Rehandling50%(3.75+0.94+0.297+0.3715=5.36)

Per plant 600 0 5.36 0 3216.00

MODEL ESTIMATE OF PASTURE LAND DOVELOPMENT WORK

6 x 6 mt. Spacing

(Production)Costing & Quantity Estimation of Pasture Land Development

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14 Watering to the plant with 15 liters per plant for first yearthree times,second year five times & third year five timeswith mixing cloropairyphose.(2ml per pit) (300X13=3900)

Per plant 3900 1.85 1.85 7215 7215.00

15 Transportation Cost of water up to 5 kmdistance.(300X13X15=58500)

Per 4000 Litre 58500.00 0 450.00 0 6581.25

16 Weeding & Hoeing (300X2X3=1800) Per plant 1800 1.20 1.20 2160 2160.0017 Ploughing by tractor cultivator and grass seed broadcasting

(seed rate 6 to 8 kgs/ha) cost of seed not includedHa. 0.80 284.00 959.00 227.2 767.20

18 Grass seed As per forest BSR 2004-2005 page no-12.

100% Dhaman Kg. 12 0 83.00 0 996.0019 Making pallets of mixture of fine soil, grass seed, manure

etc (seed rate 6 to 8 kgs/ha) cost of seed not includedKg. 12.00 18.90 18.90 226.8 226.80

20 Sowing of grass seed pallets on bunds in two rows. Rmt. 720 0.59 0.59 424.8 424.8021 Sowing of tree seed on ridges. Rmt. 300.00 0.59 0.59 177 177.0022 Sowing of tree seed on bund (Desi Babool,neem &

jetropha). Rmt. 180 0.59 0.59 106.2 106.20

23 Tree seed As per forest BSR 2004-2005 page no-12.Deshibabool Kg. 0.40 0.00 18.00 0 7.20

Kher Kg. 0.40 0.00 19.00 0 7.60Neem Kg. 0.40 0.00 39.00 0 15.60

Kumath Kg. 0.40 0.00 33.00 0 13.2024 One man chokidar for three year (within 25 Ha) No 43.80 135.00 135.00 5913 5913.0025 Gap filling in Second year (20%) 3097.8 4988.13

Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.44,035 Rs.27,131 Rs.44,035

Total Rs.27,131 44035.28Rs.6,229 6229.27

Rs.33,360 Rs.50,265 Add.3% Contengencey 1321.06

Grand Total 51585.61

Total Cost/ Ha Labour Cost/ Ha

Material Cost/ Ha

51586 33360 18225

77334NRM Part 25749Production 51586

Total Cost of Pasture Dovelopment

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

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Name of Village :- Name of Panchayat :-

Name of Work :- Pasture Land Development

1 Ha. Area for P.D, 400 Rmt. Length of Thore fencing per ha.400 Plants to be planted in one hectare Say 400

S.no Particular Unit Quantity Labour Rate

Total Rate

Labour Cost

Total Amount

(A) Thor fencing work1 Excavation for thor fencing size 0.15x0.15x60 m Cum 9.00 91 91 819.00 819.002 Supply and cutting of 80 cm thor sticks.(7 No Danda /-Ha) Per 100 stick 2800 74.3 174 2080.4 4872.00

3

Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. (70+30=100)

Per 100 stick 2800 100 100 2800 2800.00

4 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 2800 76.5 76.5 2142 2142.00

5 Planting of Thor sticks. Rmt. 400 6.93 6.93 2772 2772.00Total 10613.40 13405.00

(B) Plantation work6 Planting of Aloevera plant on Boundary of field & (0.6mx0.6m)

spacing with complete work ( 400x0.6=240 Rmt)Per Rmt 240 9.97 9.97 2392.8 2392.8

7 Cost of Aloevera Including Transportation 10 Km + LoadingUnloading + Rehandling 50 %(3.75+0.94+0.297+0.3715=5.36)

Per plant 400 1 5.36 400 2144.00

8 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 83.00 0 996.009 Making of Pallets Per Kg 12 18.9 18.90 226.8 226.8010 Spreeding of Grass Seed Per Ha 1 160 160.00 160 160.00

Note:- All Rates Apply Gramin kary Nirdesika 2012 Total Rs.3,180 Rs.5,920 Rs.3,180 Rs.5,920

Total Rs.3,180 5919.60Rs.730 Rs.730

Rs.3,910 Rs.6,650 Add.3% Contengencey 199.49

Grand Total 6849.13

Total Cost/ Ha Labour Cost/ Ha

Material Cost/ Ha

6849 3910 2939Total Cost of Private Pasture Dovelopment 20254Cost From w/s scheme 6849Contribution From Farmer in terms of live fencing 13405

Panchayat samity---------------------, District - Bhilwara, State - Rajasthan,

Costing & Quantity Estimation of Pasture Land Development

1.0 x 1.0 mt. Spacing

(Production)

Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk

ALOEVERA

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Name of Village :- Name of Panchayat :-

Name of Work :- Pasture Land Development

1 Ha. Area for P.D, 400 Rmt. Length of Thore fencing per ha.400 Plants to be planted in one hectare Say 400

S.no Particular Unit Quantity Labour Rate

Total Rate

Labour Cost

Total Amount

(A) Thor fencing work1 Excavation for thor fencing size 0.15x0.15x60 m Cum 9.00 1 1 9.00 9.002 Supply and cutting of 80 cm thor sticks.(7 No Danda /-Ha) Per 100 stick 2800 74.3 174 2080.4 4872.00

3

Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. (70+30=100)

Per 100 stick 2800 96.5 96.5 2702 2702.00

4 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 2800 76.5 76.5 2142 2142.00

5 Planting of Thor sticks. Rmt. 400 6.93 6.93 2772 2772.00Total 9705.40 12497.00

4158.7639 4158.76;ksx 13864 16655.76

tksMs+ 3 % ikuh okyk + vk;k 415.92 415.92;ksx 14280 17071.69

tksM+ 2 % dfUVu tsalh 341.43dqy ;ksx 17413

SAY 1741317410

317413.1226

Panchayat samity---------------------, District - Bhilwara, State - Rajasthan,

Private Pasture MNREGS

Costing & Quantity Estimation of Pasture Land Development

ykxr Je en esa ykxr lkexzh en esa

dqy ;ksx

Jaivik Bad(Production)

1.0 x 1.0 mt. Spacing

Je Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk

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Name of Work :- Indivisual Farmer Land Development Work 1 Ha. Area for P.D,

400 Rmt. Length of Thore fencing per ha.400 Plants to be planted in one hectare Say 400

(A) Plantation work Unit Quantity Labour Rate

Total Rate

Labour Cost

Total Amount 1 Planting of Aloevera plant on Boundary of field & (0.6mx0.6m)

spacing with complete work ( 400x0.6=240 Rmt)Per Rmt 240 9.97 9.97 2392.8 2392.8

2 Cost of Aloevera Including Transportation 10 Km + LoadingUnloading + Rehandling 50 %(3.75+0.94+0.297+0.3715=5.36)

Per plant 400 1 5.36 400 2144.00

3 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 83.00 0 996.004 Making of Pallets Per Kg 12 18.9 18.90 226.8 226.805 Spreeding of Grass Seed Per Ha 1 160 160.00 160 160.00

Note:- All Rates Apply Gramin kary Nirdesika 2012 Total Rs.3,180 Rs.5,920 Rs.3,180 Rs.5,920

Total Rs.3,180 5919.60Rs.730 Rs.730

Rs.3,910 Rs.6,650 Add.3% Contengencey 199.49

Grand Total 6849.13

Total Cost/ Ha Labour Cost/ Ha

Material Cost/ Ha

6849 3910 2939Total Cost of Private Pasture Dovelopment 6849Cost From w/s scheme 6849

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

1.0 x 1.0 mt. Spacing

MODEL ESTIMATE OF PRIVATE PASTURE LAND DOVELOPMENT WORKALOEVERA NRM

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Je dqy Je dqy jk'kh

1dBksj feV`Vh esa [kMMk [kqnkbZ dk;Z 0-60 * 0.60 *0.60=0.216 CumX200 No =43.20 Cum

Per Cum43.20 73.8 81 3188.16 3499.2

2 dBksj feV`Vh esa fjax [kqnkbZ dk;Z Per Cum 118.69 73.8 81 8759.322 9613.89

3

xM`Mks esa Hkjus gsrq ckgj ls ihyh feV`Vh dz; dj ifjogu e; xM`Mks esa HkjkbZ vkSlru 20 izfr'kr xM`Mks esa 73.8+41.70=115.50 cum

Per Cum

8.64 73.8 115.5 637.632 997.92

4ikS/kk [kjhn ou foHkkx dh ulZjh ls nks o"kZ dk ikS/kk

izfr ikS/kk220 0 8 0.00 1760.00

5ikS/k ifjogu 20 fdeh- ls vf/kd nwjh ls

izfr ikS/kk220 172.6 2631 37.97 578.82

6[kqns gq, xM`Mks dks dhVuk'kd nok ls mipkjhr djuk A

izfr ikS/kk200 0.49 0.49 98.00 98.00

7 dhVuk'kd nok [kjhn dk;Z izfr ikS/kk 200 0.5 1 100.00 200.00

8 ikS/kkSa dk jksi.k izfr ikS/kk 200 3.2 3.2 640.00 640.00

9ty laj{k.k gsrq Fkkoyk cukuk 50 lseh- v/nZO;kl esaA

izfr Fkkoyk200 2.1 2.1 420.00 420.00

10ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00

11ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

12o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.1 1.1 440.00 440.00

13 Fkksj Qsaflx dk;Z fjx ds vUnj Rmt 1507 18 30 27126.00 45210.00

14ikS/kSds pkjks vksj rjQ 2 fe- ifjf/k daVhayh >kfM;ksa dh ckM yxkuk e; >kfM;ksa dks LFkkuh; Lrj ls dkVuk -

izfr ikS/kk200 7.2 7.2 1440.00 1440.00

dqy jkf'k 45057.09 70217.83

Je dqy Je dqy jk'kh

12f}rh; o"kZ iqu% jksi.k gsrq 20% jkf'k izFke o"kZ ds ;ksx dh 6590.03 10729.20

13 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.348 1.35 269.60 270.00

14o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.1 1.1 440.00 440.00

15ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00

nj jk'kh

ESTIMATE OF ROAD SIDE PLANTATION WORK

dz-l- ek=k

dz-l-

izFke o"kZ la/kkj.k

fooj.k bZdkbZ

fooj.k bZdkbZ

nj jk'kh

f}rh; o"kZ la/kkj.k

ek=k

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16ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

dqy jkf'k 9469.63 16759.20

Je dqy Je dqy jk'kh

17 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.348 1.35 269.60 270.00

18o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.1 1.1 440.00 440.00

19ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00

20ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

dqy jkf'k 2879.60 6030.00rhuks o"kZ dk dqy ;ksx 57406.31 93007.03

Total Cost/ Ha Labour Cost/ Ha

Material Cost/ Ha 57406

2459993007 57406 35601 35601

2460120066120066

2401122467

dz-l- fooj.k bZdkbZ ek=k

r`rh; o"kZ la/kkj.k

jk'khnj

Grand Total

Labour costAdd.30% reductionMeterialAdd.3% water,AayaTotal

Contengency 2%

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Je dqy Je dqy jk'kh

1dBksj feV`Vh esa [kMMk [kqnkbZ dk;Z 0-60 * 0.60 *0.60=0.216 CumX200 No =43.20 Cum

Per Cum43.20 91 91 3931.2 3931.2

2 dBksj feV`Vh esa fjax [kqnkbZ dk;Z Per Cum 118.69 91 91 10800.79 10800.79

3

xM`Mks esa Hkjus gsrq ckgj ls ihyh feV`Vh dz; dj ifjogu e; xM`Mks esa HkjkbZ vkSlru 20 izfr'kr xM`Mks esa 91+41.70=132.70 cum

Per Cum

8.64 91 132.7 786.24 1146.528

4ikS/kk [kjhn ou foHkkx dh ulZjh ls nks o"kZ dk ikS/kk

izfr ikS/kk220 0 8 0.00 1760.00

5ikS/k ifjogu 20 fdeh- ls vf/kd nwjh ls

izfr ikS/kk220 196 2654 43.12 583.88

6[kqns gq, xM`Mks dks dhVuk'kd nok ls mipkjhr djuk A

izfr ikS/kk200 0.55 0.55 110.00 110.00

7 dhVuk'kd nok [kjhn dk;Z izfr ikS/kk 200 0.5 1 100.00 200.00

8 ikS/kkSa dk jksi.k izfr ikS/kk 200 3.6 3.6 720.00 720.00

9ty laj{k.k gsrq Fkkoyk cukuk 50 lseh- v/nZO;kl esaA

izfr Fkkoyk200 2.4 2.4 480.00 480.00

10ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr

ckj

1400 1.85 1.85 2590.00 2590.00

11ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

12o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.2 1.2 480.00 480.00

13 Fkksj Qsaflx dk;Z fjx ds vUnj Rmt 1507 24 31 36168.00 46717.00

14ikS/kSds pkjks vksj rjQ 2 fe- ifjf/k daVhayh >kfM;ksa dh ckM yxkuk e; >kfM;ksa dks LFkkuh; Lrj ls dkVuk -

izfr ikS/kk200 8.2 8.2 1640.00 1640.00

dqy jkf'k 57849.35 74309.40Contengency 3% 2229.28

dqy jkf'k izFke o"kZ 76538.68

Je dqy Je dqy jk'kh

12f}rh; o"kZ iqu% jksi.k gsrq 20% jkf'k izFke o"kZ ds ;ksx dh 8618.46 11188.42

13 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00

14o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.2 1.2 480.00 480.00

f}rh; o"kZ la/kkj.kdz-l-

izFke o"kZ la/kkj.k

nj

nj jk'kh

ESTIMATE OF ROAD SIDE PLANTATION WORK

jk'kh

dz-l- fooj.k

bZdkbZ ek=k

bZdkbZ ek=k

fooj.k

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15ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr

ckj1400 1.85 1.85 2590.00 2590.00

16ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

dqy jkf'k 11994.46 17714.42Contengency 3% 531.43

dqy jkf'k f}rh; o"kZ 11994.46 18245.85

Je dqy Je dqy jk'kh

17 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00

18o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)

izfr ikS/kk400 1.2 1.2 480.00 480.00

19ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr

ckj

1400 1.85 1.85 2590.00 2590.00

20ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

3376.00 6526.00Contengency 3% 195.78

dqy jkf'k r`rh; o"kZ 3376.00 6721.78egk;ksx 73219.81 101506

16811dqy jkf'k 118318

Say Rs 1.19/-KM

dz-l- fooj.k bZdkbZ ek=k

Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk

nj jk'kh

r`rh; o"kZ la/kkj.k

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1 Name of village :- G.P.P.S Asind DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF PAKA WESTE WEIR

Design

1 Available crest length 4.00 M

2 Total catchment area 1.00 Ha

3 Hight of structure 0.50 M

A Design discharge (By flood discharge method)

WESTE WEIR FOR BANK STAIBLISATION WORK

A Design discharge (By flood discharge method)

A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=

Q = C I A C= 0.4036 Catchment Area 1.00 Ha

Q = 0.27 cumsec K = L3 H L= 75.00 M

Say 0.27 cumsec H= 0.80 MK 726.18Tc=0.0195K0.77

3.11I = 23.90 cm/hr.

B HYDROLIC DESIGN

Q = 1.71L(h)3/2 L = 4.00 mt length available at siteQ = 1.71L(h)3/2 L = 4.00 mt length available at siteh =[Q/1.71L]2/3

h = 0.11 Say = 0.10

Taking free board as 0.05 M

Total d = 0.15

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C. STRUCTURAL DESIGN

(I) Top width of Head wallh /(p-1)0.5 0.09 0.09 say = 0.40 M(as per site condition where h = 0.10 m p = 2.30 0.10 M

p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wallb = h+H /(p-1)0.5 0.53 Say = 0.75 M

H =heigth of head wall in meters = 0.5 m 0.50 M

(iii) Length of head wall extension H +d + 1 1.65 1.65 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M

(iv) Heigth of Head wall extension (iv) Heigth of Head wall extensionH + d = 0.65 M

(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.30 0.45 M

(vi) Top width of HW ext0.4H= 0.2 0.40 M

(vii) Length of BasinL.B =0.75(H+d)+H 0.99 1.00 M

(viii) Thickness of Basin =0.60m(incloding concreting)

(ix) Height of side wall H+d = 0.65 0.65 M

(x) Height of side wall =1.5h at W W joints1.5h = 0.15 0.25 M

(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall (xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall

1.75

(xii) Length of wing wall = 2.25 h=0.23 0.00 M

(xiii) Height of the wing wall = 0.15 0.00 M

(xiv) Top width of Head wall ext site wall wing wall =

(xv) Width of toe wall= 0.3 M

(xvi)Height of toe wall = 0.15 M

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(xvii) Height of wing wall at wing end = 0.00 M

(xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 0.45 M

(xix)Depth of foundation taking as 0.60 M

Prepared by Checked by Approved by

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STABILITY CHECK'S

a Top width of anicut = 0.40 m

b Bottm width of anicut = 0.75 m w1 + w2self weight of anicut

p1 Pressure due to water besswall

p2 Horizontal water pressure

p3 Up lift pressure

h Food heigth = 0.10 m H heigth of anicut = 0.50 m L considening one metre = 1 S 2.3 C 0.6 C 0.6

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

s. no. Forcesv- vertical forces

H- horizontal forces

Force acting at a distance from B

moment at B 2x5 + ve -ve

1 w1 = a x H xLxS0.46 0.46 2.20 1.01

2 w2 = 1/2x(b-a)xHxLxS0.20 0.20 1.13 0.23

3 p1 =wh x H0.05 0.05 0.90 0.05

4 p2 =wH2/2 x H0.13 0.13 0.60 0.080.13 0.13 0.60 0.08

5 p3 =cxwbx(H+h)/20.14 0.14 1.80 0.24

TOTAL 0.53 0.18 1.24 0.36 Em=mr-mo

0.88

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CHECKS IN OVERTURNING

Factor of satety agaist overturning

Emr/Emo =+m/-m = Restoning moment/overturning moment

3.41

it is more than 1.50 hance structure is safe against overturning

SLINDING

Factor of safety against slinding

Ev/Eh = 3.01

it is more than 1.0 hance structure is safe against slinding

RUPTURE (safety against tension at the bese)

X Relne Position of resultant measured from toe

x = Em/Ev = 1.67

e = b/2 - X -1.29

Ev/b (1+6e/b) -9.62

Ev/b (1-6e/b) 11.02

P max = -9.62

P min = 11.02

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Name of work :-Waste weir S.No Particular Qty. Rate Per Amount Labour Rate L.Amount

1Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete As peritem no.2 page 1 ofG.K.N.2012 BSR of AsindBlock Bhilwara circle

6.17 91.00 cum 561.02 91.00 561.015 2

cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HBAs per item no.191

ABSTRACT OF COST

Modal estimate of wasteweir in Bank staiblisation

50mm. HBAs per item no.191page 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle

1.74 1719.00 cum 2984.61 320.00 555.6 3 Random rubble stone

masonary in cement sandmortar(1:6) for foundationAsper item no.190A page 17of G.K.N.2012 BSR of AsindBlock Bhilwara circle 3.83 1274.00 cum 4877.83 357.00 1366.86

4 Random rubble stone

masonary in cement sandmortar(1:6) forsuperstructureAs per item no.191page 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle 2.57 1719.00 cum 4412.67 320.00 821.44

5 Cement plaster including

smooth finishing in cementmortar (1:4)25mm thickAsper item no.70A page 8 ofG.K.N.2012 BSR of Asindper item no.70A page 8 ofG.K.N.2012 BSR of AsindBlock Bhilwara circle 13.44 139.00 cum 1867.47 68.90 925.67

6

Cement concrete coping incement mortar1:.2:4.100mmthickAs per item no.194Apage 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle

0.28 2651.00 cum 747.58 316.00 89.11 TOTAL 15451.18 4319.70

Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk 991.80 991.80TOTAL 16442.98 5311.51

TOTAL 16442.98 5311.51Add 3% Contingency Charges 493

TOTAL 16936 5311.51METARIAL 11625 SAY 9900/-LABOUR 5312 SAY 4700/-TOTAL 16936

TOTAL Rs. 16936 Say 17000

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NAME OF WORK : WASTE WEIR S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:3:6) mmHB (cum) 4.05,0.43,0.86 1.74 7.03 0.75 1.49

2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 6.40 8.95 1.92 7.04

3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 13.44 2.06 0.40

4 Raised &cut pointing (sqm)0.0.32, 0.0043

5 Stone kharanja in cementmortar (1:6)(cum)1.80, 0.375, 1.20

6 Cement concrete coping incement mortar1:1.5:3.75 mmthick 7.33,0.40,0.78 0.28 2.07 0.11 0.22

MATERIAL CONSUMPTION STATEMENT

thick 7.33,0.40,0.78 0.28 2.07 0.11 0.227 Dry stone pitching

TOTAL 20.11 3.18 1.71 7.04SAY 20 BAGS 1.01 MT

PLAN1.5 4.00 1.5

1.40

0.3 0.5

0.150.40

0.50 0.25G.L G.L

0.15

0.400.40

0.450.60

0.150.15

0.75

0.40

0.65

0.60

0.150.45

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

1.00

X-Section

G.L.

2.2.

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Name of work :- Weste WeirP,S, -Asind DISTT. BHILWARA

S.No.PARTICULAR No. LENGTHBREADTHHT/DEPTH QUANTITY1 Total Excavation

H.W. 1.00 4.00 0.75 0.60 1.80H.W.E. 2.00 1.50 0.45 0.60 0.81S.W. 2.00 1.75 0.45 0.60 0.95Toe wall 1.00 4.00 0.30 0.45 0.54Apron 1.00 4.00 1.00 0.45 1.80Wing Wall 2.00 0.50 0.45 0.60 0.27

Total (cu.m) 6.172 Excavation in hard soil dry or

most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%of

DETAILED ESTIMATE

dressing etc complete 10%ofTotalExcavation

Total 6.175 cement concrete well mixed

in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W. 1.00 4.00 0.75 0.15 0.45H.W.E. 2.00 1.50 0.45 0.15 0.20S.W. 2.00 1.75 0.45 0.15 0.24Toe Wall 1.00 4.00 0.30 0.15 0.18Apron 1.00 4.00 1.00 0.15 0.60Wing Wall 2.00 0.50 0.45 0.15 0.07

Total 1.746 Random rubble stone

masonary in cement sandmortar(1:6) for foundation H.W. 1.00 4.00 0.75 0.45 1.35H.W.E. 2.00 1.50 0.45 0.45 0.61S.W. 2.00 1.75 0.45 0.45 0.71Toe Wall 1.00 4.00 0.30 0.30 0.36Apron 1.00 4.00 1.00 0.15 0.60Apron 1.00 4.00 1.00 0.15 0.60Wing Wall 2.00 0.50 0.45 0.45 0.20

Total 3.837

Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

H.W. 1.00 4.00 0.58 0.50 1.15H.W.E 1.00 3.00 0.40 0.65 0.78S.W. 2.00 1.30 0.40 0.33 0.34

2.00 0.30 0.40 0.65 0.162.00 0.05 0.40 0.33 0.01

Wing Wall 2.00 0.50 0.40 0.33 0.13

Total 2.57

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9 Cement plaster includingsmooth finishing in cementmortar (1:3)25mm thickH.W. 1.00 4.00 0.50 2.00

1.00 4.00 0.80 3.201.00 4.00 0.30 1.20

S.W. 2.00 0.40 0.15 0.122.00 0.35 0.40 0.122.00 1.30 0.33 0.852.00 1.00 0.30 0.60

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 4.00 0.15 0.60Wing Wall 2.00 0.50 0.25 0.25Apron 1.00 4.00 0.75 3.00

Total 13.4411 Cement concrete coping in

cement mortar1:2:4.75 mmthickH.W. 1.00 4.00 0.40 0.05 0.08S.W. 2.00 2.05 0.40 0.05 0.08H.W.E. 1.00 3.00 0.40 0.05 0.06H.W.E. 1.00 3.00 0.40 0.05 0.06Toe.Wall 1.00 4.00 0.30 0.05 0.06

Total 0.2812 E/W for bind / embankment

in dry or mosit soil includinglaying on layers 1.5cmBreaking of clods sort ing ofgrass pabbles ete anddressing in requred profilewhen compacted manually orby plain roller with initial leadof 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil Total 0

13 Dry stone pitching hammerdressing with packing ofvoids from small stoneincluding all lifts in reqiredprofile of depth of 20 to 23cm 0cm 0

Total 0

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0.10 P30.40

P1

0.50 w1 0.55 P2 0.25

0.17 w2

0.60

0.50

0.36

0.75

0.25 0.50

2.

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1 Name of village :- G.P.P.S Asind DISTT. BHILWARA ( RAJ.)

2 Name of work :- CONTRUCTION OF PAKA WESTE WEIR

Design

1 Available crest length 4.00 M

2 Total catchment area 1.00 Ha

3 Hight of structure 0.35 M

A Design discharge (By flood discharge method)

WESTE WEIR FOR ARAIBLE LAND

A Design discharge (By flood discharge method)

A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=

Q = C I A C= 0.4036 Catchment Area 1.00 Ha

Q = 0.27 cumsec K = L3 H L= 75.00 M

Say 0.27 cumsec H= 0.80 MK 726.18Tc=0.0195K0.77

3.11I = 23.90 cm/hr.

B HYDROLIC DESIGN

Q = 1.71L(h)3/2 L = 4.00 mt length available at siteQ = 1.71L(h)3/2 L = 4.00 mt length available at siteh =[Q/1.71L]2/3

h = 0.11 Say = 0.10

Taking free board as 0.05 M

Total d = 0.15

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C. STRUCTURAL DESIGN

(I) Top width of Head wallh /(p-1)0.5 0.09 0.09 say = 0.40 M(as per site condition where h = 0.10 m p = 2.30 0.10 M

p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wallb = h+H /(p-1)0.5 0.39 Say = 0.75 M

H =heigth of head wall in meters = 0.35 m 0.35 M

(iii) Length of head wall extension H +d + 1 1.50 1.50 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M

(iv) Heigth of Head wall extension (iv) Heigth of Head wall extensionH + d = 0.50 M

(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.23 0.45 M

(vi) Top width of HW ext0.4H= 0.14 0.40 M

(vii) Length of BasinL.B =0.75(H+d)+H 0.73 0.75 M

(viii) Thickness of Basin =0.60m(incloding concreting)

(ix) Height of side wall H+d = 0.50 0.50 M

(x) Height of side wall =1.5h at W W joints1.5h = 0.15 0.25 M

(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall (xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall

1.50

(xii) Length of wing wall = 2.25 h=0.23 0.00 M

(xiii) Height of the wing wall = 0.15 0.00 M

(xiv) Top width of Head wall ext site wall wing wall =

(xv) Width of toe wall= 0.3 M

(xvi)Height of toe wall = 0.15 M

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(xvii) Height of wing wall at wing end = 0.00 M

(xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 0.45 M

(xix)Depth of foundation taking as 0.60 M

Prepared by Checked by Approved by

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STABILITY CHECK'S

a Top width of anicut = 0.40 m

b Bottm width of anicut = 0.75 m w1 + w2self weight of anicut

p1 Pressure due to water besswall

p2 Horizontal water pressure

p3 Up lift pressure

h Food heigth = 0.10 m H heigth of anicut = 0.35 m L considening one metre = 1 S 2.3 C 0.6 C 0.6

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

s. no. Forcesv- vertical forces

H- horizontal forces

Force acting at a distance from B

moment at B 2x5 + ve -ve

1 w1 = a x H xLxS0.32 0.32 2.20 0.71

2 w2 = 1/2x(b-a)xHxLxS0.14 0.14 1.13 0.16

3 p1 =wh x H0.04 0.04 0.90 0.03

4 p2 =wH2/2 x H0.06 0.06 0.60 0.040.06 0.06 0.60 0.04

5 p3 =cxwbx(H+h)/20.09 0.09 1.80 0.17

TOTAL 0.37 0.10 0.87 0.24 Em=mr-mo

0.63

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CHECKS IN OVERTURNING

Factor of satety agaist overturning

Emr/Emo =+m/-m = Restoning moment/overturning moment

3.64

it is more than 1.50 hance structure is safe against overturning

SLINDING

Factor of safety against slinding

Ev/Eh = 3.83

it is more than 1.0 hance structure is safe against slinding

RUPTURE (safety against tension at the bese)

X Relne Position of resultant measured from toe

x = Em/Ev = 1.71

e = b/2 - X -1.33

Ev/b (1+6e/b) -10.17

Ev/b (1-6e/b) 11.16

P max = -10.17

P min = 11.16

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Name of work :-Waste weir S.No Particular Qty. Rate Per Amount Labour Rate L.Amount

1Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete As peritem no.2 page 1 ofG.K.N.2012 BSR of AsindBlock Bhilwara circle

5.58 91.00 cum 507.78 91.00 507.78 2

cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HBAs per item no.191

ABSTRACT OF COST

Modal estimate of wasteweir in arale land

50mm. HBAs per item no.191page 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle

1.55 1719.00 cum 2668.75 320.00 496.8 3 Random rubble stone

masonary in cement sandmortar(1:6) for foundationAsper item no.190A page 17of G.K.N.2012 BSR of AsindBlock Bhilwara circle 3.58 1274.00 cum 4557.74 357.00 1277.17

4 Random rubble stone

masonary in cement sandmortar(1:6) forsuperstructureAs per item no.191page 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle 1.85 1719.00 cum 3171.56 320.00 590.4

5 Cement plaster including

smooth finishing in cementmortar (1:4)25mm thickAsper item no.70A page 8 ofper item no.70A page 8 ofG.K.N.2012 BSR of AsindBlock Bhilwara circle 11.77 139.00 cum 1635.34 68.90 810.61

6

Cement concrete coping incement mortar1:.2:4.100mmthickAs per item no.194Apage 17 of G.K.N.2012 BSRof Asind Block Bhilwara circle

0.27 2651.00 cum 721.07 316.00 85.95 TOTAL 13262.22 3768.71

Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk 865.30 865.30TOTAL 14127.52 4634.00

TOTAL 14127.52 4634.00Add 3% Contingency Charges 424

TOTAL 14551 4634.00METARIAL 9917 SAY 9900/-LABOUR 4634 SAY 4700/-TOTAL 14551

TOTAL Rs. 14551 Say 14600

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NAME OF WORK : WASTE WEIR S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1 Cement concrete (1:3:6) mmHB (cum) 4.05,0.43,0.86 1.55 6.29 0.67 1.34

2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 5.42 7.59 1.63 5.96

3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 11.77 1.80 0.35

4 Raised &cut pointing (sqm)0.0.32, 0.0043

5 Stone kharanja in cementmortar (1:6)(cum)1.80, 0.375, 1.20

6 Cement concrete coping incement mortar1:1.5:3.75 mmthick 7.33,0.40,0.78 0.27 1.99 0.11 0.21

MATERIAL CONSUMPTION STATEMENT

thick 7.33,0.40,0.78 0.27 1.99 0.11 0.217 Dry stone pitching

TOTAL 17.67 2.76 1.55 5.96SAY 18 BAGS 0.88 MT

PLAN1.5 4.00 1.5

1.40

0.3 0.5

0.150.40

0.35 0.25G.L G.L

0.15

0.400.40

0.450.60

0.150.15

0.75

0.40

0.50

0.60

0.150.45

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

X-Section

G.L.

0.75

2.2.

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Name of work :- Weste WeirP,S, DISTT. BHILWARA

S.No.PARTICULAR No. LENGTHBREADTHHT/DEPTH QUANTITY1 Total Excavation

H.W. 1.00 4.00 0.75 0.60 1.80H.W.E. 2.00 1.50 0.45 0.60 0.81S.W. 2.00 1.50 0.45 0.60 0.81Toe wall 1.00 4.00 0.30 0.45 0.54Apron 1.00 4.00 0.75 0.45 1.35Wing Wall 2.00 0.50 0.45 0.60 0.27

Total (cu.m) 5.582 Excavation in hard soil dry or

most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%of

DETAILED ESTIMATE

dressing etc complete 10%ofTotalExcavation

Total 5.585 cement concrete well mixed

in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W. 1.00 4.00 0.75 0.15 0.45H.W.E. 2.00 1.50 0.45 0.15 0.20S.W. 2.00 1.50 0.45 0.15 0.20Toe Wall 1.00 4.00 0.30 0.15 0.18Apron 1.00 4.00 0.75 0.15 0.45Wing Wall 2.00 0.50 0.45 0.15 0.07

Total 1.556 Random rubble stone

masonary in cement sandmortar(1:6) for foundation H.W. 1.00 4.00 0.75 0.45 1.35H.W.E. 2.00 1.50 0.45 0.45 0.61S.W. 2.00 1.50 0.45 0.45 0.61Toe Wall 1.00 4.00 0.30 0.30 0.36Apron 1.00 4.00 0.75 0.15 0.45Apron 1.00 4.00 0.75 0.15 0.45Wing Wall 2.00 0.50 0.45 0.45 0.20

Total 3.587

Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

H.W. 1.00 4.00 0.58 0.35 0.81H.W.E 1.00 3.00 0.40 0.50 0.60S.W. 2.00 1.05 0.40 0.25 0.21

2.00 0.30 0.40 0.50 0.122.00 0.05 0.40 0.25 0.01

Wing Wall 2.00 0.50 0.40 0.25 0.10

Total 1.85

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9 Cement plaster includingsmooth finishing in cementmortar (1:3)25mm thickH.W. 1.00 4.00 0.35 1.40

1.00 4.00 0.65 2.601.00 4.00 0.30 1.20

S.W. 2.00 0.40 0.15 0.122.00 0.35 0.33 0.122.00 1.05 0.25 0.532.00 0.75 0.30 0.45

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 4.00 0.15 0.60Wing Wall 2.00 0.50 0.25 0.25Apron 1.00 4.00 0.75 3.00

Total 11.7711 Cement concrete coping in

cement mortar1:2:4.75 mmthickH.W. 1.00 4.00 0.40 0.05 0.08S.W. 2.00 1.80 0.40 0.05 0.07H.W.E. 1.00 3.00 0.40 0.05 0.06H.W.E. 1.00 3.00 0.40 0.05 0.06Toe.Wall 1.00 4.00 0.30 0.05 0.06

Total 0.2712 E/W for bind / embankment

in dry or mosit soil includinglaying on layers 1.5cmBreaking of clods sort ing ofgrass pabbles ete anddressing in requred profilewhen compacted manually orby plain roller with initial leadof 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil Total 0

13 Dry stone pitching hammerdressing with packing ofvoids from small stoneincluding all lifts in reqiredprofile of depth of 20 to 23cm 0cm 0

Total 0

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0.10 P30.40

P1

0.35 w1 0.55 P2 0.18

0.12 w2

0.45

0.35

0.27

0.75

0.25 0.50

2.

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JAHAJPUR4

No. of Trainees:- 30S.No Activities Rate Unit Total Remark

1 Daily allowance For Loading/ Boarding Trainees

30 Trainees for Four Days

800 per Trainees per Days

96000.00 As per Annexure I

2 Food Charges (Break fast, lunch, Dinner, Tea & Snakes

30 Trainees for Four Days

200 per Trainees per Days

24000.00 As per Annexure I

3 Stationary and Training Material ( Per Trainees )

30 Trainees 390 Per Trainees 11700.00 As per Annexure I

4 Honorium of resource person (4X2=8)

8 Resource person for One days per two hour

700 per resource person

5600.00 As per Annexure I

5 Honorium of Eminent Guest Speakers

2 Resource person for One days per two hour

2500 per resource person

5000.00 As per Annexure I

6 Daily allowance of resource person

10 Resource person for One days

800 per resource person

8000.00 As per Annexure I

7 Travelling allowance of resource person

10 Resource person for One days

100 Actual bus fare

1000.00 As per Annexure I

8 Tantage and class room facility creation

4 One days programme

3000 Actual 12000.00 As per Annexure I

9 Miscellaneous charges 3600.00 As per Annexure I

Total 166900.00

1669005600

(a) Bannar (b) Photo

Actual

Total Cost of 30 memberPer Member Cost

Say 5600/-Rs per Member per trainning

DETAILED EXPENDITURE OF PASTURE DEVELOPMENT & MANAGEMENT TRAINING

(Four Day Training )Training Date :- Panchayat Sameeti :-

No. of Training Days :- Project Name :- IWMP -XVIINAME OF TRAINNERS :- PIA & WDT

No. Of Person

Training Place :- DISTICT LEVEL

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JAHAJPUR3

No. of Trainees:- 30S.No Activities Rate Unit Total Remark

1 Daily allowance For Loading/ Boarding Trainees

30 Trainees for Three Days 1000 per Trainees per Days

90000.00 As per Annexure I

2 Food Charges (Break fast, lunch, Dinner, Tea & Snakes

30 Trainees for Three Days 250 per Trainees per Days

22500.00 As per Annexure I

3 Stationary and Training Material ( Per Trainees )

30 Trainees 390 Per Trainees 11700.00 As per Annexure I

4 Honorium of resource person (3X2=6)

6 Resource person for One days per two hour

700 per resource person

4200.00 As per Annexure I

5 Honorium of Eminent Guest Speakers

2 Resource person for One days per two hour

2500 per resource person

5000.00 As per Annexure I

6 Daily allowance of resource person

8 Resource person for One days

1000 per resource person

8000.00 As per Annexure I

7 Travelling allowance of resource person

8 Resource person for One days

150 Actual bus fare

1200.00 As per Annexure I

8 Tantage and class room facility creation

3 One days programme 4000 Actual 12000.00 As per Annexure I

9 Miscellaneous charges 3600.00 As per Annexure I

Total 158200.00

1582005300

Total Cost of 30 memberPer Member Cost

Say 5300/-Rs per Member per trainning

DETAILED EXPENDITURE OF WDT & PIA TRANNING PROGRAMME(Three Day Training )

Training Date :- Panchayat Sameeti :-Training Place :- STATE LEVEL No. of Training Days :- Project Name :- IWMP -XVII

No. Of Person

(a) Bannar (b) Photo

Actual

NAME OF TRAINNERS :- PIA & WDT

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1-

2- ;kstuk dk uke&

Je dqy Je ;ksx

1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;Z 1 2 50 1001 4 20 801 4 12 48

228 1.00 1.00 228.00 228.00

Øa-la- dk;Z dk fooj.k la0 iSnsa dk {ks=Qy

vkSlr {ks=Qy

xgjkbZ jkf'kek=k bdkbZ nj

iSans dh pkSM+kbZ 12 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj Location- 0

dk;kZy; iapk;r lfefr] vklhUn ] ftyk HkhyokMk fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku

dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z xzke& xzke iapk;r&

Total

izfr jfuax eh

Åij dk {ks=Qy

228 1.00 1.00 228.00 228.00

2 txay dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM+;ksa dksdkVus lfgrA 1 44 32 1408 oxZ eh- 1.36 1.36 1914.88 1914.88

3uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZdjuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk][kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn A- l[r] fpduh] dadj feêh esa 60 izfr- vkSlr 1 144 400 272 1.2 326.4 ?ku eh- 91.00 91.00 29702.40 29702.40

B- eqjZe 1 144 400 272 0.4 108.8 ?ku eh- 99.00 99.00 10771.20 10771.20

C- fo?kfVr pV~Vku @eqjZe 20 izfr- vkSlr 1 144 400 272 0.4 108.8 ?ku eh- 134.00 134.00 14579.20 14579.204 vfrfjDr fy¶V dk dk;Z 1 144 196 170 0.5 85 l[;k 11.00 11.00 935.00 935.005 c.M ij /kke.k /kkl cqckbZ dk dk;ZA 15 ykbu esa 1 15 50 750 izfr

jfuax eh0.59 0.59 442.50 442.50

6 /kke.k /kkl [kjhn dk;ZA 6 fdxzk 0.00 82.00 0.00 492.00Total Total 58573.18 59065.18

13448.40 13448.40

;ksx 72022 72513.58

tksM+ 3 % dfUVu tsalh 2175.41

dqy

Je Hkkx esa 22.96 % etnwjh esa of) ds dkj.k vfrfjDr tksMuk

Total

dqy ;ksx

74689

SAY 74700

72020

268074700

ykxr lkexzh en esa dqy ;ksx

ykxr Je en esa

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1-

2- ;kstuk dk uke&

Je dqy Je ;ksx

1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;Z 1 2 50 100

1 4 20 80

Øa-la- dk;Z dk fooj.k la0 iSnsa dk {ks=Qy

Åij dk

{ks=Qy

vkSlr {ks=Qy

xgjkbZ jkf'kNREGS

ek=k bdkbZ nj

iSans dh pkSM+kbZ 12 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj Location- 0

dk;kZy; iapk;r lfefr] vklhUn ] ftyk HkhyokMk fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku

dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z xzke& xzke iapk;r&

MNREGS

izfr jfuax 1 4 20 801 4 12 48

228 0.88 0.88 200.64 200.64

2 txay dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM+;ksa dksdkVus lfgrA 1 44 32 1408 oxZ eh- 1.20 1.20 1689.60 1689.60

3 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZdjuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk][kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn A- l[r] fpduh] dadj feêh esa 60 izfr- vkSlr 1 144 400 272 1.2 326.4 ?ku eh- 73.80 81.00 24088.32 26438.40

B- eqjZe 1 144 400 272 0.4 108.8 ?ku eh- 79.30 88.00 8627.84 9574.40

C- fo?kfVr pV~Vku @eqjZe izfr- vkSlr 1 144 400 272 0.4 108.8 ?ku eh- 110.70 118.00 12044.16 12838.40

4 vfrfjDr fy¶V dk dk;Z 1 144 196 170 0.5 85.00 l[;k 10.00 10.00 850.00 850.00

5 c.M ij /kke.k /kkl cqckbZ dk dk;ZA 15 ykbu esa 1 15 50 750 izfr jfuax eh

0.52 0.52 390.00 390.00

6 /kke.k /kkl [kjhn dk;ZA 6 fdxzk 0.00 82.00 0.00 492.00

Total 47890.56 52473.44

Total

Total

izfr jfuax eh

Total 47890.56 52473.4420521.105 20521.10

;ksx 68412 72994.54tksMs+ 3 ikuh okyk + vk;k

2052.35 2052.35

;ksx 70464 75046.891500.9476548

SAY 7660070460614076600

ykxr Je en esa ykxr lkexzh en esa

dqy ;ksx

TotalJe Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk

dqy ;ksx

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dz-l- xkWao dk

uke

xzke

iapk;r

Qly

dk uke

d`"kd

dh

la[;k

nj jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k d`"kd

dh

la[;k

jkf'k d`"kd

dh

la[;k

jkf'k

eDdk 50 2116 105800 20 42320 15 31740 15 31740 0 0mMn 15 2363 35445 5 11815 5 11815 5 11815 0 0ewWax 15 2695 40425 5 13475 5 13475 5 13475 0 0fry 10 2163 21630 5 10815 5 10815 0 0 0 0Xokj 10 2490 24900 5 12450 5 12450 0 0 0 0

100 228200 0 0 40 90875 35 80295 25 57030 0 0eDdk 50 2116 105800 15 31740 15 31740 10 21160 10 21160mMn 10 2363 23630 5 11815 5 11815 0 0 0 0ewWax 10 2695 26950 0 0 5 13475 5 13475 0 0fry 10 2163 21630 293785 0 0 5 10815 5 10815 0 0Xokj 10 2490 24900 0 0 5 12450 5 12450 0 0

90 202910 293785 0 20 43555 35 80295 25 57900 10 21160eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0

40 90875 0 0 0 0 30 69715 10 21160 0 0eDdk 20 2116 42320 10 21160 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 0 2163 0 135220 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

30 67610 135220 0 10 21160 20 46450 0 0 0 0eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

30 67610 0 0 0 0 20 46450 10 21160 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 0 2363 0 0 0 0 0 0 0 0 0

>jMq [ksM+k

vkdM+lknk vkdM+lknk

Total

dqy ykxr

ijklksyh

Total

1

ijklksyh

3

5

AREA IN HACT. 0.4O tyxzg.k {ks= es [kjhQ dh Qly izn'kZu izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ

2

ijk ijk

Total

ijk

Total4

ckykiqjk vkdM+lknk

Total6

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ewWax 0 2695 0 0 0 0 0 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

10 21160 0 0 0 0 10 21160 0 0 0 0eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 10 2363 23630 0 0 5 11815 5 11815 0 0ewWax 10 2695 26950 0 0 5 13475 5 13475 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0

50 116165 0 0 0 0 30 69715 20 46450 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 323205 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0

30 69715 323205 0 0 0 30 69715 0 0 0 0eDdk 10 2116 21160 10 21160 0 0 0 0 0 0mMn 5 2363 11815 5 11815 0 0 0 0 0 0ewWax 5 2695 13475 5 13475 0 0 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

20 46450 0 0 20 46450 0 0 0 0 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0

30 69715 0 0 0 0 30 69715 0 0 0 0eDdk 0 2116 0 0 0 0 0 0 0 0 0mMn 0 2363 0 0 0 0 0 0 0 0 0ewWax 0 2695 0 0 0 0 0 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 181750 0 0 0 0 0 0 0 0

0 0 181750 0 0 0 0 0 0 0 0 0eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 5 2363 11815 0 0 0 0 5 11815 0 0ewWax 5 2695 13475 0 0 0 0 5 13475 0 0

bUnziqjk txiqjk

Total8

thokj txiqjk

Total7

txiqjk txiqjk

Total10

j?kqukFkiqjk txiqjk

Total9

xtflagiqjk txiqjk

Total

Total11

'kEHkwx<+ 'kEHkwx<+

12

t;uxj 'kEHkwx<+

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fry 5 2163 10815 0 0 0 0 5 10815 0 0Xokj 5 2490 12450 0 0 0 0 5 12450 0 0

40 90875 0 0 0 0 10 21160 30 69715 0 0eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0

ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0

Xokj 5 2490 12450 0 0 5 12450 0 0 0 0

40 90875 0 0 0 0 30 69715 10 21160 0 0

eDdk 30 2116 63480 0 0 10 21160 10 21160 10 21160mMn 10 2363 23630 0 0 5 11815 5 11815 0 0ewWax 10 2695 26950 0 0 5 13475 5 13475 0 0fry 10 2163 21630 0 0 5 10815 5 10815 0 0Xokj 10 2490 24900 251465 0 0 5 12450 5 12450 0 0

70 160590 251465 0 0 0 30 69715 30 69715 10 21160eDdk 20 2116 42320 0 0 10 21160 10 21160 0 0mMn 5 2363 11815 0 0 0 0 5 11815 0 0ewWax 5 2695 13475 0 0 0 0 5 13475 0 0fry 5 2163 10815 0 0 0 0 5 10815 0 0Xokj 5 2490 12450 0 0 0 0 5 12450 0 0

40 90875 0 0 0 0 10 21160 30 69715 0 0eDdk 10 2116 21160 0 0 0 0 10 21160 0 0mMn 10 2363 23630 0 0 5 11815 5 11815 0 0ewWax 10 2695 26950 0 0 5 13475 5 13475 0 0fry 5 2163 10815 0 0 0 0 5 10815 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

35 82555 0 0 0 0 10 25290 25 57265 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 139820 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

25 57265 139820 0 0 0 25 57265 0 0 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0

Total

Total

Total

Total

j?kqukFkx<+ laxzkex<+

Total18

Hkknlh Hkknlh

16

vaVkyh vaVkyh

laxzkex<+

13

nqYgsiqjk 'kEHkwx<+

17

Hkj.kh vaVkyh

Total

15

14

laxzkex<+

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fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 141455 0 0 5 12450 0 0 0 0

30 69715 141455 0 0 0 30 69715 0 0 0 0eDdk 5 2116 10580 0 0 5 10580 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

15 35870 0 0 0 0 15 35870 0 0 0 0eDdk 5 2116 10580 0 0 0 0 5 10580 0 0mMn 5 2363 11815 0 0 0 0 5 11815 0 0ewWax 5 2695 13475 0 0 0 0 5 13475 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

15 35870 0 0 0 0 0 0 15 35870 0 0eDdk 0 2116 0 0 0 0 0 0 0 0 0mMn 0 2363 0 0 0 0 0 0 0 0 0ewWax 0 2695 0 0 0 0 0 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0eDdk 20 2116 42320 10 21160 10 21160 0 0 0 0mMn 10 2363 23630 5 11815 5 11815 0 0 0 0ewWax 10 2695 26950 5 13475 5 13475 0 0 0 0fry 10 2163 21630 5 10815 5 10815 0 0 0 0Xokj 10 2490 24900 5 12450 5 12450 0 0 0 0

60 139430 0 0 30 69715 30 69715 0 0 0 0800 1834330 1466700 0 120 271755 430 993115 230 527140 20 42320

eDdk 370 1883 782920mMn 130 1311 307190ewWax 130 1048 350350fry 90 1099 194670Xokj 80 1879 199200

800 1834330

Hkknlh

Total20

dsefj;k

dkaL;k Hkknlh

Total

Total Kharif

22

tsrx<+ tsrx<+

ijrksa dk pkSjk

Hkknlh

Total

Total

Total

21

Total

Summary

19

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dz-l-

xkWao dk uke

xzke iapk;r

Qly dk uke

d`"kd dh

la[;k

nj jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k d`"kd dh

la[;k

jkf'k

xsgwWa 30 2600 78000 0 0 10 26000 10 26000 10 26000puk 16 3083 49328 0 0 5 15415 6 18498 5 15415ljlks 20 1894 37880 0 0 7 13258 7 13258 6 11364

66 165208 0 0 0 0 22 54673 23 57756 21 52779xsgwWa 30 2600 78000 0 0 10 26000 10 26000 10 26000puk 20 3083 61660 0 0 7 21581 7 21581 6 18498ljlks 17 1894 32198 0 0 6 11364 6 11364 5 9470

67 171858 0 0 0 0 23 58945 23 58945 21 53968xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 209743 0 0 2 3788 2 3788 1 1894

15 37885 0 209743 0 0 6 15154 6 15154 3 7577xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 27 2600 70200 0 0 9 23400 9 23400 9 23400puk 20 3083 61660 0 0 7 21581 7 21581 6 18498ljlks 20 1894 37880 334280 0 0 7 13258 7 13258 6 11364

67 169740 0 334280 0 0 23 58239 23 58239 21 53262xsgwWa 10 2600 26000 0 0 3 7800 4 10400 3 7800puk 5 3083 15415 0 0 2 6166 2 6166 1 1ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

Total8

thokj txiqjk

6bUnziqjk txiqjk

Total7

txiqjk txiqjk

vkdM+lknk

2ijk

>jMq [ksM+k

ijk

3ijk

Total

vkdM+lknk

1ijklksyh ijklksyh

Total

Total

Total

5ckykiqjk

vkdM+lknk

Total

AREA IN HACT. 0.4O tyxzg.k {ks= es jch dh Qly izn'kZu izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ

4

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20 50885 0 0 0 0 7 17754 8 20354 5 9695xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 0 2600 0 0 0 0 0 0 0 0 0puk 0 3083 0 0 0 0 0 0 0 0 0ljlks 0 1894 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 10 1894 18940 0 0 3 5682 4 7576 3 5682

20 47355 0 0 0 0 7 17048 8 18942 5 11365xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 30 2600 78000 0 0 10 26000 10 26000 10 26000puk 10 3083 30830 0 0 3 9249 4 12332 3 9249ljlks 10 1894 18940 198340 0 0 3 5682 4 7576 3 5682

50 127770 0 198340 0 0 16 40931 18 45908 16 40931xsgwWa 8 2600 20800 0 0 3 7800 3 7800 2 5200puk 10 3083 30830 0 0 3 9249 4 12332 3 9249ljlks 10 1894 18940 0 0 3 5682 4 7576 3 5682

28 70570 0 0 0 0 9 22731 11 27708 8 20131xsgwWa 10 2600 26000 0 0 3 7800 4 10400 3 7800puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 10 1894 18940 0 0 3 5682 4 7576 3 5682

25 60355 0 0 0 0 8 19648 10 24142 7 16565

vaVkyh

txiqjk

Total

Total

Total

Total

Total

Total

11 'kEHkwx<+

'kEHkwx<+

12t;uxj

'kEHkwx<+

Total

10j?kqukFkiqjk

Total9

xtflagiqjk

txiqjk

16vaVkyh

Total

14laxzkex<+

laxzkex<+

15j?kqukFkx<+

laxzkex<+

13nqYgsiqjk

'kEHkwx<+

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xsgwWa 6 2600 15600 0 0 2 5200 2 5200 2 5200puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

16 40485 0 0 0 0 6 15154 6 15154 4 10177xsgwWa 5 2600 13000 0 0 2 5200 2 5200 1 2600puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894

15 37885 0 0 0 0 6 15154 6 15154 3 7577xsgwWa 0 2600 0 0 0 0 0 0 0 0 0puk 4 3083 12332 29 72724 0 0 2 6166 1 3083 1 3083ljlks 4 1894 7576 0 0 2 3788 1 1894 1 1894

8 19908 29 72724 0 0 4 9954 2 4977 2 4977xsgwWa 0 2600 0 0 0 0 0 0 0 0 0puk 3 3083 9249 0 0 1 3083 1 3083 1 3083ljlks 3 1894 5682 0 0 1 1894 1 1894 1 1894

6 14931 0 0 0 0 2 4977 2 4977 2 4977xsgwWa 0 2600 0 0 0 0 0 0 0 0 0puk 0 3083 0 0 0 0 0 0 0 0 0ljlks 0 1894 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0xsgwWa 7 2600 18200 0 0 2 5200 3 7800 2 5200puk 10 3083 30830 0 0 3 9249 4 12332 3 9249ljlks 10 1894 18940 0 0 3 5682 4 7576 3 5682

27 67970 0 0 0 0 8 20131 11 27708 8 20131520 1310115 29 815087 0 0 183 461417 193 486042 144 359574

xsgwWa 203 2600 527800puk 153 3083 471699ljlks 164 1894 310616

520 1310115

Total

Total

Total

Total

Total

Hkknlh Hkknlh

22tsrx<+ tsrx<+

Total RabiTotal

dsefj;k

21ijrksa dk pkSjk

Hkknlh

17Hkj.kh

18

19dkaL;k

Total

Summary

Hkknlh

vaVkyh

20Hkknlh

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UNIT COST UNIT COST UNIT COST UNIT COST UNIT COST

1 GUAVAVA 4.25 34975 148643.75 0 0 2 69950 2.25 78693.8 0 0 0 0

2 ANAR 3.00 51523 154569 0 0 2 103046 1 51523 0 0 0 0

3 ORANGE 4.00 35680 142720 0 0 2 71360 2 71360 0 0 0 0

4 NIMBU 4.00 32599 130396 0 0 2 65198 2 65198 0 0 0 0

15.25 576328.75 0 0 8 309554 7.25 266775 0 0 0 0

I YEAR II YEAR III YEAR IV YEAR V YEAR

TOTAL( C )

Qynkj iks/kk jksi.k ( NRM + Production)S.NO.

TEYP OF PLANTS

UNIT Hact.

UINT COST /Ha. Total Cost

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30

S.No Activity No of Trainees Rates Total

Am (Rs) Reference. Remark

1

Daily Allowance for lodging / boarding for non-residential training within the district/state.

30 75/- per trainees/day 2250

Cir.No; 729-814. Dt 09.05.11 Dir. WDSC, Jaipur Item No 1

2

Honorium of Resource person 30

250/- per lecture (2 Hr /lecture/day)

1000Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 5

3

POL (two days jeep Hire Charges) 30 500/- per day 1000

Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7

4

Literature & stationary 30 50/- per

trainees 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11

5

Seating arrangement (tent,matting,chairs,etc)

30 750/- 750Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10

6

Miscellaneous charges 30 0 300

Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12

7TOTAL Am 6800

DETAILED ESTIMATE OF ONE DAYS TRAININGTotal Member

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S.No Activity No of Trainees Rates

Total Am (Rs)

Reference. Remark

1

Daily Allowance for lodging / boarding for residential training within the district.

30 125/- per trainees/day 7500Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 2

2

Honorium of Resource person 30 250/- per lecture (2 Hr

/lecture/day) 2000Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 5

3

POL (three days jeep Hire Charges) 30 500/- per day 1500

Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7

4

One Day Bus Hire Charge for side visit within 300 km

30 0.42/-per km / member 3780

5

Literature & stationary 30 100/- per trainees 3000Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11

6

Seating arrangement (tent,matting,chairs,etc)

30 1500/- 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10

7

Miscellaneous charges 30 0 500

Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12

8TOTAL AM 19780

DETAILED ESTIMATE OF TWO DAYS TRAINING

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S.No Activity No of Trainees Rates Total Am

(Rs) Remark

1 Meal Expenses 100 75/- per trainees/day 7500

2POL (two days Two jeep Hire Charges) 100 500/- per day 2000

3One Day small truck Hire Charge for Railly 100 1100/- per day 1100

4

Two day tractor Hire Charge for Railly min. 4 tractor

100 1000/- per day 8000

5Material for construction of model 100 L S 5000

6Literature & stationary for Exivation 100 100/- per trainees 10000

7

Seating arrangement (tent,matting,chairs, mike, etc)

100 2000/- 2000

8 Photography,Video 100 For one days 500 L.S

9 Purchase of Banner 100 20 No of Banner 4000 L.S

10 Expenditure for Break fast 100 75/- per trainees/day 7500

11 Water tanker for Drinking 100 500/- per day 1000

12 Miscellaneous charges 100 L.S 200013

TOTAL AM 50600

DETAILED ESTIMATE OF PADYATRA (Railly)

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S.No HEAD UNIT CHARGES UNIT No. OF

Participants Amount Rs Remarks

1Travelling Allowances & Local 1800 Km 50 90000

2Daily Allowances for loading & boarding of trainees 200x6 No 50 36000

3Stationery & training material (per trainees) 150 No 50 7500

4D.A. of Resource person with the tour (4x6=24 no) 250 No 24 6000

5POL (seven days jeep Hire Charges) 500 Per Day 7 Days 3500

6 Other Expenses 7000 L.S. 70007

TOTAL Am 150000

PRAPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVLOPMENT PROGRAME

PARTICIPANTS-50DURATION-SEVEN NIGHT & SIX DAYS

TOTAL DISTANCE- 1800KM

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Number of Participants 40Total no of Exposure 1

Sno DescriptionKm Rate in RS Unit Amount Remarks

1

Bus Charges 41/56 Seater for 6 days RSTC rate as per RSTC Jaipur Order dated 3/10/2011 (Insurance / Toll tex approx /Interstate permit )

2300 50 Per Km 115000 Both Side

2 Lodging and Boarding for 6 day 40 250 Per Person 60000 (40x250x6=60000)

3 Training Materials 40 150 Per Person 6000 (150x40=6000)

4 Honorarium Charges of Resource persons 6 1000 Per days 6000

1 day = 8 hrs, so there would be 4 sessions per day. Thus honorarium charges = RS 250/ 2hrs * 4 sessions

5 Hired Jeep 7 500 Per days 3500

6training hall , banner, medicines, WOTR A dministrative charges and other Misc expenses

20000 WOTR admin charges - 10 % of its overall expenses.

210500

Outer State Exposure trip of IWMP_15 Asind (Panchayat Samiti Asind)

Roadways Bus (RSTC)

OTHER STATE EXPOSURE TOUR ESTIMATE

Total Am