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 as been obtained from WC & Gram Sabha. The plan and DPR document of IWMP 23/2011-12 project at Panchayat Samiti , in district is technically sound, viable and appropriate for implementation during the period 2011–12 to 2016 –17. We recommend that this plan be sanctioned and put to implementation.

S. Name of Signature of Signature of Signature of No. Watershed Chairman Secretary WDTs Sub Committee

1. SHANKARPURA v/;{k lfpo lnL; ¼vfHk;kaf=dh½ tyxzg.k mi lfefr 'kadjiqjk tyxzg.k mi lfefr 'kadjiqjk vkbZ-MCyw-,e-ih-&23 Qkxh vkbZ-MCyw-,e-ih-&23 Qkxh tyxgz .k fodkl ny

2. PACHALA v/;{k lfpo tyxzg.k mi lfefr ipkyk tyxzg.k mi lfefr ipkyk lnL; ¼d`f"k½ vkbZ-MCyw-,e-ih-&23 Qkxh vkbZ-MCyw-,e-ih-&23 Qkxh tyxgz .k fodkl ny

3. PINACH v/;{k lfpo tyxzg.k mi lfefr fiukp tyxzg.k mi lfefr fiukp vkbZ-MCyw-,e-ih-&23 Qkxh vkbZ-MCyw-,e-ih-&23 Qkxh lnL; ¼Ik’kq foKkuh½ tyxgz .k fodkl ny

v/;{k lfpo 4. LADANA-II tyxzg.k mi lfefr ynkuk tyxzg.k mi lfefr ynkuk f}rh; vkbZ-MCyw-,e-ih-&23 Qkxh f}rh; vkbZ-MCyw-,e-ih-&23 Qkxh lnL; ¼lekt 'kkL=h½ tyxgz .k fodkl ny

Signature Signature

Project Officer Project Manager, WCDC PIA, SWACH PROJECT District, Jaipur IWMP-23 Phagi, Jaipur

INDEX

S. No Topics Page No. Chapter : 1 INTRODUCTION Z Introduction 1 Z General Features of Watershed 2-5 Z Climatic and Hydrological information 6 Z Other Development Schemes in the project area 7 Z Details of infrastructure in the project areas 8-9 Z Institutional arrangements (WCDC, PIA, WDT, WC) 10-16 Z Base Line Survey Details 17 Z Statistical Data of Households in the Project Area 18 Z Problems & Scope of Improvement in the Project Area 19 Chapter: 2 BASIC DATA ANALYSIS & SCOPE 2.1 Population Details 20 2.2 Development Indicators 20 2.3 Land use & Classification 21 2.4 Agriculture Kharif status 22 2.5 Agriculture Rabbi status 23 2.6 Cropped Area & Crop Rotation 24 2.7 Productivity Gap Analysis 25 2.8 Existing Area Under Horticulture & Vegetables 26 2.9 Land holding pattern & Scientific Pattern 26-27 2.10 Livestock status With Per Capita Production 28 2.11 Fodder status 29 2.12 Farm Implements 30 2.13 NREGS Status 31 2.14 Migration details 32 2.15 Livelihood Details. 33 2.16 Existing SHG 34 2.17 Ground Water details 35 2.18 Water use Efficiency 35 2.19 Drinking Water Status 36 2.20 Slope details 37 2.21 Total Available Runoff 38 2.22 Runoff trapped existing structures 39 2.23 Runoff to be trapped in proposed structures 40

2.24 Soil Details & Erosion Control 41-42 Chapter – 3 PROPOSED DEVELOPMENT PLAN 3.1 Details of PRA Exercise 43-44 3.2 Details of proposed Entry Point Activities 45 3.3 Capacity Building 46 3.4.A Natural Resource Management 47 3.4.B Convergence Plan 47 3.5 Conservation Plan for Arable Lands 48-49 3.6 Conservation Plan for Non Arable Lands 49-51 3.7 Production System and Micro Enterprises 51- 53 3.8 Livelihood Activities 53 Chapter – 4 ACTIVITY WISE ACTION PLAN 4.1 Activity-wise Project Action Plan 54-59 Chapter–5 PROJECT ACTIVITY DESIGNS AND ESTIMATES 5.1 Project Proposed Activity Designs and Estimates 60-139 Chapter – 6 MAPS 6.1 Base Boundary Map 140 6.2 Land Use / land Cover Map 141 6.3 Land Slope Map 142 6.4 Contour Map 143 6.5 Drainage & Surface Water Bodies Map 144 Chapter – 7 PRA MAPS 7.1 PRA Maps 145-158 Chapter – 8 Self Help Groups & Users Groups 8.1 Self Help Groups & Users Groups 159-177

INTRODUCTION

LOCATION: -

IWMP – XXIII Project is located in Phagi (Phagi Panchayat Samiti)

Block, of . The project area is between the latitudes 26º 37’ 0” N to 26º 41’ 0” N & longitudes 750 28’ 0” E to 750 35’ 0” E. It is at a distance of 50 km from it’s from the district head quarters. The Jaipur district is situated between 26.920 0’0’ N latitude and 75.800 0’0” E longitudes. It is situated at the North East portion of Rajasthan . Phagi block is situated at South West from Jaipur. This Block is surrounded in the South by Tonk district. In Phagi

Block IWMP-XXIII Project cover the Six Gram Panchayat area. These Gram

Panchayat are Chakwada, Pachala, , Ladana, Phagi and Kansel. There are 14 villages comes under these 6 Gram Panchayat, villages are

Shankarpura, Chakwada, Pachala, Awandiya, Joranda , Sultaniya,

Rampura, Pinach, Rewantpura, Teekel Purohitan, Teekel Narukan, Salrasoo,

Devnagar and Phagi. There is 14 no. of habitations in the Project area and other details are given below.

GENERAL FEATURES OF WATERSHED

S.N0. NAME OF PROJECT (AS PER GOI) (IWMP –XXIII PHAGI

1 Name of Catchment 1/18

2 Name of watershed area (local name) (IWMP -XXIII

3 Project Area 5842.31 Ha

4 Net treatable allocated Area 5842.31 Ha

5 Cost of Project 701.0772 Lakhs

6 Cost Per Hectare 12000/ha.

7 Year of Sanction 2011-12

8 Macro/Micro No. 1/18

9 No. of Gram Panchayat in project area 6

10 No. of villages in project area 14

11 Name of Village Shankarpura, Chakwada, Pachala, Awandiya, Joranda Bhojpura, Sultaniya, Rampura, Pinach, Rewantpura, Teekel Purohitan, Teekel Narukan, Salrasoo, Devnagar and Phagi. 12 Type of Project Other

13 Elevation (metres) 305.00 M

14 Major streams Bandi River

15 Slope range (%) 0 to 1% - 5118.96 Hectare 1 to 3% - 704.35 Hectare 3 to 5% - 16.20 Hectare 5 to 10% - 2.73 Hectare >10% - >10% Hectare

GENERAL INORMATION OF SANCTION OF PROJECT

Micro / Name of Name of Census Area Watershed Sub Macro Gram Villages Code of Hectare Committee Panchayat Covered Villages Chakwada 01529100 185.83

Shankarpura Chakwada Shankarpura 01528800 691.23 877.06 Ha.

Pachala 01528600 727.06

Awandiya 01528500 999.75

Joranda Bhojpura 01528700 687.66 Pachala Pachala 3220.55 Ha. Sultaniya 01529200 752.46

Rampura 01529200 53.62

1/18 Pinach 01528200 664.12

Rewantpura 01528300 164.51

Teekel Purohitan 01528400 174.25 Mandor Pinach Kansel 1116.87 Ha. Teekel Narukan 01528000 89.62

Salrasoo 01528100 24.37

Devnagar 01529300 440.58

I Ladana Ladana II W Phagi Phagi 01531800 187.25 627.83 Ha. M P Total 5842.31 –

Series1

1200

1000

800

600

400

200

0

Dig :- AREA COVERED VILLAGE WISE

The Geological formations in the watershed area are represented by plain slope areas soil clay loam. There are many dug wells in the watershed area which are dry & water is generally good for drinking purpose. Most of the precipitation falls in the month of July, August & September with very little in winter season. The intensity of rain fall is occasionally very high which causes erosion hazards. The watershed area is characterized as semi & arid climatic zone. The temperature rises from first week of May to first week of June while the lowest temperature reported during month of December. Average annual rainfall of area is 622.5 mm. & Maximum intensity of rainfall is 170 mm per day. The Maxmium Temperature goes upto 470 C & minimum temperature 4.00 C and Average temperature 33.780 C.

The IWMP–XXIII Phagi Watershed comprises a main nallah flowing with sub drains. It passes through, Chakwada, Pachala, Kansel, Mandor, Phagi and Ladana, Gram Panchayat & finally drained out into the Bandi River. The surface drainage of the area well establishes. The soil are fine textured with slow to moderately internal drainage resulting in slow infiltration heavy run off during Mansoon and consequent erosion hazard.

The watershed falls in Agro climatic Zone RJ -5 Semi- Arid Eastern Plain Zone. The soil texture is Clay-Loam. The average rainfall is 622.5 mm. The temperatures in the area are in the range between 470 C during summer and 4.00 C during winter. The major crops in the area are Maize, Sorghum, guar, Pearl millet, Rapeseed, mustard, wheat, barley, gram. 4411.81 Ha. land is under cultivation 8.87 Ha. land fallow, 1291.49 Ha. land is wasteland 67.6 Ha. land is irrigated through Wells & Tube wells.

1067 No of households are BPL (59.08 % of total households), 323 are landless households (17.88 % of total households) and 1483 household are small and marginal farmers (82.12 % of total household) .Average land holding in the area is below 3.23 ha, 40.96.% area is single cropped area and 33.40 % is double cropped. The main source of irrigation is Wells & Tube wells. The average annual rainfall (5 years) in the area is 622.5 mm. The Major streams in the Watershed are Bandi River. The major festivals in the village are Holi, Janmastami, Rakshabandhan Deshera & Diwali. At present these all villages is having 13779 populations with Communities like SC, ST, General and these Backward Class.

CLIMATIC AND HYDROLOGICAL INFORMATION

Average Annual Rainfall (mm) – 622.5 mm

S.No. Year Average Annual Rainfall(mm) 1 1999 415.0 2 2000 280.6 3 2001 448.8 4 2002 189.0 5 2003 434.0 6 2004 624.1 7 2005 535.4 8 2006 360.0 9 2007 398.0 10 2008 578.0

Maximum rainfall intensity (mm)

Duration rainfall intensity(mm) Maximum 170 mm

Temperature (0 C)

Season Max Min (i) Summer Season 47.0 21.1 (ii) Winter Season 24.0 4.0 (iii) Rainy Season 35.5 20.2

Potential Evaporation Transpiration (PET) (mm/day)

Season PET (i) Summer 8.50 (ii) Winter 3.10 (iii) Rainy 4.45

Runoff

Peak Rate (cum/hr) 320

OTHER DEVELOPMENT SCHEMES IN THE PROJECT AREA

S. Scheme Name of the Key interventions Targeted Provisions under the No department under the Scheme Beneficiaries Scheme

1 Management Gram Sort-out the problem in More than 14 dept. To take Benefit of all of Village panchayat our area under this & villagers villagers under this scheme Secretariat Zilla Parishad scheme 2 Mother & Health & Awareness about the Girls (0 to 6 / 15 to Vaccination every Thursday Child Health I.C.D.S vaccination time to 45 yrs.) / Pregnant Day time for good health Women 3 Mid-day-Meal Panchayati Awareness about the Children’s (1 to 8) Mid-day-Meal under Raj Yojna education & 1402 schools Provision 4 Pension Yojna Samajik Old age Male & Old age Male & Old age Fe male (upto 54 Kalyan Dept. Female / Hand./ Female / Hand./ yrs)- Rs 500/- (54 to 70 yrs) Widow / Help through Widow / Pensioner Rs.1500/- Pension Yojna Male Rs. 400/- &(54 to 75 yrs) Rs. 1500/- H.P. Rs.500/- Widow Rs.500/- 5 Pannadhya Panchayati Support in economic Compensation to Support to dependent BPL Jeevan Yojna Raj Yojna condition after death BPL Family family 6 Gopal Yojna Animal Dept Awareness about the Natural/ Accidental Help through the Gopal animal policy policy Yojna 7 Janani Hospital and Support to pregnant Pregnancy of Rural In Pregnancy - Rural – 5Kg Suraksha Health Dept. lady through Janani & Urban womens Ghee / Rs. 1500 Yojna Suraksha Yojna Urban women’s 5Kg Ghee / Rs. 1400 8 MGNREGA Central Govt. To generate 100 days Provides 150 days employment Employment guaranteed employee to every enrolled rural family 9 TSC Zilla Parishad Awareness about the Toilet construction Toilet construction for BPL health and sanitation for BPL Family Family 10 SGSY Zilla Parishad To generate Employment Bank Loans & Subsidies are employment in BPL opportunity & Loan provided to BPL selected families facility to 130 family to improvement of group of BPL resources as per their Family technical scheme & requirements 11 MP-MLA State Govt. Village Development 100 Lacs. rupee for Development work (costing Vikas Yojana Policy development work not more than 10 lacs upto 2 crores 12 Indira Gandhi Zilla Parishad Provide construction of 60% reservation in Provide construction of Awas Yojna house to BPL families housing board for house to BPL families SC BPL & 40% for having no Pakka house in other BPL Family rural areas 13 Mada Yojana Zilla Parishad Capital subsidy for 100% Subsidy is provided to poor membership of compensation in persons of the ST cooperative societies, employment to SC, community to uplift their electric connection, BPL Family economically development hand pump and higher (Meena & Bhil) education for girls

OTHER INFRASTRUCTURE FACILITY AVAILABLE

S.

Parameters

N Devnagar Phagi Shankarpura Pachala Anwadiya Bhojpura Joranda Sultaniya Rampura Pinach Renwatpura Purohitan Teekel Salrasoo Chakwada Teekel Teekel Narukan 1 villages connected to the main road by an all-weather road YES YES YES YES YES YES No yes YES YES YES No YES YES

2 villages provided with electricity YES YES YES YES YES YES no Yes YES YES YES YES YES YES

3 households without access to drinking water No No No No No No No No No No No No No No 4 No. of educational institutions : Primary(P)/ Secondary(S)/ Higher Higher Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Secondary(HS)/ vocational Secondary Secondary Secondary Primary Primary Primary Primary Primary Primary Primary Primary Primary Primary Primary institution(VI)

villages with access to Primary 5 YES No YES No No No No No No No No No No No Health centre/ Sub Centre

villages with access to Veterinary 6 YES No YES No No No No No No No No No No No Dispensary

villages with access to Post 7 YES No YES No No No No No No No No No No No Office

8 villages with access to Banks No No No No No No No No No No No No No No

villages with access to Markets / 9 No No No No No No No No No No No No No No Mandi

S.

N Parameters o. hakwada Anwadiya Joranda Bhojpura Sultaniya Rampura Pinach Renwatpura Teekel Purohitan Salrasoo Devnagar Phagi C Shankarpura Pachala Teekel Teekel Narukan villages with access to Agro- 10 No No No No No No No No No No No No No No industries

Total quantity of surplus milk 11 No No No No No No No No No No No No No No (Litter / Kg)

12 milk collection centres No No No No No No No No No No No No No No

(e.g. Union(U)/ Society(S)/ No No No No No No No No No No No No No No Private agency(PA)/ others (O) villages with access to 13 YES YES YES YES YES YES no Yes YES YES YES YES YES YES Anganwadi Centre Any other facilities with no. of 14 ------villages (please specify)

15 Nearest KVK Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura Durgapura

16 cooperative society YES No YES No No No No No No No No No No No yes 17 NGOs No No No No No No No No No No No No No

18 Credit institutions (i) Bank No No No No No No No No No No No No No No (ii) (ii) Cooperative Society YES No YES No No No No No No No No No No No

Agro Service Centre's 19 YES No YES No No No No No No No No No No No

(ii) Cooperative Society YES No YES No No No No No No No No No No No

INSTITUTIONAL ARRANGEMENTS

(SLNA, WCDC, PIA, WDT, WC, Secretary) SLNA Details:-

Z Member secretary Post :- Chief Executive Officer Z Designation & Address :- Director of watershed development & Soil Conservation Z Telephone No. :- 0141 - 2227189 Z Fax No. :- 0141 - 2227858 Z E - Mail : - dir_ wdsc @ dataone.in.

PIA Particulars:-

S. No Particulars Details of PIA 1. Name of PIA SWACH PROJECT, Jaipur

2. Designation Project Officer

3. Address with contact no., website 182 Heera Nagar D.C.M. Ajmer Road, Jaipur 4. Telephone 0141-2351525

5. Fax 0141-2351525

6. E-mail [email protected]

WCDC Details:-

S. No Particulars Details of WCDC 1. PM ,WCDC Shri Heera Lal Ray

2. Address with contact No., website Office of the Chief Executive Officer Zila Parishad, (Gramin Vikas Prakoshth), Jaipur 3. Telephone 0141-2220901

4. Fax -

5. E-mail [email protected]

WDT Particulars:-

Name of WDT Experience in Description of S.No M/F Age Qualification Role/ Function member watershed(Yrs) professional training Various Departmental Mr.Rajendra Technical base 1 M 32 B.E.(Agriculture) 9 Years & Watershed Training Kumar Vedwal activity (3 Nos.)

Various Departmental Mr.Shiv Karan Agricultural M 38 M.sc.( Agriculture) 13 Years & Watershed Training 2 Singh Bhukhar base activity (1 Nos.)

Social Work in Mr. Badri Lal Watershed Training M 35 M.A (Sociology) 5 Years Watershed 3 Swami ( 3 Nos.)

Mrs . Meeta Watershed Training Live stock M 25 L.S.A. (Diploma) 1 Years 4 Choudhary (1 Nos.) Activity

DETAILS OF WATERSHED SUB COMMITTEES (WC)

1. Watershed Sub Committees - Shankarpura Gram Panchayat: – Chakwada

Name of Name of Name of WCs Date of Designation Name M/F SC/ST/OB Landless/ Name of Educational the projects Registration C/General MF/SF/ UG/ Qualification District as a Society BF SHG (dd/mm/yy) President Sh. Durga Lal Harijan M SC LL - Literate

Secratary Sh. Ramji Lal Goswami M OBC SF - Graduate

Member Sh. Akhai Ram Jat M OBC SF UG Graduate

Member Sh. Mohan Lal Jat M OBC SF UG Secondary

Member Smt. Choti Devi F OBC MF UG Literate

Member Sh.Shyoji Ram M OBC SF UG Literate

Shankarpura Member Sh.Shankar M OBC SF UG Literate Jaipur -

XXIII PHAGI – Member Smt Rishal Devi F OBC SF - Literate

Member Sh. Narayanpuri M OBC SF - Secondary IWMP Member Sh. Ram Sahay M SC SF - Literate

Member Sh. Ramnath M ST SF - Secondary

Member Sh. Shankar Lal M OBC SF UG Literate

Member Smt. Suraj Kanwar F General MF - Literate

2. Details of Watershed Sub Committee - Pachala Gram Panchayat: – Pachala

Name of Name of Name of WCs Date of Designation Name M/F SC/ST/OB Landless/ Name of Educational the projects Registration C/General MF/SF/ UG/ Qualification District as a Society BF SHG (dd/mm/yy) President Smt.Bhanwar Choudhary F OBC MF - Secondary

Secratary Sh. Sunil Bairawa M SC SF - Post Graduate

Member Smt. Geeta Devi F OBC MF - Literate

Member Sh. Ramkishor M SBC SF - Literate

Member Sh. Hansraj M SC SF UG Graduate

Member Sh.Ganesh M OBC SF UG Literate Pachala Jaipur - Member Sh.Anand Singh M General MF UG Literate XXIII PHAGI – Member Smt Neelam Sharma F General SF UG Literate

IWMP Member Sh. Asharaf Khan M General SF UG Literate

Member Sh. Ram Prasad M OBC SF UG Secondary

Member Sh. Ram Sahay M OBC MF UG Secondary

Member Sh. Datar Singh M General MF - Secondary

3. Details of Watershed Sub Committee - Pinach Gram Panchayat: – Mandor

Name of Name of Name of WCs Date of Designation Name M/F SC/ST/OB Landless/ Name of Educational the projects Registration C/General MF/SF/ UG/ Qualification District as a Society BF SHG (dd/mm/yy) President Smt.Surgyan Choudhary F OBC MF - Secondary

Secratary Sh. Durga Das M General MF - Senior Sec.

Member Smt. Meera Devi F SC SF - Literate

Member Sh. Rameshwar M ST SF - Secondary

Member Sh. Geega Khan M General SF - Literate

Member Sh.Meetha Lal M ST SF UG Secondary

Member Sh.Balu Ram M OBC MF UG Literate Pinach Jaipur - Member Sh. Sharvan M SBC SF UG Literate XXIII PHAGI – Member Sh. Kailash M SC SF UG Literate

IWMP Member Sh. Laxman M ST SF - Literate

Member Sh. Shiv Dayal M General MF UG Senior Sec.

Member Smt. Prem Devi F OBC SF UG Literate

Member Smt. Ruksana F General - - Secondary

Member Sh. Bishan Singh M General MF UG Senior Sec.

4. Details of Watershed Sub Committee - Ladana II Gram Panchayat: – Ladana

Name of Name of Name of WCs Date of Designation Name M/F SC/ST/OB Landless/ Name of Educational the projects Registration C/General MF/SF/ UG/ Qualification District as a Society BF SHG (dd/mm/yy) President Sh. Kalu Ram M OBC MF - Secondary Choudhary Secratary Sh. Sharvan Lal M ST SF - Senior Sec.

Member Smt. Nathi Devi F General SF - Literate

Member Smt. Nanchi Devi F OBC SF - Literate

Member Sh. Nathu Lal M SBC SF UG Senior Sec.

Member Sh.Rodu Ram M SBC SF UG Secondary

Member Sh.Om Prakash M SC SF UG Secondary Ladana -II Jaipur - Member Smt. Manju Devi M OBC SF UG Literate XXIII PHAGI – Member Sh. Mangal Chand M SC SF UG Literate

IWMP Member Sh. Noor Mohmad M General SF - Secondary

Member Smt. Chothi Devi F OBC MF - -

Member Sh. Gopal M OBC MF - Literate

Member Smt. Manphooli Devi F ST SF - -

Member Sh. Kana Ram M OBC MF - Senior Sec.

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BASE LINE SURVEY FORMAT FOR IWMP MIS WEBSITE

Project Name – IWMP - XXIII Phagi

Total Geographical Area of Project (Lakh Hectares) – 0584231

Treatable Area

Wasteland (Lakh Hectares) 0.0129149 Rainfed Agricultural 0.0239296 Land (Lakh Hectares) Total Cropped Area (Lakh 0.0441181 Net Sown Area (Lakh 0.0441181 Hectares) Hactares) Total no. of Water Storage 24 Total no. of Water 210 Structure Extracting Units Total storage capacity of water 22600 storage structures (cubic meters)

No. of Household

SC 303 ST 98

Others 1405

Total Population of the project 13779 No. of Household of 323 Area Landless people Total no. of BPL Household 1067

No. of Small Farmer’s Household 1141 No. of Marginal 342 Farmer’s Household

Depth of Ground Water (meters) below Ground level

Pre- monsoon 40-50 Post-monsoon 30-40 No. of person-days of seasonal 50-60 Migration

PROJECT AREA STATISTICAL DATA

S. Village Area Total Scheduled Casts Scheduled Tribes No. Name

ting Units Units ting Population Population Population Population

No. of Small Farmer's Small No. of Households Farmer's Marginal No. of Households Farmer's Total No. of Households Female Total Households Male Female Total Households Male Female Total BPL Households of water storage Total No. structures of capacity Total storage water storage structures of water Total No. Extrac of Households of No. Landless people Households Male 1 Chakawada 185.83 484 1999 1825 3824 107 345 296 641 44 133 130 263 424 1 680 14 50 305 129 484

2 Shankarpura 691.23 105 473 444 917 3 10 10 20 10 34 29 63 8 1 1680 16 31 52 22 105 3 Pachala 727.06 182 543 501 1044 2 7 5 12 0 0 0 0 94 2 3640 24 38 91 53 182

4 Awandiya 999.75 103 434 422 856 5 14 16 30 0 0 0 0 79 4 5650 19 16 73 14 103 5 Rampura 53.63 1 3 5 8 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 1 6 Joranda 687.66 115 514 524 1038 33 97 99 196 0 0 0 0 51 4 2980 21 18 84 13 115 Bhojpura 7 Sultaniya 752.46 193 769 702 1471 61 185 181 366 3 13 7 20 104 4 4250 25 76 94 23 193

8 Pinach 664.12 118 429 419 848 2 6 8 14 28 85 85 170 26 1 430 18 31 68 19 118

9 Rewantpura 164.51 93 288 295 583 0 0 0 0 0 0 0 0 25 1 450 15 13 71 9 93 10 Teekel 174.25 67 305 293 598 19 62 53 115 0 0 0 0 71 1 680 10 13 52 2 67 Purohitan 11 Teekel 89.62 148 576 525 1101 22 72 59 131 6 19 17 36 113 1 490 9 15 106 27 148 Narukan 12 Salarsoo 24.37 39 184 147 331 11 35 30 65 1 1 4 5 24 1 420 8 7 29 3 39

13 Ladana 440.58 103 407 391 798 29 85 88 173 2 6 5 11 17 3 1250 16 4 76 23 103

14 Phagi 187.25 55 189 173 362 9 28 25 53 4 12 11 23 31 0 0 12 11 40 4 55 Total 5842.32 1806 7113 6666 13779 303 946 870 1816 98 303 288 591 1067 24 22600 210 323 1141 342 1806

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. 4411.81 ha land is arable wasteland and 1291.49 ha is fallow can be brought under cultivation. 67.60 ha are only irrigated and with efforts this can be increased to

1951.25 ha. 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) fodder scarcity can be met out through Pasture development .Improved animal Husbandry practices can increase the productivity of livestock . Some persons migrate due to Employment this migration can be checked through creation of employment opportunities in the project area through increase in production and diversification in agriculture and Livelihoods as mentioned above.

TABLE 2.1 POPULATION & HOUSEHOLD DETAILS:-

Total Population

Male Female Total SC ST 7113 6666 13779 1816 591

Household Details

BPL Land Small M. Total SC ST household household Less Farmer Farmer household household 1067 323 1141 342 1806 303 98

TABLE 2.2 DEVELOPMENT INDICATORS:-

S. No. Development Indicators State Project Area 1 Per capita income (Rs.) 39967 18500

2 Poverty ratio 14 59.08

3 Literacy (%) 67.06 70.63

4 Sex Ratio 926 937

*The table indicates poor socio economic conditions.

TABLE 2.3 LAND USE & LAND CLASSIFICATION:-

S.No. Land Use Area in Ha.

Private Panchayat Government Community Total

1 Agriculture Land 4420.68 - - - 4420.68

(i) Temporary fallow 1951.25 - - - 1951.25

(ii) Parmanent fallow 8.87 - - - 8.87

(iii) Cultivated Rainfed 2392.96 - - - 2392.96

(iv) Cultivated Irrigated 67.60 - - - 67.60

(v) Net sown Area 2460.56 - - - 2460.56

Net sown Area more (vi) 565.15 - - - 15.13 than once

2 Forest Land - - - - -

3 Waste Land - 397.13 - - 397.13

4 Pastures - 616.65 - - 616.65

5 Others - 338.30 - 69.55 407.85

Grand Total Land 4420.68 1352.08 - 69.55 5842.31

TABLE 2.4 KHARIF CROP AREA & PRODUCTION

S. Name of Area Moong Bajra Maize Sorgham Guar Ground Til TOTAL No. Villages Hac. Area Area Area Area Area Nut Area Area Hac. Hac. Hac. Hac. Hac. Area Hac. Hac. Hac. 1 Chakawada 185.83 65.26 4.12 1.00 2.00 4.50 21.30 0.00 98.18

2 Shankarpura 691.23 119.45 22.75 2.50 8.75 11.30 21.50 6.27 192.52

3 Pachala 727.06 144.25 18.50 1.50 7.15 14.50 22.25 5.75 213.90

4 Awandiya 999.75 215.24 28.50 1.00 26.50 23.50 71.25 4.25 370.24

5 Rampura 53.62 26.25 1.50 0.00 0.00 2.00 8.25 0.00 38.00

6 Joranda 687.66 162.50 26.25 1.50 9.00 18.25 26.00 4.50 248.00 Bhojpura 7 Sultaniya 752.46 182.20 43.00 7.75 84.75 32.00 20.75 0.75 371.20

8 Pinach 664.12 176.25 52.50 0.00 21.50 18.25 67.50 7.50 343.50

9 Rewantpura 164.51 71.50 3.00 0.00 0.00 4.00 12.50 0.00 91.00

10 Teekel 174.25 68.12 21.56 1.00 29.00 1.50 10.50 1.00 132.68 Purohitan 11 Teekel 89.62 18.50 2.00 1.00 1.00 1.50 2.75 0.00 26.75 Narukan 12 Salarsoo 24.37 14.78 1.64 0.75 0.50 0.00 1.00 1.50 20.17

13 Ladana 440.58 88.15 16.50 1.50 4.25 13.00 18.50 1.75 143.65

14 Phagi 187.25 72.42 1.50 0.50 0.00 1.50 26.50 0.75 103.17

Total 5842.31 1424.87 243.32 20.00 194.40 145.80 330.55 34.02 2392.96

Production (Quantal) 6012.95 3041.50 240.00 1555.20 609.44 1652.75 136.08 13247.92

TABLE 2.5 RABBI CROP AND FOODER CROP AREA & PRODUCTION

Rabbi Crop Irrigated Area & Production Fodder Rabbi Crop Rainfed Area & Crop Production S. Name of Area Wheat Barley TOTA Lucern Gram Musrard TOTAL No Villages Hac. Area Area L Area Area Area Area Area Hac. . Hac. Hac. Hac. Hac. Hac. Hac.

1 Chakawada 185.83 1.25 6.50 7.75 34.00 28.50 62.50

2 Shankarpura 691.23 2.75 0.50 3.25 0.25 452.25 35.00 487.25

3 Pachala 727.06 3.00 4.25 7.25 1.50 11.80 20.25 32.05

4 Awandiya 999.75 1.50 6.41 7.91 0.50 127.00 28.00 155.00

5 Rampura 53.62 2.14 3.25 5.39 12.00 5.00 17.00

6 Joranda 687.66 0.00 209.75 18.50 228.25 Bhojpura 7 Sultaniya 752.46 1.75 5.80 7.55 5.75 85.25 62.50 147.75

8 Pinach 664.12 2.75 0.25 3.00 0.75 115.25 41.50 156.75

9 Rewantpura 164.51 0.00 21.50 15.00 36.50

10 Teekel 174.25 2.15 3.75 5.90 1.00 116.50 21.25 137.75 Purohitan 11 Teekel 89.62 2.25 2.25 15.20 22.60 37.80 Narukan 12 Salarsoo 24.37 2.75 2.75 8.00 5.40 13.40

13 Ladana 440.58 3.50 6.45 9.95 3.75 229.75 80.00 309.75

14 Phagi 187.25 1.75 2.90 4.65 56.90 5.00 61.90

Total 5842.31 22.54 45.06 67.60 13.50 1495.15 388.50 1883.65

Production (Quantal) 459.82 1013.85 1473.67 5400.00 11662.17 4331.78 15993.95

TABLE 2.6 ABSTRACT OF CROPPED AREA(HAC.)

S.No. Crop Pattern Total Area Hac.

1 Area under Single crop 2392.96 Crop 2 Area under Double crop 1951.25 Rotatio n: 3 Area under Multiple crop 67.60 B ajra - Gram - Fallow Moong - Barley - Guar Fallow - Wheat- Moong Bajra - Wheat - Mong Fallow - Mustered - Guar Moong - Barley - Guar Guar - Wheat - Groundnut Bajra - Gram - Fallow

TABLE 2.7 PRODUCTIVITY GAP ANALYSIS

S.No. Name of Highest Average Highest Average of District Project Crop in Agro Climatic Zone Area Rajasthan 1 Bajra 930 832 1322 1322 1250

2 Groundnut 1459 1728 1851 1851 1432

3 Guar 360 451 451 451 418

4 Moong 721 312 451 451 422

5 Wheat 2708 2749 2724 2724 2040

6 Barley 2610 2415 2388 2388 2250

7 Gram 762 466 824 824 780

8 Mustard 1142 1179 1179 1179 1115

Analysis of the above table indicate that besides national gap there is wide gap in productivity within state and even within same agro climatic zones. The reasons for this variation are  The farmers are using varieties desi of Bajra, whereas the recommended varieties like Amrican Wonder, 86M 86 provide higher yield. In case of pulses, rabi crops the varieties being adopted by farmers are also the desi or non –recommended, while the adoption of recommended verities will certain increases the productivities of crops.  Lack of Availability of good quality seeds of desired crop and variety in adequate quantities and time to the farmers.  Availability of water for cultivation is also very poor (Only 1.157 % land is irrigated.) The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration. Crop demonstrations would be carried out on improved crops/ varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration of improved methods and economics of fodder crops cultivation and also distribution foundation seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop rotations.

TABLE 2.8 EXISTING AREA UNDER HORTICULTURE/VEGETABLES (HAC.)

S. No. Activity Area Species Varieties Recommended Production varieties 1 Horticulture - - - - -

2 Vegetables 1.5 Tomato Pusha Pusha arli 30 Qtl Rubi

3.5 Chilli NP-46 Jawala 12.25 Qtl

6 Cucurbitaceous Pusha Pusha Manjri 165 Qtl Summer

3 Floriculture - - - - -

4 Medicinal - - - - - Plants

TABLE 2.9 LAND HOLDING PATTERN IN PROJECT AREA

S. Type of Total Land holding (ha) Land holding (ha)Social group wise No Farmer House irrigation source wise holds Irrigated Rainfed Total General SC ST OBC Total (source) 1 Small 1141 28.56 1520.47 1549.03 762.92 318.58 103.77 729.05 1914.32 farmer

2 Marginal 342 39.04 2823.74 2862.78 970.98 422.55 137.55 966.41 2497.49 farmer

3 Landless 323 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 person

Total 1806 67.6 4344.21 4411.81 1733.90 741.13 241.32 1695.46 4411.81

75.51 % land holdings belong to small and marginal farmers who own 97.80 % 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. Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation as wind velocity is high in the project area. Setting of Vermi Compost Units :- Keeping in view the side effect of residues of chemicals and fertilizers on human health the emphasis would be on cultivation of organic produce through motivating farmers and providing assistance for production of organic input, vermi compost. Production and distribution of quality seed : There is need to ensure that good quality seed is available for cultivators for which adequate seed production would be initiated in watershed areas with the assistance of private sector and agriculture department technologies Sprinklers and pipelines : For efficient water management practices emphasis on demonstration of sprinklers with adequate financial support and convergence /private partnership. Establishment of Green House : For growing off season vegetables seedlings and other horticultural crops under controlled atmospheric conditions of green house. Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting material from distant places causes damage to the planting material and often results in untimely supply. Hence nursery development activity 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 2.10 LIVESTOCK STATUS - ANIMALS/MILK PRODUCTION/AVERAGE YIELD

S. Description Animal Yield Total Equip - Dry matter Total Dry No of animals Population Animal Annual -ments requirement matter No. per day Productio units per Animal requirement n per day (M.T.) 1 Cows

1.1 Indigenous 1686 3.00 ltr. 5058.00 1686 7.00 Kg. 4307.73 Milk 1.2 Crossbreed 97 6.00 ltr. 582.00 97 10.00 Kg. 354.05 Milk 2 Buffaloes 2672 6.00 ltr. 16032.00 2672 10.00 Kg. 9752.80 Milk 3 Ox 36 - - 36 10.00 Kg. 131.40

4 Goat 4527 0.50 ltr. 2263.50 645 3.00 Kg. 4957.07 Milk 5 Sheep 1810 1.20 Kg 2172.00 - 2.50 Kg. 1651.63 Wool 6 Camel 47 2.50 Kg 117.50 47 12.00 Kg. 205.86 Wool 7 Poultry 5600 1.50 Kg 8400.00 5600 0.040 Kg. 81.76 Meat 8 Piggery - - - - - 0

9 Calf/Heifers 3250 - 3250 3.00 Kg. 3558.75

Total 19725 - 14033 25001.05

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 2.11 EXISTING AREA UNDER FODDER (HA.)

S. Item Area (Hac.) Quantity No (Tons/Year) 1 Existing Cultivable area under Fodder

1.1 Production of Green fodder 13.50 540.00

1.2 Production of Dry fodder 4344.21 5276.74

2 Area under Pastures 818.80 4094.00

3 Existing area under Fuel wood 360.99 902.48

4 Supplementary feed 0 0

5 Silage Pits 0 0

Availability of fodder Tones Per Year 10813.22

Requirement of fodder Tones Per Year 21442.30

Deficiency of fodder Tones Per Year 10629.08

The table above shows there is fodder deficiency (Requirement is 21442.30 Tones per year and availability is 10813.22 Tones.) To minimize the large and expanding gap between feed and fodder resource availability and demand there is need for

 Increase in area under fodder crops

 Increase in productivity of fodder crops

 Development of pastures

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

TABLE 2.12 AGRICULTURE IMPLEMENTS

S. No Implements Nos.

1 Tractor 117

2 Sprayers-manual/ power 27

3 Cultivators/Harrows 165

4 Seed drill 82

6 Any Other 74

Farm mechanization and seed banks : -

As discussed earlier 75.51 % land holdings belong to small and marginal farmers. So owning of big farm implements by individual farmers is not economical so SHG would be promoted to buy farm implements and rent to farmer.

TABLE 2.13 MNREGA STATUS - NO. OF CARD HOLDER, EMPLOYMENT STATUS.

S. Name of Villages Gram Panchayat Total No. of Job Employment No. Cards Persons

1 Chakawada Chakawada 484 1055

2 Shankarpura Chakawada 105 274

3 Pachala Pachala 182 431

4 Awandiya Pachala 103 198

5 Rampura Pachala 0 0

6 Joranda Bhojpura Pachala 115 238

7 Sultaniya Pachala 193 363

8 Pinach Mandor 118 288

9 Rewantpura Mandor 93 239

10 Teekel Purohitan Mandor 67 163

11 Teekel Narukan Mandor 148 380

12 Salarsoo Mandor 39 98

13 Ladana Ladana 103 263

14 Phagi Phagi 55 135

14 6 1805 4125

TABLE 2.14 MIGRATION DETAILS.

S. Name of Villages No.

No. of Person Migrating No. of days Migrating fromIncome such occupation (Rs. in lakh) Major Reason Migratingfor of Distance destination of migration the from village (km) 1 Chakawada 13 180 9.10

2 Shankarpura 19 190 11.40

3 Pachala 22 175 17.60

4 Awandiya 9 180 5.85

5 Rampura 5 250 2.00

6 Joranda Bhojpura 16 180 12.00

7 Sultaniya 7 190 4.90

8 Pinach 7 180 5.60

9 Rewantpura 4 170 3.20 35 Km to 1500

10 Teekel Purohitan 3 175 2.25 Employment and Business

11 Teekel Narukan 4 195 3.20

12 Salarsoo 2 160 1.60

13 Ladana 8 180 5.60

14 Phagi 2 175 1.40

14 121 2580 85.70

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 and diversification in livelihoods. The existing livelihoods Village are given below:

TABLE 2.15 (A) MAJOR ACTIVITIES (ON FARM)

S.No. Name of activity No of Households Average annual income (Lacs)

1 Cultivators 1483 255.63

2 Dairying 35 25.55

3 Poultry 3 18.00

4 Piggery - -

5 Landless Agri. Labours 323 58.14

TABLE 2.15 (B) MAJOR ACTIVITIES (OFF FARM)

S.No. Name of activity No of Households Average annual income (Lacs) Individuals 1 Artisans 18 40.50

2 Carpenter 52 130.00

3 Blacksmith 25 32.50

4 Leather Craft - -

5 Porter 70 56.00

6 Mason 135 256.50

7 Others specify (Cycle 70 56.00 Repair, STD, Craft etc)

The efforts to increase income through off farm activities will be made under livelihood component through assistance to SHG or individuals. TABLE 2.16 STATUS OF EXISTING SHG

S.No Name of SHG

1 Bhagya Laxmi 11Members PinachName of Village StitchingActivity involved 1000Monthly income 5000Fund Available available Assistance Training Need Source of assistance

2 786 10 Pinach Stitching 1000 3500

3 Krishana 9 Ladana Stitching 1000 4000

4 Radha 11 Ladana Stitching 1500 4000

5 Radha 10 Shankarpura Stitching 1000 4000

6 Durga 10 Shankarpura Stitching 1000 3500

7 Deva 9 Pachala Stitching 1000 4500

8 Krishana 10 Pachala Stitching 1000 5000

9 Shubh Laxmi 10 Pachala Stitching 1500 2500

Bank Loan 10 Chetana 13 Jhoranda Stitching 1500 2500 Skilled Training Revolving Fund Bhojpura 11 Kamala 10 Jhoranda Stitching 1000 3000 Bhojpura 12 Nav Durga 10 Awandiya Stitching 1000 4000

13 Santosh Janak 10 Awandiya Stitching 1000 3500

14 Shanti 10 Awandiya Stitching 1000 1500

15 Santosh Janak 10 Awandiya Stitching 1000 4000

16 Laxmi 22 Sultaniya Stitching 1500 2500

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

TECHNICAL FEATURES

TABLE 2.17 GROUND WATER

S. No. Source No. of Sources Area irrigated (Hac.)

1 Dug wells 93 12.35

2 Shallow tube wells 52 8.35

3 Pumping sets 33 31.25

4 Deep Tube Wells 32 15.65

Total 210 67.60

TABLE 2.18 WATER USE EFFICIENCY

S.No. Name of Area (Hectare) major crop Through Through water Any other Total water saving conserving (pl. specify) devices Agronomic (Sprinklers) practices 1 Wheat 22.54 0.00 - 22.54

2 Barley 45.06 0.00 - 45.06

3 Gram 0.00 453.28 - 453.28

4 Mustard 0.00 148.35 - 148.35

5 Ground Nut 33.00 162.65 - 195.65

 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 2.19 STATUS OF AVAILABILITY OF DRINKING WATER

S. Name of the village No

availability of

drinking water Ltrsdrinking water /day Drinking water Drinking water Ltrs /day requirement Present drinkingNo. of water available sources No. functional water sources of No. Requirment be to sources water repair sources water No. defunctional 1 Chakawada 15296 05 03 02 00 13002 2 Shankarpura 3668 13 05 08 00 3118 3 Pachala 4176 10 07 03 00 3550 4 Awandiya 3424 13 10 02 01 2910 5 Rampura 32 01 01 00 00 32 6 Joranda Bhojpura 4152 18 12 04 02 3529 7 Sultaniya 5884 15 10 04 01 5001 8 Pinach 3392 09 07 01 01 2883 9 Rewantpura 2332 07 06 01 00 1982 10 Teekel Purohitan 2392 08 05 02 01 2033 11 Teekel Narukan 4404 07 06 01 00 3743 12 Salarsoo 1324 06 05 01 00 1125 13 Ladana 3192 14 10 02 02 2713 14 Phagi 1448 07 05 01 01 1231

Total: 55116 46854 133 92 32 09

TABLE 2.20 SLOPE DETAILS.

Slope of Watershed

S.No. Slope Percentage Area in Hectares

1 0 to 1% 5118.96

2 1 to 3% 704.35

3 3 to 5% 16.20

4 5-10 % 2.73

4 > 10% 0.07

Total 5842.31

As most of the area has slope less than 1% construction of contour bunds can solve the problem of water erosion in agriculture fields and protect washing of top soil and manures/fertilisers.

Good Catchment: 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.

TABLE 2.21 TOTAL AVAILABLE RUNOFF(CUM) USE STRANGE’S TABLE

Average Rain fall 622.5 mm

S.No. Type of Area in Yield of runoff from catchment Total Runoff (cum) Catchment (ha.) per ha.(cum.)

1 Good 1291.49 1248.56 1612502.75

2 Average 4420.68 936.38 4139436.34

3 Bad 130.14 624.25 81239.89

Total 5842.31 _ 5833178.98

* Use Strange’s Table from Watershed Manual Part –I Annexure – 14

** 1 Hectare = 0.0038610 Sq. Mile, 1 MCFT = 28320.589 Cum

(i) Value of Runoff yield for 622.5 mm is 11.4185 MCFT (Good Catchment)

(ii) Value of Runoff yield for 622.5 mm is 8.5635 MCFT (Average Catchment)

(iii) Value of Runoff yield for 622.5 mm is 5.709 MCFT (Bad Catchment)

Calculation of Runoff yield for Good Catchment:(11.4185*1000000*0.0038610/35.31)=1248.56

Calculation of Runoff yield for Average Catchment:( 8.5635*1000000*0.0038610/35.31)=936.38

Calculation of Runoff yield for BadCatchment:( 5.709*1000000*0.0038610/35.31)=624.25

TABLE 2.22 RUNOFF TRAPPED IN EXISTING STRUCTURES

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

1 WHS(earthen) 13 12675

2 Khadin/Talab 9 7425

3 Farm Ponds 1 1350

4 Tanka - -

5 Anicuts 1 1150

Total 24 22600

WATER BUDGETING

To propose the total number of water harvesting structures, it is necessary to do water budgeting of the area i.e. how much total run-off is available, out of which how much is being already stored in existing structures and how much balance is available for storage. In the proposed area, the various water harvesting structures have been constructed. The surface runoff has been stored in the structures. In the area about 18 structures have been constructed. For water budgeting the area is calculated and divided in following three groups:

Good Catchment : Where runoff is maximum and infiltration is minimum like hillocks, plateau etc. (1248.56 Hac.)

Average Catchment : Cultivated land, forest land with vegetation (936.38 Hac.)

Bad Catchment : Where runoff is minimum and infiltration is maximum e.g. sandy soil (624.25 Hac.)

TABLE 2.23 RUNOFF TO BE TRAPPED IN PROPOSED STRUCTURES

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

1 WHS(earthen) 39 223350

2 Khadin/Talab 17 46450

3 Farm Ponds - -

4 Diggi 26 59176

5 Tanka 44 902

6 Masonary WHS 1 1875

Total 127 331753

 TOTAL AVAILABLE RUNOFF (CUM) FROM PROJECT AREA = 22600.00 CUM

 RUNOFF (CUM) TRAPPED IN EXISTING STRUCTURES = 22600.00 CUM

 RUNOFF (CUM) TO BE TRAPPED IN PROPOSED STRUCTURES = 331753.00 CUM

 TOTAL RUNOFF TRAPPED IN EXISTING + PROPOSED STRUCTURES = 354353.00 CUM

 PERCENTAGE OF RUNOFF TRAPPED = TOTAL RUNOFF TRAPPED * 100 TOTAL AVAILABLE RUNOFF

= 354353.00 * 100 5833178.98

= 6.07 PERCENT

TABLE 2.24 SOIL DETALS

I. Soil Profile

S.No. Major Soil Classes Area in (Ha.)

1 Sandy 408.96

2 Sandy Loam 4673.85

3 Loam 759.50

Total 5842.31

II. Soil Depth

Depth (Cms.) Area in (Ha.)

1 0.00 to 7.50 -

2 7.50 to 45.00 -

3 > 45.00 5842.31

III. Soil fertility Status :

Soil fertility Status Kg/ha Recommended

1 N 30-50 Kg/Ha 120 Kg/Ha

2 P 10-20 Kg/Ha 80 Kg/Ha

3 K 5-10 Kg/Ha 40 Kg/Ha

4 Micronutrients PPM 20-100 100-500

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.

Need of Soil Erosion Contril :  To check land degradation  To reduce excessive biotic pressure by containing the number and increase of livestock  To check cultivation on sloping lands without adequate precautions of soil and water conservation measures  To discourage cultivation along susceptible nallah beds  To check Faulty agriculture techniques  To check Uncontrolled grazing and developed cattle tracks  To check Deforestation of steep slopes  To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge Ground Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.

PROPOSED ROPOSED DEVELOPMENT PLAN

The Activities are indicative addition /deletion in activities will be as per local conditions

PREPARATORY PHASE ACTIVITIES

The IEC activities like Group meetings, door to door campaign, slogans and wall writings etc. were carried out in all the habitations of IWMP-23/2011-12 Chakwada, Shankarpura, Pachala, Anwadiya, Rampura, Jhoranda Bhojpura, Sultaniya, Pinach, Rewantpura, Teekel Purohitan, Teekel Narukan, Salrasoo, Ladana & Phagi. A series of meetings were conducted with GP members, community and discussed about the implementation of IWMP programme. User groups were also formed.

3.1 PRA EXERCISE

Participatory Rural Appraisal (PRA) is one of the most important exercises in Watershed Development projects before preparation pf Action Plan.. For the preparation of detailed project report Participatory Rural Appraisal exercise is very important part. The village wise PRA have been conducted with the help of WDT member For village separate maps have been prepared, showing all special features such as nallas, pasture land, roads, dhani's etc. The works have been identified according to beneficiaries need. The proposed works have been marked on these maps. 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.

TABLE 3. 1 DETAILS OF PRA ACTIVITIES SCHEDULED

S. No. WS Sub Committee S.No. Name of Villages Date on which PRA Conducted

1 Chakawada 16/01/2013

1 Shankarpura 2 Shankarpura 24/01/2013

3 Pachala 15/01/2013

4 Awandiya 17/01/2013

5 Rampura 18/01/2013 2 Pachala

6 Joranda Bhojpura 23/01/2013

7 Sultaniya 30/01/2013

8 Pinach 11/01/2013

9 Rewantpura 22/01/2013

10 Teekel Purohitan 28/01/2013 3 Pinach

11 Teekel Narukan 29/01/2013

12 Salarsoo 31/01/2013

13 Ladana 10/01/2013

4 Ladana II 14 Phagi 21/01/2013

3.2 ENTRY POINT ACTIVITIES

To find the urgent need of the local communities, the Gram Sabhas have been conducted at each Gram Panchayat. So that different works could be identified according to their need. The main theme of Entry Point Activities is to establish credibility of the Watershed Development Team and create a rapport with the village community. After identifying the different works in Gram Sabhas, the following works to be executed

TABLE 3.2 DETAILS OF PROPOSED ENTRY POINT ACTIVITIES

S. WS Sub Name of Area Hac. EPA Activity EPA Amount EPA No Committee Villages Estimate No. Chakawada 185.83 Plat Form Construction 89198.00 1 Shankarpu 1 ra Shankarpura 691.23 Boundary Wall of 331790.00 2 Crematorium Pachala 727.06 Boundary Wall of Play 348989.00 3 Ground Awandiya 999.75 Roof Top Rain Water 479880.00 4 Harvesting Structure Rampura 53.62 Plat Form Construction 25737.00 5 2 Pachala

JorandaBhojp 687.66 Boundary Wall of 330077.00 6 ura Crematorium Sultaniya 752.46 Boundary Wall of 361181.00 7 Crematorium Pinach 664.12 Roof Top Rain Water 318778.00 8 Harvesting Structure Rewantpura 164.51 Plat Form Construction 78965.00 9

Teekel 174.25 Plat Form Construction 83640.00 10 3 Pinach Purohitan Teekel 89.62 Plat Form Construction 43018.00 11 Narukan Salarsoo 24.37 Soak Pit Construction 11698.00 12

Ladana 440.58 Boundary Wall of 211479.00 13 Crematorium 4 Ladana II Phagi 187.25 Plat Form Construction 89880.00 14

5842.31 2804310.00

3.3 CAPACITY BUILDING

Capacity building is an important aspect for the successful implementation of watershed development programmes. The relevant training programme will be organized for all the functionaries involved in water shed development. It will be ensured at every level that a majority of the members of SHGs/UGs would be given basic training involving skill up gradation and orientation on the technical on the technical and organizational aspects. Besides training on application on Remote Sensing Technology for generating database for watershed development will be included in the training programme. It has been finalized that the training will be organized by WDT members with the help of local officer of the technical departments. SHGs&UGs would also be taken for visits to Research Stations, demonstration of successful technologies that are relevant to them. For participatory approach, water shed committee, user groups and self help groups have been formed at each gram panchayat level. During the phase, the watershed development team (4 members) which is also constituted and engaged in the project earlier will facilitate. The capacity building of these different stakeholders on institutional and work related aspects are important part of the project.

LIST OF TRAINING INSTITUTES FOR CAPACITY BUILDING IN THE PROJECT AREA

1 2 3 4 5 6 7 S.

No

n of the n of the Head of Head of

Name & Name Institute -mail Designatio Name of Stakeholde rs Name of the Training Institute Full Address with no., contact website & e Type of Institute Area of speciali- sation 1 PRIs, I.G.P.R.& JLN Marg, Jaipur-302004 Director Autonomous Rural Development G.V.S. Contact No.- General Body WDTs, Jaipur 0141-2706577-78 E- mail :[email protected] UGs N.I.R.D., Near Railway Station, Course Autonomous Rural Development Jaipur Jaipur-302006 Director Body SHGs Contact No. : 0141- 2209904/05 WCs S.I.A.M., Durgapura, Jaipur-302018 Director Autonomous Agriculture, Jaipur Contact No. : 0141- Body Extension, Training GPs 2721431/270060/2723618 E-mail : [email protected]

3.4.A NATURAL RESOURCE MANAGEMENT (NRM)

With the help of WDT, on the basis of the information generated from the bench mark survey of the watershed area and detailed PRA exercise, the detailed watershed development plan for each Gram Panchayat have been prepared. Watershed treatment / development plan have been prepared for all the arable and non arable land including degraded lands, government and community lands and private lands.While socially surveying the area, it was realized that various water harvesting structures mostly talai’s have been constructed in the area for storing the water. But due to non availability of outlets/ waste weirs the water was released by cutting the banks. The main problem of the area is availability of stored water. For further development, it has been planned that all the structures will be provided with waste weirs, so that the water can be stored up to the design level without any fear. At the present time no new talai/ tanks have been proposed. During the rainy season it was found that the rain water from the higher areas flows down and spread in the lower area and damaging the fields. This will certainly solve the problems of the area and sufficient water will also be stored for live stock will help in recharging the nearby wells.

3.4. B CONVERGENCE PLAN

For the development of villages, various works are being done through different departments mainly Agriculture , Horticulture, MGNREGA, Animal Husbandry etc. The complete development works can not be done in the sanctioned cost/amount. The various defined works, which are necessary in water shed development can be done through these departments by their budget allocations. After discussing with Agriculture, Horticulture, MGNREGA, Animal Husbandry departments at block level as per need of the area the works have been taken up and action plan has been prepared.

3.5 CONSERVATION MEASURES FOR ARABLE LANDS

The main problem of the area is the low and erratic rainfall. The conservation measures meant to reduce or prevent sheet erosion. The important principles to be kept in view while planning measures for proper conservation of water are increasing the time of concentration and thereby allowing more runoff water to be absorbet, intercepting the long slope into short ones and protection against damage and to excessive runoff. Bunding is the most effective and widely practiced field measures for controlling or preventing erosion. In broader way it can be defined as series of mechanical barriers to reduce the slope percentage. Different types of bunds are contour bund, side bunds, lateral bund, and graded bunds. 3.5.1 CONTOUR BUND

Contour bunds are constructed along the contours. For the area having slope less than 6 percent and flatter lands with scanty /erratic rainfall contour bund is practiced to intercept the runoff by embankment whose ends may be closed or open to conserve moisture as well as to reduce the soil erosion. AS per past experience the contour bund can be adopted on all types of relatively permeable soils except the clayey or deep blank cotton soils. The main criterion for spacing of bunds is to intercept the water before it reaches the erosive velocity. The most important factor of it is slope, cropping pattern, soil and conservation practice adopted. While planning of contour bund few things, which should be considered are: area is bifurcated according to slope, if distance between two bund is more than additional bund should be provided in between them, lateral bunds/ hooking should be extended up to the submerged length at both ends and vertical interval may be adjusted according to field boundaries. · Side bund : Bunds constructed at extreme ends of the contour bund, which are running along the slope and up to the submerged length. · Lateral bund : Bund constructed along the slope in between two side bunds, to prevent concentration of water along one side and to break the length of contour bund.

3.5.2 WASTE WEIRS

In order to protect the contour bund from breaching and the standing crop from damage, masonry outlet structures which can drain away excess water, are constructed. The proper outlet/ waste weirs are provided in the contour bunds alternate, to avoid gully formation and also to increase the travel path. Generally waste weirs are constructed at depressions with the crest of their body walls constructed at 0.3 m above the contour.

3.5.3 GRADED BUNDS

Graded bunds are constructed to guide water towards nalla’’s. These bunds are constructed along longitudinal grade. These bunds primarily act drainage channels for inducing and regulating the excess runoff water and draining with non erosive velocity.

3.5.4 GULLY CONTROL STRUCTURE

In arable lands, where small rills/ gullies have been formed, then the earthen bunds are constructed at regular intervals.

3.6 CONSERVATION MEASURES FOR NON ARABLE LANDS

The area which is unsuited to cultivation for agricultural crops and limits their use largely to pasture, forest requires the conservation measures. These waste lands have a great potential for producing fodder, fuel, fiber etc. To protect these lands from further degradation suitable soil and water conservation measures supplemented with proper a forestation is required.

3.6.1 CONTOUR TRENCHES

Contour trenches are excavated along a uniform level across of the slope of the land. Bunds are constructed downstream along the trenches with material taken out of them. The main objective is to create more favorable moisture condition. The contour trenches break the velocity of runoff. Plants are put in the trench along the bream.

3.6.2 STAGGERED TRENCHES

Staggered trenching is excavated trenching of shorter lengths in a row along the contour with interspace between them. In the alternate row, the trenches will be located directly below one another. The length of the staggered contour trenches will be 3 to 3.65 m with interspaces between them in the same row of about 2.4 to 3 m. The trapezoidal trenches of 0.3 to 0.45 m bottom width and 0.5:1 side slope have been proposed. 3.6.3 DITCH CUM BUND

In the watershed area, the available pasture land will be protected by ditch cum bund. From the excavate soil of the trench the bund will be prepared inside the area along the trench, so that the animals cannot step up from the trench and enter the area. From the point of view of cost and theft, the barbed wire fencing and stone fencing is avoided.

3.6.4 PASTURE DEVELOPMENT

To mitigate the fodder requirement, in every gram panchayat of the project area, at least one pasture development is proposed. The encroachment is the main problem of pasture development. The pasture land will be developed by fencing the area by ditch cum bund, constructing the staggered trenches across the slope, gully control structures (loose stone check dam, earthen bunds), construction of small talai / ponds, planting of different plants and grasses in between staggered trenches. The development of grasses ultimately reflected in the runoff and soil loss. The grass development action comprises of direct dispersion, interception, energy dissipation and evaporation of falling rain drops.

3.6.5 DRAINAGE LINE TREATMENT

The drainage line treatment is very important part of the project. a. Gully control structures : Gully control structures consist of constructing bunds of suitable dimension across the nala or gullies to hold the runoff water. Depending upon the slope of the gully, these bunds are constructed in the series. The main thumb rule is the bottom of the structure should coincide with the top of the downstream one. The temporary storage of runoff against these bunds carries deposition of silt and water is drained off in a controlled manner. The impounding of water facilitates the percolation of water, which

otherwise will flow with intense velocity. The water released from the bunds will be free from silt and velocity to erode. Before it can acquire erosive velocity, it will meet the next bund below in the catchment. b. Concrete and masonry check Dam: In some places where vegetative measures and simple practice alone are inadequate to handle the concentration of water, permanent masonry structures structure are provided. In the project area with the loose stone check dam these permanent masonry gully control structures will be provided. c. Bank stabilization : The bank stabilization is very important part of controlling the gullies. The water from the side area/ gully from widening and protecting the side land converting into the gullies, the marginal bund will he made on each side of the nalla. The loose stone check dam and masonry structures will be constructed at proper places for safe disposal of surplus water. In some places of the side of nalla, loose stone pitching have been provided to protect the sides from scouring. d. Water harvesting structures Anicuts/Tanks: With the introduction of NREGA, the ponds/ talai’s have been constructed. Therefore small thrust has been given on construction of ponds.

3.7 PRODUCTION SYSTEM AND MICRO ENTERPRISES

3.7.1 PRODUCTION MEASURES FOR ARABLE

To get the more benefit from agriculture crop, it is very important to decrease the cost of cultivation and increase the production. To decrease the cost of cultivation, it is necessary to use complete available land for cultivation, use of latest implements so that time and cost is reduced. Good agriculture management by taking more than one crop in a year can also increase the production. Optimum quantity of fertilizer, insecticides and pesticides should be used. The reduction of chemical fertilizer will also increase the production. For increasing production of crop, water management also plays an important role. The water should be used according to its quality and also crop should be irrigated according to need/ requirement. The various activities proposed are : a. Crop Demonstration: Crop Demonstrations are very important to show the quantitative and qualitative difference between traditional and improved practices. The demonstration is also important to motivate the

farmers to adopt improved agriculture practices. Crop Demonstrations are layout for adoption of full package of technology practices in rural areas. The demonstration are proposed to be organized for 0.4 hectare to farmers field which have adequate irrigation facilities and take interest to show all technology practices recommended by Agriculture Department. In Kharif season demonstration for Guar, Bajra and in Rabi season demonstration for wheat, Barley and Mustard have been proposed. The crop demonstration will be organized as per consultation with Agriculture Department.

b. Vegetables Seeds Minikit Distribution: Minikits of newly released varieties of vegetables will be distributed to the beneficiaries of the project area. c. Horticulture Activities: As per demand of the beneficiaries, the various horticulture plants will be provided/distributed after ensuring the availability of water and suitable and recommended for the area.

d. Organic Farming System: The organic farming is very important to maintain the fertilizer requirement of the crops. In organic farming decomposed agriculture waste, cow dung and vermi compost is used in place of chemical fertilizer. The organic manure is cheaper, locally available and without any side effect. Organic farming does not mean going ‘back’ to traditional methods. Many of the farming methods used in the past are still useful today. Organic farming takes the best of these and combines them with modern scientific knowledge. This organic farming involves using techniques to achieve good crop yields without harming the natural environment or the people who live and work in it. The methods and materials that organic farmers use to keep and build good soil structure and fertility are recycled and composted crop wastes and animal manures; soil cultivation at the right time; crop rotation; green manures and legumes; mulching on the soil surface. To control pests, diseases and weeds organic farmer uses careful planning and crop choice; the use of resistant crops; good cultivation practice; using natural pesticides. The organic farming also involves careful use of water resources and good animal husbandary. Organic farming provides long-term benefits to people and the environment. Organic farming aims to increase long-term soil fertility; control pests and diseases without harming the environment; ensure that water stays clean and safe; use existing resources of the farmer already has, so the farmer needs less money to buy farm inputs. In the

project area cultivators will be selected who are interested in the organic farming. Through intensive training programme, the cultivators will be trained. The demonstrations will be laid on their field. e. Animal Husbandry Activities: For regular checking of the animals the two camps in a year will be organized at Gram Panchayat level with the consultation of Animal Husbandry Department. Therefore in the project area (6 Gram Panchayat) 40 camps will be organized during the project period. As per need good breed of bull will be purchased for improvement of the breed.

3.7.2 PRODUCTION MEASURES FOR NON ARABLE

The pasture land will be developed by fencing the area by ditch cum bund (DCB) and constructing the staggered trenches. In between the trenches grasses will be grown and on down stream side of the trenches the forestry/fuel plants are grown. Along the bund of ditch the forestry plants will be grown. In the area various plants like Khejdi, Ardoo, Desi Babool, Neem, Shessam etc will be grown. The fuel plants on the bunds of the private lands are also grown with the consultation of the owner, so that cultivators can also get the fuel for his use. Similarly on the bunds suitable forestry plants like Khejdi, Ardoo, Desi Babool, Neem, Shessam will also be grown to meet the fuel and fodder requirement of the farmer, so the beneficiaries can fulfill the fuel and fodder requirement.

3.7.3 PRODUCTION PLAN FOR ARABLE AND NON ARABLE LANDS

The Guideline issued for implementation of watershed projects support to production/farming system based livelihood activities and enterprises. As per directions issued by the department 10 percent of the total cost of the project has been assigned to support the production system and microenterprises for land owing households. The main aim is to increase the production and productivity of agriculture crops. As per directions the individual land holder can avail the benefits of production system on their private land. The small and marginal farming household, women headed farming holders, SC & ST farmers will be given priority. As per guideline the contribution of farmers will be 20 % for general categories and 10 % for SC and ST beneficiaries. Therefore the maximum farmers contribution for general categories will be Rs. 4800 and for SC & ST beneficiaries will be Rs. 2400.The cost of farming/production system activity will be to a maximum limit of an amount equal to double of the unit cost of the project. The project fund will meet the cost of farming/production system activities.

3.8 LIVELIHOOD ACTIVITIES PARTICULARLY FOR ASSET LESS PERSON

The common guideline includes focussed priority on livelihood activities for land less/asset less person. As per guideline 9 % of the total project cost has been assigned to support the livelihood activities for land less/asset less household. In the project area according to the interest and need livelihood activities will be followed. In individual livelihood activity training of Masson, Motchi, Carpentry, Tailoring, Bike Repairing etc work will be taken up so that their lives could be improved. The training programme of computer Hardware/Software, Mobile repairing work will also be planned according to the interest and education level of the educated young generation, so that with the seasonal agriculture income of their family, they can supplement the income during non agriculture season. In every gram panchayat of the project area, the self help groups of land less persons have also been formed. These groups will be trained according to the their interest on different activities like Ara Tari, Tomato Sauce Preparation, Honey Bee Production, Compost Pit, Pottery etc, so that their livelihood can be increased. At the time of PRA, the people of the area have been acquainted with livestock based activities like milk collection booth, dairy, poultry etc. The livelihood action plan will be implemented through Self Help Groups and or the SHG federation. As per earmark amout of 9 %, 60 % of this livelihood fund will be used to support revolving fund for SHG’s, 10 % will be used for individual enterprises and a maximum of 30 % will be used for SHG federation. The initial amount up to Rs. 25000 may be given as seed money to a SHG as the revolving fund. Similarly for major livelihood activity grant in aid will be 50 % of the cost of activity or Rs. 2.00 lacs which ever is less.

PROPOSED ANNUAL ACTION PLAN FOR WATERSHED IWMP - 23 PHAGI Preparatory Phase Activities, Capacity Building, Trainings & EPA Works Area 5842.3 7010772 (Ha.) 1 Rate- 12000 / Hac. Total Cost 0 ADMINISTRATIVE & PREPARATORY PHASE - 22% (10+1+1+4+5+1) Activity Percent Total Cost Ist Year IInd Year IIIrd Year IVth Year Vth Year Total

S. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. No. Admn. 10% 0 7010772.00 0 1051616.0 0 1752693.00 0 1752693.00 0 1752693.00 0 701077.00 0 7010772.00 (i) 0 Monitoring 1% 0 701077.00 0 105162.00 0 175269.00 0 175269.00 0 175269.00 0 70108.00 0 701077.00 (ii) Evaluation 1% 0 701077.00 0 105162.00 0 175269.00 0 175269.00 0 175269.00 0 70108.00 0 701077.00 (iii) EPA 4% 14 2804309.00 0 0.00 14 2804309.00 0 0.00 0 0.00 0 0.00 14 2804309.00 (iv) I & CB 5% 130 3505386.00 13 350539.00 39 1051616.00 39 1051616.00 39 1051615.00 0 0.00 130 3505386.00 (v) DPR 1% 0 701077.00 0 350539.00 0 350538.00 0 0.00 0 0.00 0 0.00 0 701077.00 (vi) Total 144 15423698.0 13 1963018.0 53 6309694.00 39 3154847.00 39 3154846.00 0 841293.00 144 15423698.0 0 0 0

WATERSHED WORK PHASE - 75% (56+10+9) WATERSHED DEVELOPMEMT WORK - 56% (A) Conservation Measures for Arable Land (Private Land) I. Activity Unit Unit Cost Reference Quantit Total Cost Ist Year IInd Year IIIrd Year IVth Year Vth Year Total y S. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. No. Contour Meter 100.00 Estimate. 15 19485.0 1948506.00 0 0.00 0 0.00 7000 700000.00 8000 800000.00 4485.0 448506.00 19485.0 1948506.00 Bund Type 6 6 6 "A" (Slope 0- (i) 1 %) Contour Meter 172.00 Estimate. 16 8235.00 1416420.00 0 0.00 0 0.00 2235 384420.00 3000 516000.00 3000 516000.00 8235 1416420.00 (ii) Bund Type

"B" (Slope 1- 1.5 %) Contour Meter 272.00 Estimate. 17 4945.00 1345040.00 0 0.00 0 0.00 1500 408000.00 1500 408000.00 1945 529040.00 4945 1345040.00 Bund Type "C" (Slope (iii) 1.5-2 %) Circular Nos 78562.00 Estimate. 30 14 1099868.00 0 0.00 4 314248.00 4 314248.00 4 314248.00 2 157124.00 14 1099868.00 Tanka (Farm (iv) pond) Waste Weir Nos 13754.00 Estimate. 18 42 577668.00 0 0.00 8 110032.00 12 165048.00 12 165048.00 10 137540.00 42 577668.00 Type "A" (R/R (v) Masonary) Waste Weir Nos 26102.00 Estimate. 19 52 1357304.00 0 0.00 10 261020.00 15 391530.00 15 391530.00 12 313224.00 52 1357304.00 Type "B" (R/R (vi) Masonary) Waste Weir Nos 43230.00 Estimate. 20 41 1772430.00 0 0.00 10 432300.00 10 432300.00 11 475530.00 10 432300.00 41 1772430.00 Type "C" (R/R (vii) Masonary) Gully Nos 41082.00 Estimate. 21 86 3533052.00 0 0.00 20 821640.00 26 1068132.00 20 821640.00 20 821640.00 86 3533052.00 Control Structure (viii) Type "A" Gully Nos 67604.00 Estimate. 22 58 3921032.00 0 0.00 13 878852.00 15 1014060.00 15 1014060.00 15 1014060.00 58 3921032.00 Control Structure (ix) Type "B" Gully Nos 138080.00 Estimate. 23 63 8699040.00 0 0.00 15 2071200.00 18 2485440.00 15 2071200.00 15 2071200.00 63 8699040.00 Control Structure (x) Type "C" Conservation Measures for Non-Arable Land II. Pasture Ha. 94746.00 Estimate. 24 45.00 4263570.00 0 0.00 0 0.00 30 2842380.00 15 1421190.00 0 0.00 45 4263570.00 (i) Development Rectangular Nos 1090228.0 Estimate. 31 3 3270684.00 0 0.00 1 1090228.00 1 1090228.00 1 1090228.00 0 0.00 3 3270684.00 Diggi Type 0 (ii) "A" Rectangular Nos 852592.00 Estimate. 32 4 3410368.00 0 0.00 1 852592.00 1 852592.00 1 852592.00 1 852592.00 4 3410368.00 Diggi Type (iii) "B" Rectangular Nos 663590.00 Estimate. 33 2 1327180.00 0 0.00 0 0.00 1 663590.00 1 663590.00 0 0.00 2 1327180.00 (iv) Diggi Type

"C"

Drainage Line Treatment III. Retaining / Nos 134042.00 Estimate. 28 6 804252.00 0 0.00 2 268084.00 2 268084.00 2 268084.00 0 0.00 6 804252.00 Safety Wall (i) Type "A" Retaining / Nos 171303.00 Estimate. 29 3 513909.00 0 0.00 1 171303.00 1 171303.00 1 171303.00 0 0.00 3 513909.00 Safety Wall (ii) Type "B" Masonary Nos 500000.00 Estimate. 34 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 Water Harvesting (iii) Structure Total (A) 39260323.0 0.00 0.00 85.00 7271499.00 10871.0 13251355.0 12613.0 11444243.0 9515.0 7293226.00 33084.0 39260323.0 0 0 0 0 0 6 6 0 PRODUCTION SYSTEM AND MICRO ENTERPRISES - 10% (B) Horticulture 0.25 Ha. 12084.75 Estimate. 35 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 (i) Plantation Agroforestry 0.25 Ha. 10134.50 Estimate. 25 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 (ii) Vegetables Nos 1250.00 As per 771 963750.00 0 0.00 200 250000.00 200 250000.00 200 250000.00 171 213750.00 771 963750.00 (iii) Minikit market Vermi- Nos 24000.00 Estimate. 26 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 Composting / NSDL (iv) Composting Crop Nos 5815.00 Estimate. 27 132 767580.00 0 0.00 0 0.00 50 290750.00 50 290750.00 32 186080.00 132 767580.00 Demonstratio (v) n Breed Nos 24000.00 As per 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 (vi) Improvement market Distribution Nos 12000.00 As per 166 1992000.00 0 0.00 132 1584000.00 34 408000.00 0 0.00 0 0.00 166 1992000.00 of Chaff market Cutter & (vii) Milk Cane Distribution Nos 18000.00 As per 166 2988000.00 0 0.00 132 2376000.00 34 612000.00 0 0.00 0 0.00 166 2988000.00 of Manger market with (viii) cattleshed Animal Nos 5000.00 As per 60 300000.00 0 0.00 15 75000.00 15 75000.00 15 75000.00 15 75000.00 60 300000.00 (ix) Health Camp market

Total (B) 7011330.00 0.00 0.00 479.0 4285000.00 333.00 1635750.00 265.00 615750.00 218.00 474830.00 1295.00 7011330.00 0 LIVELIHOOD ACTIVITIES FOR THE ASSET LESS PERSONS - 9% (C) (i) Revolving Nos 25000.00 150 3750000.00 0 0.00 30 750000.00 40 1000000.00 40 1000000.00 40 1000000.00 150 3750000.00 Fund to SHG As per (60 % guideline minimum ) (ii) Revolving Nos 25000.00 30 750000.00 0 0.00 6 150000.00 8 200000.00 8 200000.00 8 200000.00 30 750000.00 Fund to enterprising As per individual guideline (10 % maximum ) (iii) Grant in aid Nos 200000.00 9 1800000.00 0 0.00 2 400000.00 4 800000.00 3 600000.00 0 0.00 9 1800000.00 to enterprising SHG or As per Federation of guideline SHGs individual (30 % maximum ) Total (C) 189 6300000 0 0 38 1300000 52 2000000 51 1800000 48 1200000 189 6300000

CONSOLIDATION - (3%) Consolidatio 0 0.00 2112369.00 0.00 312889.00 1162757.00 408163.00 228560.00 2112369.00 n Total 0 0.00 2112369.00 0.00 312889.00 1162757.00 408163.00 228560.00 2112369.00

Grand Total 70107720.0 13.0 1963018.0 655.0 19479082.0 11295.0 21204709.0 12968.0 17423002.0 9781.0 10037909.0 34712.0 70107720.0 0 0 0 0 0 0 0 0 0 6 0 6 0

EPA ESTIMATE NO. 1

NAME OF WORK :- CONSTRUCTION OF PLATFORM VILLAGE :- CHAKWADA G.P:- CHAKWADA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 6.10 Mtr. Outer Width 6.10 Mtr. Height 0.75 Mtr. Length of Steps 3.50 Mtr. Estimated Cost Rs. 89198

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by 1 mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 6.40 0.70 0.75 6.72 Shortwall 2 5.03 0.70 0.75 5.28 Steps 1 3.50 1.22 0.23 0.98 Total 12.98 Cum. 101.00 1311.34 Providing and laying in position 2 cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Platform

Cum.

Long wall 2 6.40 0.70 0.15 1.34 Shortwall 2 5.03 0.70 0.15 1.06 Top 1 6.10 6.10 0.10 3.72 Steps 1 3.50 1.22 0.23 0.98 Total 7.10 2174.00 15442.79 Random Rubble stone masonary for 3 with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 6.25 0.53 0.61 4.04 Shortwall 2 5.18 0.53 0.61 3.35

IInd st steping Long wall 2 6.10 0.38 0.60 2.78 Shortwall 2 5.50 0.38 0.60 2.51

Steps 1 3.50 1.20 0.15 0.63 1 3.50 0.90 0.15 0.47 1 3.50 0.60 0.15 0.32 1 3.50 0.30 0.15 0.16 Circular masonary around existing Tree 1 L.S 0.75 Total 15.01 Cum. 1949.00 29245.21 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 5.33 5.33 0.50 14.20 For levling and filling breacched portion 1 6.35 4.35 0.35 9.53

Total 23.73 Cum. 794.00 18844.96 Random rubble dry stone Khanraja

5 under floor {Item no. 37 GKN BSR 2013 block

Phagi} Hall 1 5.33 5.33 0.23 6.53 Total 6.53 Cum 738.00 4822.13 Providing and laying in position 6 cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} Top 1 6.10 6.10 0.070 2.60 2.60 Cum. 3499.00 9113.85 Plaster on new surface on walls in 7 cement sand mortar 1:6 including racking of joints

etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Platform top side 1 6.10 6.10 37.21 Platfrom outer side 1 24.40 0.75 18.30 Steps Tread 4 3.50 0.30 4.20 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.60 0.15 0.18 2 0.30 0.15 0.08 Total 60.60 Sqm. 105.00 6363.00 Finishing with neat cement slurry 8 (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 60.60 Sqm. 23.40 1418.04 Total 86600.32 Add Contingency 3.00 % 2598.01 Sub Total Rs. 89198

EPA ESTIMATE NO. 2 NAME OF WORK :- CONSTRUCTION OF BOUNDARY WALL AT CREMATORIUM VILLAGE :- SHANKARPURA G.P:- CHAKWADA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

Length 125.00 Mtr. Height above Plinth Lvl 1.35 Mtr. No. of Pillars 39 Nos. Estimated Cost Rs. 331790

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by mechanicla 1 means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} 1 125.00 0.66 0.75 61.88 Total 61.88 Cum. 101.00 6249.38 Providing and laying in position cement 2 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} 1 125.00 0.66 0.15 12.38 Total 12.38 Cum. 2174.00 26903.25 Random Rubble stone masonary for with 3 hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Ist stepping 1 125.00 0.50 0.60 37.50 Total 37.50 Cum. 1803.00 67612.50 Random Rubble stone masonary for with 4 hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} IInd stepping 1 125.00 0.35 0.45 19.69 Cum.

Total 19.69 1949.00 38370.94 Brick masonary with F.P.S bricks of class 5 designation 75in superstur 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) {Item no. 6a, 8 GKN BSR 2013 block Phagi}

Wall {125-(39X0.35)-3.15}X0.23X1.35 33.60 Pillars 39 0.35 0.35 1.35 6.45 Total 40.05 Cum. 2657.00 106401.49 6 Add Extra for brick masonary in pillars 6.45 Cum. 225.00 1451.17 Providing and laying in position cement 7 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} For DPC 1 125.00 0.35 0.10 4.375 For Copping on Top of wall 1 111.35 0.23 0.05 1.28 For copping on Top of pillars 39 0.35 0.35 0.05 0.24 Total 5.89 Cum. 3499.00 20624.51 Plaster on new surface on walls in 8 cement sand mortar 1:6 including racking of joints etc.complete

fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Wall outer side(Deducting main gate ) 1 120.50 1.88 225.94 Wall outer side (deducting Main gate) 1 121.42 1.88 227.66 Pillars offsets 33 0.24 1.88 14.85 Faces of main gate 2 0.35 1.88 1.31 Total 469.76 Sqm. 105.00 49325.06 9 Colour White washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing with lime {Item no. 22 GKN BSR 2013 block Phagi} Qty same as that of plaster 469.76 Sqm. 11.10 5214.36 Total 322152.65 Add Contingency 3.00 % 9664.58 Sub Total Rs. 331790

EPA ESTIMATE NO. 3 NAME OF WORK :- CONSTRUCTION OF BOUNDARY WALL AT PLAYGROUND VILLAGE :- PACHALA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

Length 129.00 Mtr. Height above Plinth Lvl 1.40 Mtr. No. of Pillars 41 Nos. Estimated Cost Rs. 348989

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by 1 mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} 1 129.00 0.66 0.75 63.86 Total 63.86 Cum. 101.00 6449.36 Providing and laying in position 2 cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} 1 129.00 0.66 0.15 12.77 Total 12.77 Cum. 2174.00 27764.15 Random Rubble stone masonary 3 for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Ist stepping 1 129.00 0.50 0.60 38.70 Total 38.70 Cum. 1803.00 69776.10

Random Rubble stone masonary 4 for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} IInd stepping 1 129.00 0.35 0.45 20.32 Total 20.32 Cum. 1949.00 39598.81 Brick masonary with F.P.S bricks of 5 class designation 75in superstur 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) {Item no. 6a, 8 GKN BSR 2013 block Phagi}

Wall {129-(41X0.35)-3.15}X0.23X1.4 35.90 Pillars 41 0.35 0.35 1.40 7.03 Total 42.93 Cum. 2657.00 114076.97 Add Extra for brick masonary in 6 pillars 7.03 Cum. 225.00 1582.09 Providing and laying in position 7 cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} For DPC 1 129.00 0.35 0.10 4.515 For Copping on Top of wall 1 114.65 0.23 0.05 1.32 For copping on Top of pillars 41 0.35 0.35 0.05 0.25 Total 6.08 Cum. 3499.00 21290.02 Plaster on new surface on walls in 8 cement sand mortar 1:6 including racking of joints

etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Wall outer side(Deducting main

gate ) 1 124.50 1.93 239.66 Wall outer side (deducting Main

gate) 1 125.42 1.93 241.43 Pillars offsets 41 0.24 1.93 18.94 Faces of main gate 2 0.35 1.93 1.35 Total 501.39 Sqm. 105.00 52645.48 9 Colour White washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing

with lime {Item no. 22 GKN BSR 2013 block

Phagi} Qty same as that of plaster 501.39 Sqm. 11.10 5565.38 Total 338748.34 Add Contingency 3.00 % 10162.45 Sub Total Rs. 348989

EPA ESTIMATE NO. 4 NAME OF WORK :- CONSTRUCTION OF ROOF TOP RAIN WATER HARVESTING STRUCTURE SITE LOCATION:- GOVT. UPPER PRIMARY SCHOOL JOINING ROOF OF DAIRY COOPERATIVE AND ANGAN BADI KENDRA VILLAGE :- AWANDIYA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

TECHNICAL PARAMETER No. of Total water spouts in roof 19 Mtr. Length (outer) 16.10 M Total No. of Chambers 32 Nos. Breadth(outer) 3.65 M Total Length of 4" PVC Pipe(Measured from Drawing) 181.50 Mtr. Inner Depth 2.62 M Size of Paprpet wall to be repaired(LXBXH) if necessary 51.50 0.23 0.35 Outer Depth 0.60 M Lenth of Step 4.50 Mtr. Soakage Depth 4.00 M Capacity 102587 Ltr.

Estimated Cost 479880 S. Particulars of Item No. L B D/H Qty. Unit Rate Amount No. 1 Earth work in excavation in foudation trenches or drains including dressing of sides and ramming of bottoms lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of of surplus excavated soil as directed with in a lead of 50Mtr. All Kind of Soils {Item no. 2a GKN BSR 2013 block Phagi} Tank 1 16.40 3.95 2.37 153.53 Platform around tank 2 17.90 0.90 0.38 12.24 2 3.65 0.90 0.38 2.50 168.27 Cum. 101.00 16995.149 2 Add extra over item no.2 for every additional lift of 1.5m to 4.5M or part thereof : {Item no. 128a GKN BSR 2013 block 1 16.40 3.95 0.87 56.36 Cum. 28.90 1628.7635

Phagi} 3 Providing and laying cement conrete well mixed in cement mortar (1:3:6) including curing etc. ( 20mm Nominal Size) {Item no. 106b GKN BSR 2013 block Phagi} Bottom 1 16.40 3.95 0.20 12.96 Platform around tank 2 17.90 0.90 0.10 3.22 2 3.65 0.90 0.10 0.66 Under PVC Pipe line 1 181.50 0.30 0.10 5.45 Net Qty 22.28 Cum. 2571.00 57281.88 3 Providing and laying cement conrete well mixed in cement mortar (1:2:4) including curing etc. ( 20mm Nominal Size) {Item no. 107b GKN BSR 2013 block Phagi} Bottom 1 16.40 3.95 0.075 4.86 On Stone slab roofing over Tanka 1 16.10 3.65 0.10 5.88 Platform around tank 2 17.90 0.90 0.050 1.61 2 3.65 0.90 0.050 0.33 Parpet Wall if Constructed 1 51.50 0.23 0.05 0.59 Total 13.27 Deduct for Lid on top 1 0.60 0.60 0.10 0.036 Net Qty 13.23 Cum. 3499 46294.394 4 Random Rubble stone masonary in super sturcture upto 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) for above 30 cm. thick walls. {Item no. 13a, 14 GKN BSR 2013 block Phagi} Ist Footing Long Wall 2 16.40 0.45 1.31 19.34 Short Wall 2 3.05 0.45 1.31 3.60 IInd Footing 0.00 Long Wall 2 16.10 0.30 1.31 12.65 Short Wall 2 3.05 0.30 1.31 2.40

Platform around tank 2 17.90 0.90 0.30 9.67 2 3.65 0.90 0.30 1.97

Steps 1 4.50 0.60 0.20 0.54 1 4.50 0.30 0.20 0.27 Total 50.43 Cum. 1949 98288.947 5 Ist grade Brick masonary on First floor in CM 1:6 {Item no. 6a, 8 GKN BSR 2013 block Cum.

Phagi} Parpet Wall if Constructed 1 51.50 0.23 0.30 3.55 2657 9441.6495 6 S/F of girder nd hoisting up to 4.5mtr. {Item no. 35 GKN BSR 2013 block Phagi} 8 741.68 Kg 65 48209.2 7 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and and slab on both side in cement sand mortar 1:4 ralthal, stone {Item no. 25 GKN BSR 2013 block Phagi} for Covering The Tank 1 16.10 3.65 58.77 For Shrevan 7 3.65 0.30 7.67 foot rest for lowering into Tank 5 0.70 0.30 1.05 Total 67.48 Sqm. 923 62284.04 8 Plaster work on new surface in CM 1:4 complete fine 25mm thick. {Item no. 47b GKN BSR 2013 block Phagi} Rectanagular Tanka Inner Side Long Wall 2 15.50 -- 2.62 81.22 Short Wall 2 3.05 -- 2.62 15.98 Floor of Tank 1 15.50 3.05 47.28 Outer Side ( above GL) Top 1 16.10 3.65 58.77 Front & Rear 2 16.10 -- 0.60 19.32 Sides 2 3.65 0.60 4.38 Platform around tank 2 17.90 0.90 32.22 2 3.65 0.90 6.57 2 17.90 0.15 5.37 2 3.65 0.15 1.10 Steps Tread 2 4.50 0.30 2.70 Rise 2 4.50 0.20 1.80 Sides 2 0.60 0.20 0.24 2 0.30 0.20 0.12 Papet Wall 1*2 51.50 0.35 36.05 Total 313.11 Sqm. 120.00 37572.84 9 Finishing with neat cement slurry Qty same as that (punning) plaster excluding (Item no. B-12.7.PWD BSR 2012 ) 1 parpet plaster 277.06 Sqm. 23.40 6483.1338 10 P/F Angle Iron lid made of 22gauge M.S sheet, 40X40X5mm conia angle and inner 25X25X5mm angle complete with rail hinge etc {Item no. 57b GKN BSR 2013 block Phagi} 1 0.65 0.65 0.42 Sqm. 1631 689.0975

11 P/F rigid PVC pipe (IS: 4985 mark) class II/(4Kg/Cm2) of approved quality/make including joining the pipes with solvent cement rubber rings and lubricant

(Item no. S-3.17.2 3 PWD BSR 2012) 75mm dia 19 4.6 87.40 99 8652.6 {Item no. 118 GKN BSR 2013 block Phagi} 110mm dia 1 181.50 181.50 Mtr. 140 25410 13 Construction of chamber in all types of soil with 300mm thick masonary in C.M. 1:6 100mm thick cement concrete 1:5:10 in foundation 20mm thick inside plaster in CM 1:6,finished with floating neat cement,50mm thick M-15 grade CC flooring earth work etc. complete as per design including disposal of surplus earth within a lead of 50m,inside size 300X300 mm depth upto 0.5M and Cement Cover (Item no. S-3.22.1 PWD BSR 2012, Jaipur Distt. ) 32 32.00 Nos. 620 19840 14 Construction of (Desilting cum Distribution) chamber in all types of soil inner size (900mm X 900 mm) 450 mm thick masonary in C.M. 1:6 10Cm thick cement concrete 1:5:10 in foundation 20mm thick inside plaster in CM 1:6,finished with floating neat cement, 50mm M- 15 grade CC flooring making channels, 80 mm thick stone slab covering with 40mm thick M-15 grade CC flooring, Cement Cover with frame of (600MMX600MM) earth work etc complete as per design including disposal of surplus earth within 50 mtr. Lead (Item no. S-3.20.1 PWD BSR 2012, Jaipur Distt. ) 1 1.00 Nos 4000 4000 15 P/F rigid PVC pipe fittings (IS: 498 mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricant: (Item no. S-3.19.3 ,3.19.9 & 3.19.1 PWD BSR 2009, Jpu Distt. ) Tee (110mm dia) 2 12 108.9 1306.8 Tee (110mm to 75mm dia) 11 6 Nos. 108.9 653.4

Socket (110mm dia) 25 38 62.1 2359.8 Socket( 75mm dia) 20 20 51.3 1026 Reducer(110mm to 75mm dia) 5 5 56.7 283.5 Bend 87.5° (110mm dia) 8 14 93.6 1310.4 Bend 87.5° (75mm dia) 22 22 56.7 1247.4 Offset (75mm dia) 16 16 113.4 1814.4 Pipe Clip(75mm dia) 48 48 14.4 691.2 Heavy Duty pipe clip (For 110mm dia) 5 5 135 675 PVC Cleaning Pipe 32 32 135 4320 16 P/F Grating of approved quality/make: Stainless steel sheet size 125mm dia {Item no. 121 GKN BSR 2013 block Phagi} 21 21 Nos. 39.6 831.6 17 Construction of soakage well in all types of soil of approved drawing, top 90cm. Portion in 450mm thick masonary with CM 1:6, 80mm thick stone slab covering, jointing of slab in CM 1:3, ralthal kharanja 40mm thick M-15 grade CC flooring earth work etc complete including disposal of surplus earth within a lead of 50mtr. inner dia 900mm and depth 10to 12Mtr. (Item no. S-3.25.1 PWD BSR 2009, Jaipur Distt. )  1.00 Mtr. 3450 3450 18 Supplying and fixing PreCast RCC Rings in the Soakage (Rechange) Well of M-20 with 40mm thick Diameter 900mm (Item no. S-3.25.1 PWD BSR 2012, Jaipur Distt. ) 1 4.00 4.00 Mtr. 715.36 2861.44 465902.63 Add Contingecy 3% 13977.079 Sub Total 479880

EPA ESTIMATE NO. 5 NAME OF WORK :- CONSTRUCTION OF PLATFORM NEAR TEMPLE VILLAGE :- RAMPURA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 3.00 Mtr. Outer Width 3.00 Mtr. Height 0.65 Mtr. Length of Steps 1.10 Mtr. Estimated Cost Rs. 25737

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by mechanicla 1 means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 3.30 0.70 0.75 3.47 Shortwall 2 1.93 0.70 0.75 2.03 Steps 1 1.10 1.22 0.23 0.31 Total 5.80 Cum. 101.00 585.82 Providing and laying in position cement 2 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Platform

Long wall 2 3.30 0.70 0.15 0.69 Shortwall 2 1.93 0.70 0.15 0.41 Top 1 3.00 3.00 0.10 0.90 Steps 1 1.10 1.22 0.23 0.31 Total 2.31 Cum. 2174.00 5015.33 3 Random Rubble stone masonary for Cum.

with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 3.15 0.53 0.61 2.04 Shortwall 2 2.08 0.53 0.61 1.34

IInd st steping Long wall 2 3.00 0.30 0.50 0.90 Shortwall 2 2.40 0.30 0.50 0.72

Steps 1 1.10 1.20 0.15 0.20 1 1.10 0.90 0.15 0.15 1 1.10 0.60 0.15 0.10 1 1.10 0.30 0.15 0.05 Circular masonary around existing Tree 1 L.S 0.75 Total 6.25 1949.00 12174.85 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 2.23 2.23 0.50 2.49 For levling and filling breacched portion Total 2.49 Cum. 794.00 1974.24 Random rubble dry stone Khanraja

5 under floor {Item no. 37 GKN BSR 2013 block

Phagi} Hall 1 2.23 2.23 0.15 0.75 Total 0.75 Cum 738.00 550.50 Providing and laying in position cement 6 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} Top 1 3.00 3.00 0.070 0.63 0.63 Cum. 3499.00 2204.37 Plaster on new surface on walls in 7 cement sand mortar 1:6

including racking of joints etc.complete

fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Platform top side 1 3.00 3.00 9.00 Platfrom outer side 1 12.00 0.65 7.80 Steps Tread 4 1.10 0.30 1.32 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.60 0.15 0.18 2 0.30 0.15 0.08 Total 19.01 Sqm. 105.00 1996.05 Finishing with neat cement slurry 8 (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 19.01 Sqm. 23.40 444.83 Total 24985.00 Add Contingency 3.00 % 749.55 Sub Total Rs. 25737

EPA ESTIMATE NO. 6 NAME OF WORK :- CONSTRUCTION OF BOUNDARY WALL AT CREMATORIUM VILLAGE :- JHORINDA BHOJPURA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

Length 124.50 Mtr. Height above Plinth Lvl 1.35 Mtr. No. of Pillars 37 Nos. Estimated Cost Rs. 330077

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by mechanicla 1 means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} 1 124.50 0.66 0.75 61.63 Total 61.63 Cum. 101.00 6224.38 Providing and laying in position cement 2 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} 1 124.50 0.66 0.15 12.33 Total 12.33 Cum. 2174.00 26795.64 Random Rubble stone masonary for with 3 hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Ist stepping 1 124.50 0.50 0.60 37.35 Total 37.35 Cum. 1803.00 67342.05 Random Rubble stone masonary for with 4 hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). Cum.

{Item no. 13a, 14 GKN BSR 2013 block Phagi} IInd stepping 1 124.50 0.35 0.45 19.61 Total 19.61 1949.00 38217.45 Brick masonary with F.P.S bricks of class 5 designation 75in superstur 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) {Item no. 6a, 8 GKN BSR 2013 block Phagi}

Wall {124.5-(37X0.35)-3.15}X0.23X1.35 33.66 Pillars 37 0.35 0.35 1.35 6.12 Total 39.78 Cum. 2657.00 105687.69 6 Add Extra for brick masonary in pillars 6.12 Cum. 225.00 1376.75 Providing and laying in position cement 7 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} For DPC 1 124.50 0.35 0.10 4.3575 For Copping on Top of wall 1 111.55 0.23 0.05 1.28 For copping on Top of pillars 37 0.35 0.35 0.05 0.23 Total 5.87 Cum. 3499.00 20528.46 Plaster on new surface on walls in 8 cement sand mortar 1:6 including racking of joints etc.complete

fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Wall outer side(Deducting main gate ) 1 120.00 1.88 225.00 Wall outer side (deducting Main gate) 1 120.92 1.88 226.73 Pillars offsets 33 0.24 1.88 14.85 Faces of main gate 2 0.35 1.88 1.31 Total 467.89 Sqm. 105.00 49128.19 9 Colour White washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing with lime {Item no. 22 GKN BSR 2013 block Phagi} Qty same as that of plaster 467.89 Sqm. 11.10 5193.55 Total 320494.15 Add Contingency 3.00 % 9614.82 Sub Total Rs. 330077

EPA ESTIMATE NO. 7 NAME OF WORK :- CONSTRUCTION OF BOUNDARY WALL AT CREMATORIUM VILLAGE :- SULTANIYA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

Length 136.00 Mtr. Height above Plinth Lvl 1.35 Mtr. No. of Pillars 40 Nos. Estimated Cost Rs. 361181

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by mechanicla means/manual 1 means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} 1 136.00 0.66 0.75 67.32 Total 67.32 Cum. 101.00 6799.32 Providing and laying in position cement concrete including 2 curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} 1 136.00 0.66 0.15 13.46 Total 13.46 Cum. 2174.00 29270.74 Random Rubble stone 3 masonary for with hard stone in Cum.

foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Ist stepping 1 136.00 0.50 0.60 40.80 Total 40.80 1803.00 73562.40 Random Rubble stone masonary for with hard stone in 4 foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} IInd stepping 1 136.00 0.35 0.45 21.42 Total 21.42 Cum. 1949.00 41747.58 Brick masonary with F.P.S bricks of class designation 75in 5 superstur 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) {Item no. 6a, 8 GKN BSR 2013 block Phagi}

Wall {136-(40X0.35)-3.15}X0.23X1.35 36.90 Pillars 40 0.35 0.35 1.35 6.62 Total 43.52 Cum. 2657.00 115627.13 Add Extra for brick masonary in 6 pillars 6.62 Cum. 225.00 1488.38 Providing and laying in position cement concrete including 7 curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013

block Phagi} For DPC 1 136.00 0.35 0.10 4.76 For Copping on Top of wall 1 122.00 0.23 0.05 1.40 For copping on Top of pillars 40 0.35 0.35 0.05 0.25 Total 6.41 Cum. 3499.00 22421.59 Plaster on new surface on 8 walls in cement sand mortar 1:6

including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013

block Phagi} Wall outer side(Deducting main

gate ) 1 131.50 1.88 246.56 Wall outer side (deducting Main

gate) 1 132.42 1.88 248.29 Pillars offsets 40 0.24 1.88 18.00 Faces of main gate 2 0.35 1.88 1.31 Total 514.16 Sqm. 105.00 53987.06 9 Colour White washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing with lime {Item no. 22 GKN BSR 2013

block Phagi} Qty same as that of plaster 514.16 Sqm. 11.10 5707.20 Total 350611.40 Add Contingency 3.00 % 10518.34 Sub Total Rs. 361181

EPA ESTIMATE NO. 8 NAME OF WORK :- CONSTRUCTION OF ROOF TOP RAIN WATER HARVESTING STRUCTURE SITE LOCATION:- GOVT. UPPER PRIMARY SCHOOL VILLAGE :-PINACH G.P:- MANDOR P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

TECHNICAL PARAMETER No. of Total water spouts in roof 19 Mtr. Length (outer) 11.00 M Total No. of Chambers 24 Nos. Breadth(outer) 3.30 M Total Length of 4" PVC Pipe(Measured from Drawing) 127 Mtr. Inner Depth 2.45 M Size of Paprpet wall to be repaired(LXBXH) if necessary 16.00 0.23 0.35 Outer Depth 0.60 M Soakage Lenth of Step 3.50 Mtr. Depth 4.00 M Capacity 56160 Ltr.

Estimated Cost 318778 S. Particulars of Item No. L B D/H Qty. Unit Rate Amount No. 1 Earth work in excavation in foudation trenches or drains including dressing of sides and ramming of bottoms lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of of surplus excavated soil as directed with in a lead of 50Mtr. All Kind of Soils {Item no. 2a GKN BSR 2013 block Phagi} Tank 1 11.30 3.60 2.20 89.50 Platform around tank 2 12.80 0.90 0.38 8.76 2 3.30 0.90 0.38 2.26 100.51 Cum. 101.00 10151.348 2 Add extra over item no.2 for every additional lift of 1.5m to 4.5M or part thereof : {Item no. 128a GKN BSR 2013 block Phagi} 1 11.30 3.60 0.70 28.48 Cum. 28.90 822.9564 3 Providing and laying cement conrete well mixed in cement mortar (1:3:6) including curing etc. ( 20mm Nominal Size) {Item no. 106b GKN BSR 2013 block Phagi} Bottom 1 11.30 3.60 0.20 8.14 Platform around tank 2 12.80 0.90 0.100 2.30 Cum.

2 3.30 0.90 0.100 0.59 Under PVC Pipe line 1 127.00 0.30 0.100 3.81 Net Qty 14.84 2571.00 38163.924 3 Providing and laying cement conrete well mixed in cement mortar (1:2:4) including curing etc. ( 20mm Nominal Size) {Item no. 107b GKN BSR 2013 block Phagi} Bottom 1 11.30 3.60 0.075 3.05 On Stone slab roofing over Tanka 1 11.00 3.30 0.10 3.63 Platform around tank 2 12.80 0.90 0.050 1.15 2 3.30 0.90 0.050 0.30 Parpet Wall if Constructed 1 16.00 0.23 0.05 0.18 Total 8.31 Deduct for Lid on top 1 0.60 0.60 0.10 0.036 Net Qty 8.28 Cum. 3499 28964.722 4 Random Rubble stone masonary in super sturcture upto 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) for above 30 cm. thick walls. {Item no. 13a, 14 GKN BSR 2013 block Phagi} Ist Footing Long Wall 2 11.30 0.45 1.23 12.46 Short Wall 2 2.70 0.45 1.23 2.98 IInd Footing 0.00 Long Wall 2 11.00 0.30 1.23 8.09 Short Wall 2 2.70 0.30 1.23 1.98

Platform around tank 2 12.80 0.90 0.30 6.91 2 3.30 0.90 0.30 1.78

Steps 1 3.50 0.60 0.20 0.42 1 3.50 0.30 0.20 0.21 Total 34.83 Cum. 1949 67880.747 5 Ist grade Brick masonary on First floor in CM 1:6 {Item no. 6a, 8 GKN BSR 2013 block Phagi} Parpet Wall if Constructed 1 16.00 0.23 0.30 1.10 Cum. 2657 2933.328 6 S/F of girder nd hoisting up to 4.5mtr. {Item no. 35 GKN BSR 2013 block Phagi} 5 419.10 Kg 65 27241.5 7 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and and slab on both side in cement sand mortar 1:4 ralthal, stone {Item no. 25 GKN BSR 2013 block Phagi} for Covering The Tank 1 11.00 3.30 36.30 For Shrevan 4 3.30 0.30 3.96 foot rest for lowering into Tank 5 0.70 0.30 1.05 Total 41.31 Sqm. 923 38129.13

8 Plaster work on new surface in CM 1:4 complete fine 25mm thick. {Item no. 47b GKN BSR 2013 block Phagi} Rectanagular Tanka Inner Side Long Wall 2 10.40 -- 2.45 50.96 Short Wall 2 2.70 -- 2.45 13.23 Floor of Tank 1 10.40 2.70 28.08 Outer Side ( above GL) Top 1 11.00 3.30 36.30 Front & Rear 2 11.00 -- 0.60 13.20 Sides 2 3.30 0.60 3.96 Platform around tank 2 12.80 0.90 23.04 2 3.30 0.90 5.94 2 12.80 0.15 3.84 2 3.30 0.15 0.99 Steps Tread 2 3.50 0.30 2.10 Rise 2 3.50 0.20 1.40 Sides 2 0.60 0.20 0.24 2 0.30 0.20 0.12 Papet Wall 1*2 16.00 0.35 11.20 Total 194.60 Sqm. 120.00 23352 9 Finishing with neat cement slurry Qty same as that plaster (punning) excluding parpet plaster (Item no. B-12.7.PWD BSR 2012 ) 1 183.40 Sqm. 23.40 4291.56 10 P/F Angle Iron lid made of 22gauge M.S sheet, 40X40X5mm conia angle and inner 25X25X5mm angle complete with rail hinge etc {Item no. 57b GKN BSR 2013 block Phagi} 1 0.65 0.65 0.42 Sqm. 1631 689.0975 11 P/F rigid PVC pipe (IS: 4985 mark) class II/(4Kg/Cm2) of approved quality/make including joining the pipes with solvent cement rubber rings and lubricant

(Item no. S-3.17.2 3 PWD BSR 2012) 75mm dia 19 4.6 87.40 99 8652.6 {Item no. 118 GKN BSR 2013 block Phagi} 110mm dia 1 127.00 127.00 Mtr. 140 17780 13 Construction of chamber in all types of soil with 300mm thick masonary in C.M. 1:6 100mm thick cement concrete 1:5:10 in foundation 20mm thick inside plaster in CM 1:6,finished with floating neat cement,50mm thick M- 15 grade CC flooring earth work etc. complete as per design including disposal of surplus earth within a lead of Nos.

50m,inside size 300X300 mm depth upto 0.5M and Cement Cover (Item no. S-3.22.1 PWD BSR 2012, Jaipur Distt. ) 24 24.00 620 14880 14 Construction of (Desilting cum Distribution) chamber in all types of soil inner size (900mm X 900 mm) 450 mm thick masonary in C.M. 1:6 10Cm thick cement concrete 1:5:10 in foundation 20mm thick inside plaster in CM 1:6,finished with floating neat cement, 50mm M-15 grade CC flooring making channels, 80 mm thick stone slab covering with 40mm thick M-15 grade CC flooring, Cement Cover with frame of (600MMX600MM) earth work etc complete as per design including disposal of surplus earth within 50 mtr. Lead (Item no. S-3.20.1 PWD BSR 2012, Jaipur Distt. ) 1 1.00 Nos 4000 4000 15 P/F rigid PVC pipe fittings (IS: 498 mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricant: (Item no. S-3.19.3 ,3.19.9 & 3.19.1 PWD BSR 2009, Jpu Distt. ) Tee (110mm dia) 3 12 108.9 1306.8 Tee (110mm to 75mm dia) 21 6 108.9 653.4 Socket (110mm dia) 35 38 62.1 2359.8 Socket( 75mm dia) 38 20 51.3 1026 Reducer(110mm to 75mm dia) 5 5 56.7 283.5 Bend 87.5° (110mm dia) 10 14 93.6 1310.4 Bend 87.5° (75mm dia) 15 15 56.7 850.5 Offset (75mm dia) 19 19 113.4 2154.6 Pipe Clip(75mm dia) 38 38 14.4 547.2 Heavy Duty pipe clip (For 110mm dia) 5 5 135 675 PVC Cleaning Pipe 24 24 Nos. 135 3240 16 P/F Grating of approved quality/make: Stainless steel sheet size 125mm dia {Item no. 121 GKN BSR 2013 block Phagi} 21 21 Nos. 39.6 831.6 17 Construction of soakage well in all types of soil of approved drawing, top 90cm. Portion in 450mm thick masonary with CM 1:6, 80mm thick stone slab covering, jointing of slab in CM 1:3, ralthal kharanja 40mm thick M-15 grade CC flooring Mtr.

earth work etc complete including disposal of surplus earth within a lead of 50mtr. inner dia 900mm and depth 10to 12Mtr. (Item no. S-3.25.1 PWD BSR 2009, Jaipur Distt. )  1.00 3450 3450 18 Supplying and fixing PreCast RCC Rings in the Soakage (Rechange) Well of M-20 with 40mm thick Diameter 900mm (Item no. S-3.25.1 PWD BSR 2012, Jaipur Distt. ) 1 4.00 4.00 Mtr. 715.36 2861.44 309483.15 Add Contingecy 3% 9284.4946 Sub Total 318778

EPA ESTIMATE NO. 9 NAME OF WORK :- CONSTRUCTION OF PLATFORM VILLAGE :- REVANTPURA G.P:- PACHALA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 5.80 Mtr. Outer Width 5.80 Mtr. Height 0.75 Mtr. Length of Steps 3.50 Mtr. Estimated Cost Rs. 78965

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Earthwork in excavation by mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 6.10 0.70 0.75 6.41 Shortwall 2 4.73 0.70 0.75 4.97 Steps 1 3.50 1.22 0.23 0.98 Total 12.35 Cum. 101.00 1247.71 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Platform Cum.

Long wall 2 6.10 0.70 0.15 1.28 Shortwall 2 4.73 0.70 0.15 0.99 Top 1 5.80 5.80 0.10 3.36 Steps 1 3.50 1.22 0.23 0.98 Total 6.62 2174.00 14392.75 3 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 5.95 0.53 0.61 3.85 Shortwall 2 4.88 0.53 0.61 3.16

IInd st steping Long wall 2 5.80 0.38 0.60 2.64 Shortwall 2 5.20 0.38 0.60 2.37

Steps 1 3.50 1.20 0.15 0.63 1 3.50 0.90 0.15 0.47 1 3.50 0.60 0.15 0.32 1 3.50 0.30 0.15 0.16 Circular masonary around existing Tree 1 L.S 0.75 Total 14.34 Cum. 1949.00 27955.83 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 5.03 5.03 0.50 12.65 For levling and filling breacched portion 1 3.36 3.45 0.35 4.06 Total 16.71 Cum. 794.00 13265.87 5 Random rubble dry stone

Khanraja under floor {Item no. 37 GKN BSR 2013

block Phagi} Hall 1 5.03 5.03 0.23 5.82

Total 5.82 Cum 738.00 4294.57 6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013

block Phagi} Top 1 5.80 5.80 0.070 2.35 2.35 Cum. 3499.00 8239.45 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Platform top side 1 5.80 5.80 33.64 Platfrom outer side 1 23.20 0.75 17.40 Steps Tread 4 3.50 0.30 4.20 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.60 0.15 0.18 2 0.30 0.15 0.08 Total 56.13 Sqm. 105.00 5893.65 8 Finishing with neat cement slurry (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 56.13 Sqm. 23.40 1313.44 Total 76642.28 Add Contingency 3.00 % 2299.27 Sub Total Rs. 78965

EPA ESTIMATE NO. 10 NAME OF WORK :- CONSTRUCTION OF PLATFORM VILLAGE :- TIKEL PUROHITAAN G.P:- MANDOR P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 6.00 Mtr. Outer Width 6.00 Mtr. Height 0.75 Mtr. Length of Steps 3.50 Mtr. Estimated Cost Rs. 83640

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Earthwork in excavation by mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 6.30 0.70 0.75 6.62 Shortwall 2 4.93 0.70 0.75 5.18 Steps 1 3.50 1.22 0.23 0.98 Total 12.77 Cum. 101.00 1290.13 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Cum.

Platform

Long wall 2 6.30 0.70 0.15 1.32 Shortwall 2 4.93 0.70 0.15 1.04 Top 1 6.00 6.00 0.10 3.60 Steps 1 3.50 1.22 0.23 0.98 Total 6.94 2174.00 15088.43 3 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 6.15 0.53 0.61 3.98 Shortwall 2 5.08 0.53 0.61 3.28

IInd st steping Long wall 2 6.00 0.38 0.60 2.74 Shortwall 2 5.40 0.38 0.60 2.46

Steps 1 3.50 1.20 0.15 0.63 1 3.50 0.90 0.15 0.47 1 3.50 0.60 0.15 0.32 1 3.50 0.30 0.15 0.16 Circular masonary around existing Tree 1 L.S 0.75 Total 14.78 Cum. 1949.00 28815.42 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 5.23 5.23 0.50 13.68 For levling and filling breacched portion 1 3.40 3.65 0.35 4.34 Total 18.02 Cum. 794.00 14307.84 5 Random rubble dry stone

Khanraja under floor

{Item no. 37 GKN BSR 2013

block Phagi} Hall 1 5.23 5.23 0.23 6.29 Total 6.29 Cum 738.00 4642.88 6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013

block Phagi} Top 1 6.00 6.00 0.075 2.70 2.70 Cum. 3499.00 9447.30 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Platform top side 1 6.00 6.00 36.00 Platfrom outer side 1 24.00 0.75 18.00 Steps Tread 4 3.50 0.30 4.20 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.60 0.15 0.18 2 0.30 0.15 0.08 Total 59.09 Sqm. 105.00 6204.45 8 Finishing with neat cement slurry (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 59.09 Sqm. 23.40 1382.71 Total 81218.16 Add Contingency 3.00 % 2436.54 Sub Total Rs. 83640

EPA ESTIMATE NO. 11 NAME OF WORK :- CONSTRUCTION OF PLATFORM VILLAGE :- TIKEL NARUKAAN G.P:- MANDOR P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 4.30 Mtr. Outer Width 4.30 Mtr. Height 0.75 Mtr. Length of Steps 0.90 Mtr. Estimated Cost Rs. 43018

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Earthwork in excavation by mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 4.60 0.70 0.75 4.83 Shortwall 2 3.23 0.70 0.75 3.39 Steps 1 0.90 1.22 0.23 0.25 Total 8.47 Cum. 101.00 855.88 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Platform

Long wall 2 4.60 0.70 0.15 0.97 Shortwall 2 3.23 0.70 0.15 0.68 Cum.

Top 1 4.30 4.30 0.10 1.85 Steps 1 0.90 1.22 0.23 0.25 Total 3.75 2174.00 8143.46 3 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 4.45 0.53 0.61 2.88 Shortwall 2 3.38 0.53 0.61 2.19

IInd st steping Long wall 2 4.30 0.30 0.60 1.55 Shortwall 2 3.70 0.30 0.60 1.33

Steps 1 0.90 1.20 0.15 0.16 1 0.90 0.90 0.15 0.12 1 0.90 0.60 0.15 0.08 1 0.90 0.30 0.15 0.04 Circular masonary around existing Tree 1 L.S 0.72 Total 9.07 Cum. 1949.00 17673.29 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 3.53 3.53 0.50 6.23 For levling and filling breacched portion Total 6.23 Cum. 794.00 4946.98 5 Random rubble dry stone Khanraja

under floor {Item no. 37 GKN BSR 2013 block

Phagi} Hall 1 3.53 3.53 0.14 1.74 Total 1.74 Cum 738.00 1287.46 6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of

centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} Top 1 4.30 4.30 0.070 1.29 1.29 Cum. 3499.00 4528.76 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Platform top side 1 4.30 4.30 18.49 Platfrom outer side 1 17.20 0.75 12.90 Steps Tread 4 0.90 0.30 1.08 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.55 0.15 0.17 2 0.30 0.15 0.08 Total 33.35 Sqm. 105.00 3501.23 8 Finishing with neat cement slurry (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 33.35 Sqm. 23.40 780.27 Total 41756.32 Add Contingency 3.00 % 1252.69 Sub Total Rs. 43018

EPA ESTIMATE NO. 12 NAME OF WORK :- CONSTRUCTION OF SOAK PIT VILLAGE :- SARLRSOO G.P:- MANDOR P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2012

GENERAL SPECIFICATIONS Outer Dimeter of pit 0.90 Mtr. Depth of Pit 4.00 Mtr. Distance from HP 9.70 Mtr. Estimated Cost Rs. 11698

S. Bre N Leng N Particulars of Items adt H/D Qty. Unit Rate Amount o. th o. h Earthwork in excavation by mechanicla 1 means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of soft/loose soil {Item no. 2a GKN BSR 2013 block Phagi} ∏/ 0.9 2.543 Pit 4 0.90 0 4.00 4 0.1 Drain 1 9.70 5 0.30 0.44 Total 2.98 Cum. 101.00 300.97 2 Add Extra for additonal lift {Item no. 128a, 128b GKN BSR 2013 block Phagi} Up to 1.5 Mtr. 0.00 0.00 ∏/ 0.9 1.5Mtr. To 4.5 Mtr. 4 0.90 0 3.00 1.91 28.90 55.13 4.5Mtr. To 7.5Mtr. 48.80 0.00

Supplying and fixing PreCast RCC Rings in 3 the Soakage (Rechange) Well of M-20 with 50mm thick, 38cm height with holes in sides Diameter 900mm/1200mm {Item no. 126a GKN BSR 2013 block Phagi} 1 4.30 4.30 Mtr. 715.36 3076.05 Random Rubble stone masonary for with hard 4 stone in foundation and plinth in cement sand mortar above 30 Cum.

cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} 0.4 0.858 Soak pit ∏ 1.35 5 0.45 4 Extra for packing over flow pipe 0.40 Total 1.26 1949.00 2452.62 Stone slab roofing on ground floor with fine 5 grained stone slab from approved quarry including filling of joints of parapet and and slab on both side in cement sand mortar 1:4 ralthal, stone {Item no. 25 GKN BSR 2013 block Phagi} ∏/ 1.8 Soak Pit 4 1.80 0 2.54

Total 2.54 923.00 2347.56 6 Plaster in cement sand mortar 1:6 including

racking of joints etc. complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Soak pit outer side 0.5

∏ 1.80 0 2.83 Top ∏/ 1.8

4 1.80 0 2.54 5.37 Sqm. 105 563.787 Providing and laying in position cement

7 concrete including curing, compaction etc. complete in specified grade

excluding the cost of centering and shuttering - All work up to plinth

Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate

20mm nominal size ) {Item no. 107 GKN BSR 2013 block Phagi} ∏/ 1.8 1.80 0.060 0.15 Top 4 0 0.15 Sqm. 3499.00 533.96 Providing and laying in position cement 8 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi}

0.1 Under PVC line 1 9.70 5 0.10 0.15 Cum.

Total 0.15 2174.00 316.32 P/F rigid PVC pipe (IS: 4985 mark) class 9 II/(4Kg/Cm2) of approved quality/make including joining the pipes

with solvent cement rubber rings and lubricant {Item no. 118 GKN BSR 2013 block Phagi} 110mm dia For connection Soak pit and water source 1 9.70 9.70 Total 9.70 Nos. 140.00 1358.00 P/F rigid PVC pipe fittings (IS: 498 mark) of 10 approved quality/make including joining the pipe with

solvent cement rubber ring and lubricant: (Item no. S-3.19.3 ,3.19.9 & 3.19.1 PWD BSR

2012, Jpu Distt. ) (Item no. S-3.18.1. PWD BSR2012}

Socket (110mm dia) 2 2 Nos. 62.10 124.20 (Item no. S-3.18.1. PWD BSR2012 }

Bend 87.5° (110mm dia) 2 2 Nos. 93.60 187.20 {Item no. 121 GKN BSR 2013 block Phagi}

Grating 125mm 1 1 Nos. 39.60 39.60 Total 11355.39 Add Contin

gency 3.00 % 340.66 Sub Total Rs. 11698

EPA ESTIMATE NO. 13 NAME OF WORK :- CONSTRUCTION OF BOUNDARY WALL AT CREMATORIUM VILLAGE :- LADANA G.P:- LADANA P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

Length 83.00 Mtr. Height above Plinth Lvl 1.25 Mtr. No. of Pillars 22 Nos. Estimated Cost Rs. 211479

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Earthwork in excavation by mechanicla means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} 1 83.00 0.66 0.75 41.09 Total 41.09 Cum. 101.00 4149.59 2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} 1 83.00 0.66 0.15 8.22 Total 8.22 Cum. 2174.00 17863.76 3 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Ist stepping 1 83.00 0.50 0.60 24.90 Total 24.90 Cum. 1803.00 44894.70

4 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} IInd stepping 1 83.00 0.35 0.45 13.07 Total 13.07 Cum. 1949.00 25478.30 5 Brick masonary with F.P.S bricks of class designation 75in superstur 4.5m in cement sand mortar 1:6 ( 1 cement : 6 sand) {Item no. 6a, 8 GKN BSR 2013 block Phagi}

Wall {83-(22X0.35)-3.15}X0.23X1.25 20.74 Pillars 22 0.35 0.35 1.25 3.37 Total 24.11 Cum. 2657.00 64065.25 6 Add Extra for brick masonary in pillars 3.37 Cum. 225.00 757.97 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} For DPC 1 83.00 0.35 0.10 2.905 For Copping on Top of wall 1 75.30 0.23 0.06 1.04 For copping on Top of pillars 22 0.35 0.35 0.05 0.13 Total 4.08 Cum. 3499.00 14272.04 8 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Wall outer side(Deducting main gate ) 1 78.50 1.78 139.34 Wall outer side (deducting Main gate) 1 79.42 1.78 140.97 Pillars offsets 22 0.24 1.78 9.37 Faces of main gate 2 0.35 1.78 1.24 Total 290.92 Sqm. 105.00 30546.86

9 Colour White washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of white washing with lime {Item no. 22 GKN BSR 2013 block Phagi} Qty same as that of plaster 290.92 Sqm. 11.10 3229.24 Total 205257.70 Add Contingency 3.00 % 6157.73 Sub Total Rs. 211479

EPA ESTIMATE NO. 14

NAME OF WORK :- CONSTRUCTION OF PLATFORM VILLAGE :- PHAGI(DHANI) G.P:- PHAGI P.S- PHAGI WORKING AGENCY : -USERS COMMITTEE

USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 Outer Length 6.10 Mtr. Outer Width 6.10 Mtr. Height 0.75 Mtr. Length of Steps 3.50 Mtr. Estimated Cost Rs. 89880

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Earthwork in excavation by mechanicla 1 means/manual means in foundation trenches or drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Platform Long wall 2 6.40 0.70 0.75 6.72 Shortwall 2 5.03 0.70 0.75 5.28 Steps 1 3.50 1.22 0.23 0.98 Total 12.98 Cum. 101.00 1311.34 Providing and laying in position cement 2 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Platform

Cum.

Long wall 2 6.40 0.70 0.15 1.34 Shortwall 2 5.03 0.70 0.15 1.06 Top 1 6.10 6.10 0.10 3.72 Steps 1 3.50 1.22 0.23 0.98 Total 7.10 2174.00 15442.79 Random Rubble stone masonary for with hard 3 stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi}

Ist steping Long wall 2 6.25 0.53 0.61 4.04 Shortwall 2 5.18 0.53 0.61 3.35

IInd st steping Long wall 2 6.10 0.38 0.60 2.78 Shortwall 2 5.50 0.38 0.60 2.51

Steps 1 3.50 1.20 0.15 0.63 1 3.50 0.90 0.15 0.47 1 3.50 0.60 0.15 0.32 1 3.50 0.30 0.15 0.16 Circular masonary around existing Tree 1 L.S 0.75 Total 15.01 Cum. 1949.00 29245.21 4 Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost sand {Item no. 109 GKN BSR 2013 block Phagi}

Platform 1 5.33 5.33 0.55 15.62 For levling and filling breacched portion 1 6.50 4.00 0.35 8.97 Total 24.59 Cum. 794.00 19528.35 5 Random rubble dry stone Khanraja under floor

{Item no. 37 GKN BSR 2013 block Phagi} Hall 1 5.33 5.33 0.23 6.53 Total 6.53 Cum 738.00 4822.13 Providing and laying in position cement 6 concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block Phagi} Top 1 6.10 6.10 0.070 2.60 2.60 Cum. 3499.00 9113.85 Plaster on new surface on walls in cement 7 sand mortar 1:6 including racking of joints etc.complete fine

finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Platform top side 1 6.10 6.10 37.21 Platfrom outer side 1 24.40 0.75 18.30 Steps Tread 4 3.50 0.30 4.20 Steps Sides 2 1.20 0.15 0.36 2 0.90 0.15 0.27 2 0.60 0.15 0.18 2 0.30 0.15 0.08 Total 60.60 Sqm. 105.00 6363.00 8 Finishing with neat cement slurry (punning) Qty same as that of plaster (Item no. B-12.7.PWD BSR 2012 ) 1 60.60 Sqm. 23.40 1418.04 Total 87283.70 Add Contingency 3.00 % 2618.51 Sub Total Rs. 89880

ESTIMATE NO. 15

NAME OF WORK :- CONSTRUCTION OF CONTOUR BUND TYPE - "A" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block 4 100 400.00 Mtr. 0.25 100.00 Phagi} 2 work for bund in dry or moist Earth condition ,laying in layer's of breacking of cm.including15 compaction with sheep & clods,dressing M. Lift1.5including foot rolar or manualy ( M.lead.( Hard soil50 & {Item no. 103b GKN BSR 2013 block Phagi} 1/2X100X(0.60+2.40)X0.60 90.00 Cum. 104.00 9360.00 3 Sowing of seed on bund {Item no. 99 GKN BSR 2013 block Phagi} 3 100.00 300.00 Mtr. 0.73 219.00 4 Grass seed , Dhaman/Sty lohemata {Item no. ---- GKN BSR 2013 block Phagi} 1 LS 40.00 40.00 Total 9719.00 Add Contingency 3.00 % 291.57 Sub Total Rs. 10011 Per M. Cost 100.00

ESTIMATE NO. 16

NAME OF WORK :- CONSTRUCTION OF CONTOUR BUND TYPE - "B" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block 4 100 400.00 Mtr. 0.25 100.00 Phagi} 2 work for bund in dry or moist Earth condition ,laying in layer's of breacking of cm.including15 compaction with sheep & clods,dressing M. Lift1.5including foot rolar or manualy ( M.lead.( Hard soil50 & {Item no. 103b GKN BSR 2013 block Phagi} 1/2*100*(0.75+3.15)*0.80 156.00 Cum. 104.00 16224.00 3 Sowing of seed on bund {Item no. 99 GKN BSR 2013 block Phagi} 4 100.00 400.00 Mtr. 0.73 292.00 4 Grass seed , Dhaman/Sty lohemata {Item no. ---- GKN BSR 2013 block Phagi} 1 LS 40.00 40.00 Total 16656.00 Add Contingency 3.00 % 499.68 Sub Total Rs. 17156 Per M. Cost 172.00

ESTIMATE NO. 17

NAME OF WORK :- CONSTRUCTION OF CONTOUR BUND TYPE - "C" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. Dag belling work up to 2.5-5cm 1 deep {Item no. 167 GKN BSR 2013 block 4 100 400.00 Mtr. 0.25 100.00 Phagi} 2 work for bund in dry or moist Earth condition ,laying in layer's of breacking of cm.including15 compaction with & clods,dressing sheep foot rolar or manualy M.lead.( 50 & M. Lift1.5including ( Hard soil {Item no. 103b GKN BSR 2013 block Phagi} 1/2*100*(1.00+4.00)*1.00 250.00 Cum. 104.00 26000.00 3 Sowing of seed on bund {Item no. 99 GKN BSR 2013 block Phagi} 4 100.00 400.00 Mtr. 0.73 292.00 4 Grass seed , Dhaman/Sty lohemata {Item no. ---- GKN BSR 2013 block Phagi} 1 LS 40.00 40.00 Total 26432.00 Add Contingency 3.00 % 792.96 Sub Total Rs. 27225 Per M. Cost 272.00

ESTIMATE NO. 18

NAME OF WORK :- CONSTRUCTION OF WASTE WEIR TYPE - "A" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block Phagi} Head Wall 1*2 1.52 3.04 Head Wall Extension 2*2 0.75 3.00 Side Wall 2*2 1.52 6.08 Toe Wall 1*2 1.52 3.04 Apron 1*2 1.52 3.04 18.20 Mtr. Earthwork in excavation by mechanicla means/manual 2 means in foundation trenches or drainsincluding dressing of sides

and ramming of bottom,lift up to 1.5 mtr. Including taking out the excavated soil and depositing and refilling of jhiri with

watering and ramming and disposal of surplus excavated soil as directed withina lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Head Wall 1 1.52 0.75 0.90 1.03 Head Wall Extension 2 0.75 0.75 0.90 1.01 Side Wall 2 1.52 0.60 0.90 1.64 Toe Wall 1 1.52 0.45 0.60 0.41 Apron 1 1.52 1.05 0.30 0.48 4.57 Cum. 1 3 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade

excluding the cost of centering and shuttering - All work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Cum.

Head Wall 1 1.52 0.75 0.15 0.17 Head Wall Extension 2 0.75 0.75 0.15 0.17 Side Wall 2 1.52 0.60 0.15 0.27 Toe Wall 1 1.52 0.45 0.15 0.10 Apron 1 1.52 1.05 0.15 0.24 Total 0.96 2 4 Random Rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a GKN BSR 2013 block Phagi} Head Wall 1 1.52 0.75 0.75 0.86 Head Wall Extension 2 0.76 0.75 0.75 0.86 Side Wall 2 1.52 0.6 0.75 1.37 Toe Wall 1 1.52 0.45 0.45 0.31 Total 3.39 Cum. 1 5 Random Rubble stone masonary for with hard stone in Superstructure in cement sand mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6 sand). {Item no. 13a, 14 GKN BSR 2013 block Phagi} Head Wall 1 1.52 0.6 0.45 0.41 Head Wall Extension 2 0.76 0.6 0.63 0.57 Side Wall 2 1.52 0.55 0.25 0.42 Toe Wall 1 1.52 0.38 0.08 0.05 Total 1.45 Cum. 1 6 Dry Stone Pitching (15 to 30 Cm. thick) with all lifts {Item no. 108a, 14 GKN BSR 2013 block Phagi} Apron 1 1.52 1.10 0.15 0.25 Cum. 8 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade

excluding the cost of centering and shuttering - All work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block Phagi} Head Wall 1 1.52 0.60 0.08 0.07 Head Wall Extension 2 0.76 0.60 0.08 0.07 Side Wall 2 1.52 0.55 0.08 0.13 Toe Wall 1 1.52 0.38 0.08 0.04 Total 0.31 Cum. 3 8 Providing and laying in position cement concrete including Cum.

curing, compaction etc. complete in specified grade

excluding the cost of centering and shuttering - All work up to plinth Level 1:3:6 (1cement 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) {Item no. 106b GKN BSR 2013 block Phagi} Apron 1 1.52 1.10 0.05 0.08 Total 0.08 2 9 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm

thick. {Item no. 48b GKN BSR 2013 block Phagi} Head Wall 1*2 1.52 0.23 0.70 Head Wall Extension 2*2 0.76 0.38 1.16 Side Wall 2*2 1.52 0.25 1.54 Toe Wall 1*2 1.52 0.10 0.30 Total 3.70 Sqm. 1

Add Contingency 3.00 Sub Tota

ESTIMATE NO. 19

NAME OF WORK :- CONSTRUCTION OF WASTE WEIR TYPE - "A" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block

Phagi} Head Wall 1*2 3.04 6.08 Head Wall Extension 2*2 1.5 6.00 Side Wall 2*2 2.43 9.72 Toe Wall 1*2 1.52 3.04 Apron 1*2 1.52 3.04 27.88 Mtr. 0.25 6.97 Earthwork in excavation by 2 mechanicla means/manual means in foundation trenches or

drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr.

Including taking out the excavated soil and depositing and

refilling of jhiri with watering and ramming and disposal of surplus

excavated soil as directed withina lead of 50 mtr. of

hard soil {Item no. 2a GKN BSR 2013 block

Phagi} Head Wall 1 3.04 0.75 0.90 2.05 Head Wall Extension 2 1.5 0.75 0.90 2.03 Side Wall 2 2.43 0.60 0.90 2.62 Toe Wall 1 3.04 0.45 0.60 0.82 Apron 1 3.04 1.05 0.30 0.96 8.48 Cum. 101.00 856.46 Providing and laying in position 3 cement concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering -

All work up to plinth Level 1:4:8 (1cement 4 coarse

sand : 8 graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block

Phagi} Head Wall 1 3.04 0.75 0.15 0.34 Head Wall Extension 2 1.5 0.75 0.15 0.34 Side Wall 2 2.43 0.60 0.15 0.44 Toe Wall 1 3.04 0.45 0.15 0.21 Apron 1 3.04 1.05 0.15 0.48 Cum.

Total 1.80 2174.00 3915.16 Random Rubble stone masonary for 4 with hard stone in foundation and plinth in cement sand

mortar above 30 cm wall in cement mortar 1:6 ( 1 cement

: 6 sand). {Item no. 13a GKN BSR 2013 block

Phagi} Head Wall 1 3.04 0.75 0.75 1.71 Head Wall Extension 2 1.5 0.75 0.75 1.69 Side Wall 2 2.43 0.6 0.75 2.19 Toe Wall 1 3.04 0.45 0.45 0.62 Total 6.20 Cum. 1803.00 11178.78 Random Rubble stone masonary for 5 with hard stone in Superstructure in cement sand mortar

above 30 cm wall in cement mortar 1:6 ( 1 cement

: 6 sand). {Item no. 13a, 14 GKN BSR 2013

block Phagi} Head Wall 1 3.04 0.6 0.45 0.82 Head Wall Extension 2 1.5 0.6 0.63 1.13 Side Wall 2 2.43 0.55 0.25 0.67 Toe Wall 1 3.04 0.38 0.08 0.09 Total 2.72 Cum. 1949.00 5292.44 Dry Stone Pitching (15 to 30 Cm. 6 thick) with all lifts {Item no. 108a, 14 GKN BSR 2013

block Phagi} Apron 1 3.04 1.85 0.15 0.84 Cum. 836.00 705.25 Providing and laying in position 7 cement concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering -

All work up to plinth Level 1:2:4 (1cement 2 coarse sand :

4 graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} Head Wall 1 3.04 0.60 0.075 0.14 Head Wall Extension 2 1.5 0.60 0.075 0.14 Side Wall 2 2.43 0.55 0.075 0.20 Toe Wall 1 3.04 0.38 0.075 0.09 Total 0.56 Cum. 3499.00 1955.64 Providing and laying in position 8 cement concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering -

All work up to Cum.

plinth Level 1:3:6 (1cement 3 coarse

sand : 6 graded stone aggregate 40mm nominal size ) {Item no. 106b GKN BSR 2013 block

Phagi} Apron 1 3.04 1.85 0.05 0.28 Total 0.28 2571.00 722.97 Plaster on new surface on walls in 9 cement sand mortar 1:6 including racking of joints

etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Head Wall 1*2 3.04 0.23 1.40 Head Wall Extension 2*2 1.5 0.38 2.28 Side Wall 2*2 2.43 0.25 2.46 Toe Wall 1*2 3.04 0.10 0.61 Total 6.75 Sqm. 105.00 708.33 Total 25342.00 Add Contingency 3.00 % 760.26 Sub Total Rs. 26102

ESTIMATE NO. 20

NAME OF WORK :- CONSTRUCTION OF WASTE WEIR TYPE - "C" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block Phagi} Head Wall 1*2 4.6 9.20 Head Wall Extension 2*2 2.3 9.20 Side Wall 2*2 2.43 9.72 Toe Wall 1*2 1.52 3.04 Apron 1*2 1.52 3.04 34.20 Mtr. 0.25 8.55 Earthwork in excavation by mechanicla 2 means/manual means in foundation trenches or drainsincluding

dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including

taking out the excavated soil and depositing and refilling of

jhiri with watering and ramming and disposal of surplus

excavated soil as directed withina lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Head Wall 1 4.6 0.75 1.20 4.14 Head Wall Extension 2 2.3 0.75 1.20 4.14 Side Wall 2 2.43 0.60 1.20 3.50 Toe Wall 1 4.6 0.45 0.60 1.24 Apron 1 4.6 1.05 0.30 1.45 14.47 Cum. 101.00 1461.49 Providing and laying in position cement 3 concrete including curing, compaction etc. complete in specified

grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:4:8 (1cement 4 coarse sand : 8

graded stone aggregate 40mm nominal size ) {Item no. 5c GKN BSR 2013 block Phagi} Head Wall 1 4.6 0.75 0.15 0.52 Head Wall Extension 2 2.3 0.75 0.15 0.52 Side Wall 2 2.43 0.60 0.15 0.44 Toe Wall 1 4.6 0.45 0.15 0.31 Cum.

Apron 1 4.6 1.05 0.15 0.72 Total 2.51 2174.00 5451.09 Random Rubble stone masonary for with hard 4 stone in foundation and plinth in cement sand mortar

above 30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a GKN BSR 2013 block Phagi} Head Wall 1 4.6 0.75 1.05 3.62 Head Wall Extension 2 2.3 0.75 1.05 3.62 Side Wall 2 2.43 0.6 1.05 3.06 Toe Wall 1 4.6 0.45 0.45 0.93 Total 11.24 Cum. 1803.00 20262.65 Random Rubble stone masonary for with hard 5 stone in Superstructure in cement sand mortar above

30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a, 14 GKN BSR 2013 block

Phagi} Head Wall 1 4.6 0.6 0.60 1.66 Head Wall Extension 2 2.3 0.6 0.80 2.21 Side Wall 2 2.43 0.55 0.25 0.67 Toe Wall 1 4.6 0.38 0.08 0.14 Total 4.67 Cum. 1949.00 9105.90 Dry Stone Pitching (15 to 30 Cm. thick) with 6 all lifts {Item no. 108a, 14 GKN BSR 2013 block

Phagi} Apron 1 4.60 1.85 0.15 1.28 Cum. 836.00 1067.15 Providing and laying in position cement 7 concrete including curing, compaction etc. complete in specified

grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4

graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block Phagi} Head Wall 1 4.6 0.60 0.075 0.21 Head Wall Extension 2 2.3 0.60 0.075 0.21 Side Wall 2 2.43 0.55 0.075 0.20 Toe Wall 1 4.6 0.38 0.075 0.13 Total 0.75 Cum. 3499.00 2608.77 Providing and laying in position cement 8 concrete including curing, compaction etc. complete in specified

grade excluding the cost of centering and shuttering - All

work up to Cum.

plinth Level 1:3:6 (1cement 3 coarse sand : 6

graded stone aggregate 40mm nominal size ) {Item no. 106b GKN BSR 2013 block Phagi} Apron 1 4.6 1.85 0.05 0.43 Total 0.43 2571.00 1093.96 Plaster on new surface on walls in cement 9 sand mortar 1:6 including racking of joints etc.complete fine

finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Head Wall 1*2 4.6 0.23 2.12 Head Wall Extension 2*2 2.3 0.38 3.50 Side Wall 2*2 2.43 0.25 2.46 Toe Wall 1*2 3.04 0.10 0.61 Total 8.68 Sqm. 105.00 911.36 Total 41970.93 Add Contingency 3.00 % 1259.13 Sub Total Rs. 43230

ESTIMATE NO. 21

NAME OF WORK :- CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND TYPE - "A" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 1. Seepage Line : 5:1 2. Side Slopes : U/S(3:1) D/S(2:1) 3. Length of Structure: 20.00Mtr. 4. Height of Structure : 1.50Mtr.

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block Phagi} 4 20.00 80.00 80.00 Mtr. 0.25 20.00 2 work for bund in dry or moist condition Earth cm.including breacking of 15 ,laying in layer's of compaction with sheep foot rolar & clods,dressing M.lead.(Hard 50 & M. Lift1.5or manualy including ( soil {Item no. 103b GKN BSR 2013 block Phagi} 1/2*20*(2.00+9.5)*1.50 172.50 Cum. 104.00 17940.00 Dry Stone Pitching (15 to 30 Cm. thick) with all 3 lifts {Item no. 108a, 14 GKN BSR 2013 block Phagi} Toe Wall 1 20.00 0.30 0.45 2.70 U/S side 1 20 4.74 0.23 21.80 24.50 Cum. 836.00 20485.34 Supplying and spreading Murram(Quarry 4 Rubbish) {Item no. 79d, 14 GKN BSR 2013 block Phagi} On top 1 20 2 0.15 6.00 Cum. 240.00 1440.00

Total 39885.34 Add Contingency 3.00 % 1196.56 Sub Total Rs. 41082

ESTIMATE NO. 22

NAME OF WORK :- CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND TYPE - "B" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 1. Seepage Line : 5:1 2. Side Slopes : U/S(3:1) D/S(2:1) 3. Length of Structure: 30.00Mtr. 4. Height of Structure : 1.80Mtr.

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block Phagi} 4 30.00 120.00 120.00 Mtr. 0.25 30.00 2 work for bund in dry or moist condition ,laying Earth cm.including breacking of 15 in layer's of compaction with sheep foot rolar or & clods,dressing ( M.lead.(Hard soil50 & M. Lift1.5manualy including {Item no. 103b GKN BSR 2013 block Phagi} 1/2*30*(2.25+11.25)*1.80 364.50 Cum. 104.00 37908.00 3 Dry Stone Pitching (15 to 30 Cm. thick) with all lifts {Item no. 108a, 14 GKN BSR 2013 block Phagi} Toe Wall 1 30.00 0.30 0.45 4.05 U/S side 1 20 5.69 0.23 26.17 30.22 Cum. 836.00 25267.26 4 Supplying and spreading Murram(Quarry Rubbish) {Item no. 79d, 14 GKN BSR 2013 block Phagi} On top 1 30 2.25 0.15 10.13 Cum. 240.00 2430.00

Total 65635.26 Add Contingency 3.00 % 1969.06 Sub Total Rs. 67604

ESTIMATE NO. 23

NAME OF WORK :- CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND TYPE - "C" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 1. Seepage Line : 5:1 2. Side Slopes : U/S(3:1) D/S(2:1) 3. Length of Structure: 45.00Mtr. 4. Height of Structure : 2.00 Mtr.

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block 4 45.00 180.00 Phagi} 180.00 Mtr. 0.25 45.00 2 work for bund in dry or moist Earth condition ,laying in layer's of cm.including breacking of 15 compaction with & clods,dressing sheep foot rolar or manualy including ( M.lead.(Hard soil50 & M. Lift1.5 {Item no. 103b GKN BSR 2013 block Phagi} 1/2*45*(2.50+12.50)*2.00 675.00 Cum. 104.00 70200.00 Dry Stone Pitching (15 to 30 Cm. 3 thick) with all lifts {Item no. 108a, 14 GKN BSR 2013

block Phagi} Toe Wall 1 45.00 0.30 0.45 6.08 U/S side 1 45 6.32 0.23 65.41 71.49 Cum. 836.00 59763.13 Supplying and spreading 4 Murram(Quarry Rubbish) {Item no. 79d, 14 GKN BSR 2013 block Phagi} On top 1 45 2.5 0.15 16.88 Cum. 240.00 4050.00

Total 134058.13 Add Contingency 3.00 % 4021.74 Sub Total Rs. 138080

ESTIMATE NO. 24

NAME OF WORK :- PASTURE DEVELOMENT ACTIVITY USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013 & Market rates. Note: Estimate has been made for 10Hac

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block 2 2500.00 5000.00 Phagi} 5000.00 Mtr. 0.25 1250.00 2 work for bund in dry or moist Earth condition ,laying in layer's of cm.including breacking of 15 compaction with sheep & clods,dressing M. Lift1.5foot rolar or manualy including ( M.lead.(Hard soil50 & {Item no. 103b GKN BSR 2013 block Phagi} For Ditch Cum Bund 1 2500.00 1.20 1.20 3600.00 For Continuous Contor Trenches 1 7000.00 0.60 0.30 1260.00 Total 4860.00 Cum. 104.00 505440.00 3 Digging pit of size 45CmX45CmX45Cm {Item no. 97b GKN BSR 2013 block Phagi} 4000 4000 Nos. 8.30 33200.00 4 Sowing of Grass seed (6 to 8Kg per Ha) By Tractor Ploughing {Item no. 170a GKN BSR 2013 block Phagi} 10 10.00 Ha 289.00 2890.00 5 Sowing of seed on- {Item no. 99 GKN BSR 2013 block Phagi} Over Continious Trench Bund 1 6000.00 6000.00 Over Continious Trench Bund 1 2000.00 2000.00 Total 8000.00 Mtr. 0.73 5840.00 Transportation of plants including 6 loading/unloading etc 50Km [from Durgapura Research Station Jaipur] {Item no.177 GKN BSR 2013 block Phagi} Ist year 4000 4000 IInd year 1200 1200 Total 5200 Nos. 0.51 2652.00 7 Plantation Work in ordinary Soil {Item no.98 GKN BSR 2013 block Phagi} Ist year 4000 4000 IInd year 1200 1200 Total 5200 Nos. 3.70 19240.00

8 Treatment of Plants - With Pesticide 4000 4000 Nos. 0.30 1200.00 With Fertilizer 4000 4000 Nos. 0.15 600.00 9 Watering to Plant (15Ltr. Per Plant) {Item no.100 GKN BSR 2013 block Phagi} Ist year 3 4000 12000 IInd year 2 4000 8000 IIIrd year 1 4000 4000 Total 24000 Nos. 2.20 52800.00 Hoeing and Weeding work (up to 15cm 10 depth ) {Item no.101 GKN BSR 2013 block Phagi} Ist year 1 4000 4000 IInd year 2 4000 8000 IIIrd year 3 4000 12000 Total 24000 Nos. 1.50 36000.00 Water Supply for plantation by Tanker of 11 4000Ltr capacity

Ist year 3 15 45 IInd year 2 15 30 IIIrd year 1 15 15 Total 90 Trip 300.00 27000.00 12 Purcahasing Cost of - Plants(Ist year) 4000 4000 Nos. 3.00 12000.00 Plants(IInd year) 1200 1200 Nos. 3.00 3600.00 Dhamanghaas seed 60 60 Kg 165.00 9900.00 Desi babool seed 7 7 Kg 65.00 455.00 Urea/Wormi compost manure 10 10 Bag 350.00 3500.00 Eldrin 10 10 Ltr. 310.00 3100.00 13 24Hr. Manned security {Chokidar @Rs.166Per day as per GKN BSR 2013 block Phagi} 40 40 Month 4980.00 199200.00 Total 919867.00 Add Contingency 3.00 % 27596.01 Sub Total Rs. 947463

Cost Per Ha= Rs. 94746

ESTIMATE NO. 25 NAME OF WORK :- AGROFORESTRY

Area : 1 Hactare Plant Distance: 6*6 Meter S. Items Nos Quantity Unit Rate Amount No. 1 Pit digging (0.90*0.90*0.90) 256 0.729 Cum 104.00 19408.90 2 Pit Filling , Planting of Saplings and rehandling 1 256 Nos. 6.00 1536.00 up-to 100 m

3 Plant Saplings 1 256 Nos. 5.00 1280.00 4 Additional 30 % for reshuffling 1 78 Nos. 5.00 390.00 5 Transportation for plant Saplings 1 256 Nos. 5.00 1280.00 6 Making of thanwala of 50 cm radious 1 256 Nos. 2.20 563.20 7 Watering of plant, 15 lit per plant five times in the 1 256 Nos. 2.20 563.20 year

8 Weeding & hoeing three times in the year 4 1*4 256 Nos. 1.50 1536.00 Times

9 FYM Application with transportation 20 Kg 1 256 20 Kg/Pit 30.00 7680.00 10 Application of SSP 1 Kg 1 256 1Kg/Pit 10.00 2560.00 11 Application of Insecticide 0.05 Kg 1 256 0.05 Kg/Pit 10.00 2560.00 Total : 39357.30 Add Contingency 3% 1180.72 Sub- Total : 40538

ESTIMATE NO. 26 NAME OF WORK :- ESTABLISHMENT OF VERMI- COMPOST

Area Required : 300SqFt (20'X12') S. Items Quantity Unit Rate Amount No. 1 Iron Shed Structure 144.00 SqFt 35.00 5040.00 (A) 4Nos. Iron Sheet (12'X3') of 26gauge

(B) Miscellaneous Charges (Labour + Construction Lump- Sump 4460.00 Material)

(C) Iron Pole 100 Ft. 65.00 6500.00 2 Tools and Tackles (Iron pan, Fork, Spade, Sieve) Lump- Sump 2000.00

3 Bio Culture (Earthworms) Earth Worm Culture 10 30Kg (10kg/Beds) Nos. 300.00 9000.00 Kg per bed 15 X 3 X 1.5 ft (Bed Size) 4 Masonry Work (Locally Available Material 3000.00 Construction Work) Lump- Sump Total : 30000.00 Add Contingency 0% 0.00 Sub- Total : 30000.00

ESTIMATE NO. 27 NAME OF WORK :-CROP DEMOSTRATION IN WATERSHED AREA Crop Name- Bajra Variety- Hybrid Per Hac S.No Activity Type Unit Rate Dose Amount Soil Treatment (For Termite control 1 and pathogen control) Terminator Litre 200/lt 2 liters 400.00 2 Seeds - Kg 300/kg 3.00 kg 900.00 Seed Treatment Azotobactor 150/kg 50 gm 7.50 Kg 3 PSB 150/kg 50 gm 7.50 4 Soil fertility Management Vermicompost Qtl 300/qtl 10 qtl 3000.00 5 Foliar Fertility Management Fs-Power Litre 200/lt 2 liters 400.00 6 Pest Management Pratirodh Litre 200/lt 3 liters 600.00 7 Disease Management Terminator Litre 250/lt 2 liters 500.00 Total 5815.00

Crop Name- Guar Variety- Hybrid Per Hac S.No Activity Type Unit Rate Dose Amount Soil Treatment (For Termite control 1 and pathogen control) Terminator Litre 200/lt 2 liters 400.00 2 Seeds - Kg 300/kg 3.00 kg 900.00 Seed Treatment Azotobactor 150/kg 50 gm 7.50 Kg 3 PSB 150/kg 50 gm 7.50 4 Soil fertility Management Vermicompost Qtl 300/qtl 10 qtl 3000.00 5 Foliar Fertility Management Fs-Power Litre 200/lt 2 liters 400.00 6 Pest Management Pratirodh Litre 200/lt 3 liters 600.00 7 Disease Management Terminator Litre 250/lt 2 liters 500.00 Total 5815.00

Crop Name- Maize Variety- Hybrid Per Hac S.No Activity Type Unit Rate Dose Amount Soil Treatment (For Termite control 1 and pathogen control) Terminator Litre 200/lt 2 liters 400.00 2 Seeds - Kg 300/kg 3.00 kg 900.00 Seed Treatment Azotobactor 150/kg 50 gm 7.50 Kg 3 PSB 150/kg 50 gm 7.50

4 Soil fertility Management Vermicompost Qtl 300/qtl 10 qtl 3000.00 5 Foliar Fertility Management Fs-Power Litre 200/lt 2 liters 400.00 6 Pest Management Pratirodh Litre 200/lt 3 liters 600.00 7 Disease Management Terminator Litre 250/lt 2 liters 500.00 Total 5815.00

Crop Name- Mustard Variety- Hybrid Per Hac S.No Activity Type Unit Rate Dose Amount Soil Treatment (For Termite control 1 and pathogen control) Terminator Litre 200/lt 2 liters 400.00 2 Seeds - Kg 300/kg 3.00 kg 900.00 Seed Treatment Azotobactor 150/kg 50 gm 7.50 Kg 3 PSB 150/kg 50 gm 7.50 4 Soil fertility Management Vermicompost Qtl 300/qtl 10 qtl 3000.00 5 Foliar Fertility Management Fs-Power Litre 200/lt 2 liters 400.00 6 Pest Management Pratirodh Litre 200/lt 3 liters 600.00 7 Disease Management Terminator Litre 250/lt 2 liters 500.00 Total 5815.00

Crop Name- Wheat Variety- Hybrid Per Hac S.No Activity Type Unit Rate Dose Amount Soil Treatment (For Termite control 1 and pathogen control) Terminator Litre 200/lt 2 liters 400.00 2 Seeds - Kg 30/kg 30.00 kg 900.00 Seed Treatment Azotobactor 300/kg 50 gm 7.50 Kg 3 PSB 150/kg 50 gm 7.50 4 Soil fertility Management Vermicompost Qtl 300/qtl 10 qtl 3000.00 5 Foliar Fertility Management Fs-Power Litre 200/lt 2 liters 400.00 6 Pest Management Pratirodh Litre 200/lt 3 liters 600.00 7 Disease Management Terminator Litre 250/lt 2 liters 500.00 Total 5815.00

ESTIMATE NO. 28

NAME OF WORK :- CONSTRUCTION OF SAFTEY WALL TYPE - "A" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

TECHNICAL PARAMETERS 1. Availble Crest Length 14.00 M 2.Height of Wall 0.90 M 3.Top Width 0.60 M 4.Bottom Width 1.35 M 5.Depth of foundation 1.20 M 6.Length of Basin 1.00 M 7. Length of Head Wall Extension 2.00 M

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block

Phagi} Head Wall+HW Extension 2 18.00 36.00 Apron 1 14.00 14.00 2 1.00 2.00 52.00 Mtr. 0.25 13.00 Earthwork in excavation by mechanicla 2 means/manual means in foundation trenches or

drainsincluding dressing of sides and ramming of bottom,lift up to 1.5 mtr.

Including taking out the excavated soil and depositing and

refilling of jhiri with watering and ramming and disposal of surplus

excavated soil as directed withina lead of 50 mtr. of hard

soil {Item no. 2a GKN BSR 2013 block

Phagi} Head Wall 1 14.00 1.35 1.20 22.68 Head Wall Extension 2 2.00 1.35 1.20 6.48 Apron 1 14.00 1.00 0.60 8.40 37.56 Cum. 101.00 3793.56

Providing and laying in position cement 3 concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:3:6 (1cement 3 coarse

sand : 6 graded stone aggregate 00mm nominal size ) {Item no. 106b GKN BSR 2013 block

Phagi} Head Wall 1 14.00 1.35 0.30 5.67 Head Wall Extension 2 2.00 1.35 0.30 1.62 Apron 1 14.00 1.00 0.30 4.20 Total 11.49 Cum. 2571.00 29540.79 Random Rubble stone masonary for with 4 hard stone in foundation and plinth in cement sand

mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a GKN BSR 2013 block

Phagi} Head Wall 1 14.00 1.35 0.90 17.01 Head Wall Extension 2 2.00 1.35 0.90 4.86 Apron 1 14.00 1.00 0.30 4.20 Total 26.07 Cum. 1803.00 47004.21 Random Rubble stone masonary for with 5 hard stone in foundation and plinth in cement sand

mortar above 30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a, 14 GKN BSR 2013 block

Phagi} Head Wall 1 14.00 0.98 0.90 12.29 Head Wall Extension 2 2.00 0.98 1.40 5.46 Total 17.75 Cum. 1949.00 34585.01 Providing and laying in position cement 6 concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4

graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block

Phagi} Head Wall 1 14.00 0.60 0.075 0.63

Head Wall Extension 2 2.00 0.60 0.075 0.18 Apron 2 14.00 1.00 0.075 2.10 Total 2.91 Cum. 3499.00 10182.09 Plaster on new surface on walls in 7 cement sand mortar 1:6 including racking of joints etc.complete

fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block

Phagi} Head Wall 1 14.00 0.90 12.60 1 14.00 1.17 16.40 Head Wall Extension 2*2 2.00 0.60 4.80 Apron 1 14.00 1.00 14.00 Total 47.80 Sqm. 105.00 5019.16 Total 130137.82 Add Contingency 3.00 % 3904.13 Sub Total Rs. 134042

ESTIMATE NO. 29

NAME OF WORK :- CONSTRUCTION OF SAFTEY WALL TYPE - "B" USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

TECHNICAL PARAMETERS 1. Availble Crest Length 17.00 M 2.Height of Wall 1.00 M 3.Top Width 0.60 M 4.Bottom Width 1.40 M 5.Depth of foundation 1.30 M 6.Length of Basin 1.00 M 7. Length of Head Wall Extn 2.00 M

S. Particulars of Items No. L B H/D Qty. Unit Rate Amount No. 1 Dag belling work up to 2.5-5cm deep {Item no. 167 GKN BSR 2013 block Phagi} Head Wall+HW Extension 2 21.00 42.00 Apron 1 17.00 17.00 2 1.00 2.00 61.00 Mtr. 0.25 15.25 Earthwork in excavation by mechanicla 2 means/manual means in foundation trenches or drainsincluding

dressing of sides and ramming of bottom,lift up to 1.5 mtr. Including

taking out the excavated soil and depositing and refilling

of jhiri with watering and ramming and disposal of surplus

excavated soil as directed withina lead of 50 mtr. of hard soil {Item no. 2a GKN BSR 2013 block Phagi} Head Wall 1 17.00 1.40 1.30 30.94 Head Wall Extension 2 2.00 1.40 1.30 7.28 Apron 1 17.00 1.00 0.60 10.20 48.42 Cum. 101.00 4890.42 Providing and laying in position cement 3 concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:3:6 (1cement 3 coarse sand :

6 graded stone aggregate 00mm nominal size ) {Item no. 106b GKN BSR 2013 block Phagi} Head Wall 1 17.00 1.40 0.30 7.14 Head Wall Extension 2 2.00 1.40 0.30 1.68 Cum.

Apron 1 17.00 1.00 0.30 5.10 Total 13.92 2571.00 35788.32 Random Rubble stone masonary for with 4 hard stone in foundation and plinth in cement sand mortar

above 30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a GKN BSR 2013 block Phagi} Head Wall 1 17.00 1.40 1.00 23.80 Head Wall Extension 2 2.00 1.40 1.00 5.60 Apron 1 17.00 1.00 0.30 5.10 Total 34.50 Cum. 1803.00 62203.50 Random Rubble stone masonary for with 5 hard stone in foundation and plinth in cement sand mortar

above 30 cm wall in cement mortar 1:6 ( 1 cement : 6

sand). {Item no. 13a, 14 GKN BSR 2013 block

Phagi} Head Wall 1 17.00 1.00 1.00 17.00 Head Wall Extension 2 2.00 1.00 1.50 6.00 Total 23.00 Cum. 1949.00 44827.00 Providing and laying in position cement 6 concrete including curing, compaction etc. complete in

specified grade excluding the cost of centering and shuttering - All

work up to plinth Level 1:2:4 (1cement 2 coarse sand : 4

graded stone aggregate 20mm nominal size ) {Item no. 107 GKN BSR 2013 block Phagi} Head Wall 1 17.00 0.60 0.075 0.77 Head Wall Extension 2 2.00 0.60 0.075 0.18 Apron 2 17.00 1.00 0.075 2.55 Total 3.50 Cum. 3499.00 12229.01 Plaster on new surface on walls in cement 7 sand mortar 1:6 including racking of joints etc.complete fine

finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi} Head Wall 1 17.00 1.00 17.00 1 17.00 1.28 21.77 Head Wall Extension 2*2 2.00 0.60 4.80 Apron 1 17.00 1.00 17.00 Total 60.57 Sqm. 105.00 6359.92 Total 166313.41 Add Contingency 3.00 % 4989.40 Sub Total Rs. 171303

ESTIMATE NO. 30

NAME OF WORK :- CONSTRUCTION OF CIRCULAR TANKA USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

TECHNICAL PARAMETES

INNER ø 3.10 Act.Oø INNER DEP. 3.40 1.50

OUTER ø 4.00 4.00 OUTER DEP. 0.68 HODI 3 0.45 0.45 0.30

JALI 3 0.38 0.30 P.P. 1.20

COVER 1 0.45 0.45 CAPACITY : 20745 LTR. S. Particulars of Items No. L B H/D Qty. Rate Unit Amount No.

1 Dag belling work up to

2.5-5cm deep {Item no. 167 GKN BSR 2013 block * 4.00 12.57 0.25 Mtr. 3.1415 Phagi}  2 Earth work in excavation in foudation

trenches or drains including dressing of

sides and ramming of bottoms, lift up to 1.5

Mtr. Including taking out the excavated soil

and depositing and refilling of jhiri with

watering & ramming and disposal of surplus excavated soil as directed with in a lead

of

50 meter {Item no. 2a,b,d GKN BSR 2013 block Phagi} /4 * 4.00 * 4.00 * 2.72 34.19

Hodi 3 * 0.75 * 0.45 * 0.45 0.46

Total 34.65 101.00 Cum. 3499.64 Add additional lift for - 3 1.5M to 4.5M /4 * 4.00 * 4.00 * 1.22 15.34 28.90 Cum. 443.24

Providing and laying 4 cement conrete well mixed in cement mortar (1:3:6) including curing etc. ( 30 to 50 mm Size) {Item no. 106b GKN BSR 2013 block Phagi}

Tanka /4 * 4.00 * 4.00 * 0.15 1.89

Hodi 3 * 0.75 * 0.60 * 0.10 0.14

Plinth Protection /4 *( 6.40 * 6.40 -

4.00 * 4.00 )* 0.10 1.96

Total 3.98 2571.00 Cum. 10235.18 Providing and laying 5 cement conrete well mixed in cement mortar (1:2:4) including curing etc. ( 12to20 mm nominal Size) {Item no. 107 GKN BSR 2013 block Phagi}

Tanka Top /4 * 4.00 * 4.00 * 0.100 1.26

Tanka Bottom /4 * 3.10 * 3.10 * 0.075 0.57

Plinth Protection /4 *( 6.40 * 6.40 -

4.00 * 4.00 )* 0.075 1.47

Net Qty. 3.29 3499.00 Cum. 11522.77 S/F of R.S Joitst of ISI 6 Code- ISLM 200 size 200X100mm Hoisting, cutting etc complete {Item no. 35 GKN BSR 2013 block Phagi} 1 4.00 (@25.40kg/Mtr.) 101.6 65 Kg. 6604.00 R.R. Masonary in 7 cements mortar (1:6)

for super structure including curing etc. {Item no. 13a, 14 GKN BSR 2013 block Phagi}

/4 *( 4.00 * 4.00 -

3.10 * 3.10 )* 1.50 7.53

/4 *( 3.85 * 3.85 -

3.10 * 3.10 )* 1.90 7.78

Hodi 2*1 * 0.45 * 0.15 * 0.30 0.06

2*2 * 0.60 * 0.15 * 0.30 0.16

Total 15.54

Deduct-

Jali 3 * 0.38 * 0.38 * 0.30 0.13

Lintel 3 * 0.68 * 0.38 * 0.15 0.11

;ksx& 0.24

Net Qty. 15.29 1949.00 Cum. 29804.77 S/F Stone lintel in 8 Masonary in CM (1:3) average thicknees 150mm {Item no. 20 GKN BSR 2013 block Phagi} 3 * 0.68 * 0.38 0.77 762.00 Sqm. 582.93 Stone slab roofing on ground floor with fine 9 grained stone slab from approved quarry including filling of joints of parapet and and slab on both side in cement sand mortar 1:4 ralthal, stone {Item no. 25 GKN BSR 2013 block Phagi}

/4 * 3.10 * 3.10 7.55

Deduct- 1 * 0.45 * 0.45 0.20

Net Qty. 7.35 923.00 Sqm. 6782.40

Plaster on new surface on walls in 10 cement sand mortar 1:6 including racking of joints etc.complete fine finish 20mm thick. {Item no. 48b GKN BSR 2013 block Phagi}

Tanka Top /4 * 4.00 * 4.00 12.57

Tanka inner side  * 3.10 * 3.40 33.13

Hodi Bottom 3 * 0.45 * 0.30 0.41

Hodi Walls 2*2 * 0.45 * 0.30 0.81

3 * 0.45 * 0.45 0.61

Tanka outer side  * 3.85 * 0.68 8.23

Total  55.75

Deduct Cover - 1 * 0.45 * 0.45 0.20

Deduct Jali - 3 * 0.38 * 0.30 0.34

0.54

Net Qty. 55.20 105.00 Sqm. 5796.33 P/F window/door made of 22gauge M.S 11 sheet, and conia angle in frame of 25X25X5mm angle complete with rail hinge etc {Item no. 57b GKN BSR 2013 block Phagi}

Cover 1 0.45 * 0.45 0.2025

Jali 3 0.38 * 0.30 0.34

0.54 1657 Sqm. 902.2365

Supplying and fixing fixed wire gauge of 12 14meshx24

gauge of the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding

150mm distance. {Item no. 62 GKN BSR 2013 block Phagi}

Jali 3 0.38 * 0.30 0.34 392.00 Sqm. 134.06

Total 76273.70

Add Contingency 3 % 2288.21 Sub Total 78562

ESTIMATE NO.34

NAME OF WORK :- CONSTRUCTION OF MASONARY HARVETING STRUCTURE USED B.S.R :- RD_JAIPUR_PHAGI BLOCK 2013

DETAILED ESTIMATE

S. Item No. L (m) B (m) H (m) Qty. No. Dag belling (2.5 Cm to 5 1 Cm. deep 4 2.73 -- -- 10.91 4 2.85 -- -- 11.38 4 1.41 -- -- 5.64 4 20.00 -- -- 80.00 2 1.40 2.80 Total 110.73 Earth work in excavation in 2 foudation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter In hard/clay soil Head Wall 1 20.00 2.20 1.87 82.11 Head Wall Extension 2 2.73 2.20 1.87 22.39 Side Wall 2 1.59 1.49 0.90 4.28 Wing Wall 2 1.41 1.58 0.90 4.01 Apron 1 19.40 0.94 0.90 16.50 Toe Wall 1 19.40 0.85 0.90 14.84 Extra E/W on banks 100.00 Total 244.13 Add extra over item no.2 3 for every additional lift of 1.5m or part thereof : Head Wall 1 20.00 2.20 0.37 16.11 Head Wall Extension 2 2.73 2.20 0.37 4.39 Total 20.51 Providing and laying 4 cement conrete well mixed in cement mortar (1:3:6) including curing etc. ( 20 to 40 mm Size) Head Wall 1 20.00 2.20 0.30 13.20 Head Wall Extension 2 2.73 2.20 0.30 3.60

Side Wall[ 2 1.89 1.49 0.30 1.69 Wing Wall 2 1.41 1.58 0.30 1.34 Apron 1 19.40 1.24 0.30 7.25 Toe Wall 1 19.40 0.85 0.30 4.95 Core wall 1 22.73 0.30 0.30 2.05 Total 34.07 R.R Masonary in 5 cements mortar (1:6) for foundation including curing etc. Head Wall (i) 1 20.00 2.00 0.50 20.00 (ii) 1 20.00 1.80 0.50 18.00 (iii) 1 20.00 1.60 0.57 18.12 Head Wall extension (i) 2 2.73 2.00 0.50 5.45 (ii) 2 2.73 1.80 0.50 4.91 (iii) 2 2.73 1.60 0.57 4.94 Side Wall (i) 2 1.89 ( 1.69 + 1.38 )/ 2.00 0.30 1.75 (ii) 2 1.89 ( 1.49 + 1.18 )/ 2.00 0.30 1.52 Wing Wall (i) 2 1.41 1.38 0.30 1.17 (ii) 2 1.41 1.18 0.30 1.00 Apron 1 19.60 1.34 0.30 7.91 Toe Wall (i) 1 19.60 0.65 0.30 3.82 (ii) 1 19.80 0.45 0.30 2.67 Total 91.26 R.R. Masonary in 6 cements mortar (1:6) for super structure including curing etc. Head Wall 1 20.00 ( 1.40 + 0.55 )/2 1.10 21.45 Head Wall Extension (i) 2 2.73 ( 1.40 + 0.55 )/2 1.10 5.85 (ii) 2 2.73 0.55 0.78 2.35 Side Wall (i) 2 1.99 ( 1.29 + 0.98 + 0.60 )/3 ( 1.88 + 0.94 )/2 5.39 (ii) 2 0.85 ( 0.89 + 0.60 )2 0.78 0.99 (iii) 2 (0+ 0.85 )/2 ( 1.29 + 0.89 )2 1.10 1.02 Wing Wall 2 1.41 ( 0.98 + 0.60 )/2 0.94 2.09 Total 39.14 Cement Plaster in 7 cement mortar 1:4 and 25 m.m. thick. Head Wall U/S (i) 1 20.00 -- 1.10 22.00 (ii) 2 -- 0.55 0.78 0.86 Head Wall Extension U/S 2 2.73 -- 1.88 10.27 Toe Wall 1*2 20.00 0.30 12.00 Apron (i) 1 19.80 1.44 28.61 (ii) 1 19.80 0.40 7.92

Total 81.66 Flush and Ruled Pointing in cement 8 mortar (1:3) Head Wall D/S 1 20.00 -- 1.39 27.81 Side Wall (Inner Side) -- (i) 2 1.99 -- ( 1.88 + 0.94 )/2 5.63 (ii) 2 0.85 -- 0.78 1.33 (iii) 2 (0+ 0.85 )/2 -- 1.10 0.94 Side Wall (Outer side) (i) 2 1.99 -- ( 2.01 + 1.01 )/2 6.03 (ii) 2 0.85 -- 0.83 1.42 (iii) 2 (0+ 0.85 )/2 -- 1.17 1.00 Wing Wall Inner Side 2 1.41 0.94 2.65 Outer Side 2 1.41 -- 1.01 2.86 Total 49.66 9 Copping (Cement conrete work in 1:2:4 12mm size) Head Wall 1 20.00 0.55 0.075 0.82 Head Wall Extension 2 2.73 0.55 0.075 0.22 Side Wall 2 2.97 0.60 0.075 0.27 Wing Wall 2 1.41 0.60 0.075 0.13 Toe Wall 1 20.00 0.45 0.075 0.68 Total 2.12 Stone Pitching (20 to 23 10 Cm. thick) In front of Toe Wall 1 21.50 2.50 0.23 12.36 Embankments U/S (Table Enclosed) 50.00 Extra Pitching for hooking(LS) 10.00 Total 72.36 E/W for making Embankment in layers 11 of 15cm thick, breaking clods watering, rolling each with Sheep Foot Roller/Hand Rammer lead up to 50Mtr. and lift of up to 1.5mtr. (Table Enclosed) 350.00 Add extra E/W for joining Embankment(LS) 100 Total 450.00

MATERIAL CONSUMPTION STATEMENT

Cements Sand (Cum.) Agg. (Bags) 12mm Agg. Quarry S. (Cum.) 20mm Rubbish ( No. Item Qty. (Cum.) Stone (Cum.) Cum.) Cement concrete in CM 1 (1:3:6) 34.07 137.97 14.65 -- 29.30 -- -- R.R stone masonary 2 (1:6) 130.40 182.56 39.12 -- -- 130.40 -- Cement Plaster (1:4) 25 3 Cm. thick 81.66 18.29 2.61 ------Raised and Cut 4 pointing (1:3) 49.66 3.12 0.32 ------Copping (C.C work in 5 1:2:4) 12 mm 2.12 12.38 0.87 1.74 -- -- 6 Dry stone pitching 72.36 ------86.83 -- 7 P/L Quarry Rubbish 12.00 ------14.40 Total 354.33 57.57 1.74 29.30 217.23 14.40

ABSTRACT ESTIMATE

S. Item Unit Qty. Rate Amount No. 1 Dag belling (2.5 to 5 Cm. deep) {Item no. 167 GKN BSR 2013 block Phagi} Mtr. 110.73 0.25 27.68 2 Earth work in excavation in foudation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter {Item no. 2a,b,d GKN BSR 2013 block Phagi} Total E/W 244.13 Ordinary/Loose Soil 20 % 48.83 87.00 4248.21 Hard,Clay, Kankar Soil 80 % 195.30 101.00 19725.30 Disintegrated Rock 0 % 0.00 213.00 0.00 Total Cum. 23973.51 3 Add extra over item no.2 for every additional lift of 1.5m or part thereof : {Item no. 3 GKN BSR 2013 block Phagi} Cum. 20.51 13.00 266.63 4 Providing and laying cement conrete well Cum. 34.07 2571.00 87588.02

mixed in cement mortar (1:3:6) including curing etc. ( 30 to 50 mm Size) {Item no. 106b GKN BSR 2013 block Phagi} 5 R.R Masonary in cements mortar (1:6) for foundation including curing etc. {Item no. 13a GKN BSR 2013 block Phagi} Cum. 91.26 1803.00 164541.78 6 R.R. Masonary in cements mortar (1:6) for super structure including curing etc. {Item no. 13a, 14 GKN BSR 2013 block Phagi} Cum. 39.14 1949.00 76283.86 7 Cement Plaster in cement mortar 1:4 and 25 m.m. thick. {Item no. 47a GKN BSR 2013 block Phagi} Sq.M. 81.66 178.00 14535.48 8 Flushed & ruled pointing including racking of joints and curing etc. complete in mortar 1:3 on stone masonary {Item no. 50a GKN BSR 2013 block Phagi} Sq.M. 49.66 65.50 3252.73 9 Copping (Cement conrete work in 1:2:4 12mm size) {Item no. 107 GKN BSR 2013 block Phagi} Cum. 2.12 3499.00 7417.88 10 Stone Pitching (20 to 23 Cm. thick),with picking of voids with small stone including all lift in required profile, 23 Cm. deep {Item no. 108 GKN BSR 2013 block Phagi} Cum. 72.36 836.00 60492.96 11 E/W for making Embankment in layers of 15cm thick, breaking clods watering, rolling each with Sheep Foot Roller/Hand Rammer lead up to 50Mtr. and lift of up to 1.5mtr. {Item no. 103b GKN BSR 2013 block Phagi} Cum. 450.00 104.00 46800.00 Total 485180.53

Contingencies 3 % 14555.42 Grand Total 499735.94 Say Rs. 5.00 Lacs

DESIGN OF ANICUT

BASIC INPUT DATA

Run off cofficient : C 11.40 Constant

Catchment Area : A 1.70 Sq. Km.

Length of creast : L 20.00 Meter

Height of Head Wall : H 1.10 Meter

HYDRAULIC DESIGN

Area in Sq.Km. A = 1.70 Sq.Km. ( Measured From G.T. Sheet)

Runoff Cofficient C = 11.4

Q = CA3/4

Q = 11.4 * 1.7 3/4 = 16.97 Cum./Sec.

WEIR DESIGN

=1.71 L (h) 1.5 Where h= depth of flow over the crest

L= Length of crest = 20.00 M h)1.5 = 16.97 / (1.71 * 20 ) = 0.496

h = 0.496 1/1.5

h = 0.6268 Say 0.63 M

STRUCTURAL DESIGN (I) HEAD WALL

d wall (H) = 1.10 M a) = h / ( - 1 ) 0.5 = 0.63 / ( 2.3 - 1 )0.5 = 0.5498 Say 0.55 M. h (b) = a+0.8H = 0.55 + (0.8 * 1.10 ) = 1.430 Say 1.40 M.

ndation :- By score depth which ever is maximum

= 1.5 R Meter here R= 0.47(Q/f)0.33 : f is silt factor that is 0.9

0.47 * ( 16.97 / 0.90 )0.33 = 1.2 M.

1.5 * 1.24 = 1.858 Say 1.87 M. (II) HEAD WALL EXTENSION

+h+1) = 1.10 + 0.63 + 1 = 2.73 M. h+Free board ) = 1.10 + 0.63 + 0.16 = 1.88 M. (III) SIDE WALL

5 H +0.75 h +0.45 = ( 1.8 * 1.10 + 0.75 * 0.63 + 0.45 )= 2.85 Say 2.85 M. h = 0.6+0.4(H+h) = 0.6 + 0.4 ( 1.10 + 0.63 ) = 1.29 m. Say 1.29 M. f Head Wall) h = 0.6+0.6h = 0.6 + 0.6 * 0.63 = 0.98 m. Say 0.98 M. f Wing Wall) ction of Head Wall) = (H+h+Free board ) = 1.10 + 0.63 + 0.16 = 1.88 Say 1.88 M. ction of Wing Wall) = 1.5h = 1.5 * 0.63 = 0.94 m. Say 0.94 M.

= 0.6 M. (IV) WING WALL

2.25h = 2.25 * 0.63 = 1.410 Say 1.41 M.

Width = 0.6 M.

=0.6+0.6h = 0.6 + 0.6 * 0.63 = 0.976 Say 0.98 M.

= 1.5 * 0.63 = 0.9402 m. Say 0.94 M. (V) APRON

75H+0.75h+0.45 = 1.75 * 1.10 + 0.75 * 0.63 + 0.45 = 2.845 h = 20.00 M. Say 2.85 M. ess = 0.60 M. (VI) TOE WALL ength = 20.00 M.

Width = 0.45 M. eight = 0.30 M.

STABILITY CHECKS HORIZONTAL

PRESSURE P1 = w*h = 1 * 0.63 = 0.63 t/Sqm. P2 = w(H+h) = 1 *( 1.10 + 0.63 ) = 1.73 t

FORCE (Assuming for 1 M length) F a = P1 *H = 0.63 * 1.10 = 0.69 t Fb =0.5(P2-P1)*H = 0.5 ( 1.73 - 0.63 ) * 1.10 = 0.61 t F = Fa +Fb = 0.69 + 0.6 = 1.29 t

VERTICAL

(Assuming 1 m length) W1 = a*H*p = 0.55 * 1.10 * 2.3 = 1.39 W2 = 0.5(b-a)*H*p = 0.5 ( 1.40 - 0.55 ) * 1.10 * 2.3 = 1.076 t U = 0.5 *c*w* H * b = 0.5 * 0.5 * 1 * 1.10 * 1.40 = 0.39 t

SAFETY AGAINST TURNING

Turning Moment (TM) = ( 0.5 * Fa * H) + ( Fb * H/3 ) + ( U * b * 2/3

= (0.5 * 0.69 * 1.10 ) + ( 0.61 * 1.10 / 3 ) +( 0.39 * = 0.38 + 0.22 + 0.36 TM = 0.96 t.m.

Restoring Moment (RM) = W1(b-a/2) +W2(b-a)*2/3

= 1.39 * ( 1.40 - 0.55 /2 ) + 1.0755555 * ( 1.40 - = 1.56 + 0.61 RM = 2.17 t.m

Safety Factor = RM/TM = 2.17 / 0.96 Safety Factor = 2.26

Greater than 1.3 hence safe

SAFETY AGAINST SLIDING Safety Factor = u(W1+W2-U)/F = 0.8 ( 1.39 + 1.0756 )/ 1.29 = 1.52 Greater than 1 Hence safe

SAFETY AGAINST TENSION IN BASE -- X = Point of intersection of Resultant at base from toe wall

-- X = ( RM-TM)/(W1+W2-U) = ( 2.17 - 0.96 )/ ( 1.39 + 1.08 - 0.39 ) -- X = 0.6

b/3 = 1.40 / 3 = 0.47 & 2b/3 = 2 * 1.40 /3 = 0.9 -- As X > b/3 & < 2b/3 Hence No Tension in base

`

Lo;a lgk;rk lewg lwph jk/kk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr daoy daoj Jh Hkokuh flag jktiwr v/;{k 2 Jhefr vk’kk Jh cjnhpUn iqjh xksLokeh lfpo 3 Jhefr :de.kh Jh jk/ks’;ke ’kekZ dks"kk/;{k 4 Jhefr dfork Jh iq:"kksRre ’kekZ lnL; 5 Jhefr lqfe=k daoj Jh vej falg jktiwr lnL; 6 Jhefr lqxu daoj Jh uUn falg jktiwr lnL; 7 Jhefr e/kq daoj Jh Hkokuh falg jktiwr lnL; 8 Jhefr vpjt daoj Jh jkefalg jktiwr lnL; 9 Jhefr uhrw daoj Jh xksfoUn falg jktiwr lnL; 10 Jhefr leUnj daoj Jh jkeflag jktiwr lnL;

nqxkZ Lo; a lgk;rk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr Hkaojh nsoh Jh Hkokuh’kadj ’kekZ v/;{k 2 Jhefr bpjt daoj Jh i`Fohfalg jktiwr lfpo 3 Jhefr js.kq Jh v’kksd lSu dks"kk/;{k 4 Jhefr :de.kh Jh jk/ks’;ke ’kekZ lnL; 5 Jhefr fot;y{eh Jh lR;ukjk;.k ’kekZ lnL; 6 Jhefr eUtw daoj Jh jkefalg jktiwr lnL; 7 Jhefr lenk daoj Jh xksfoUn falg jktiwr lnL; 8 Jhefr ltuk nsoh Jh lR;ukjk;.kiqjh xksLokeh lnL; 9 Jhefr yNek nsoh Jh cnzhiqjh xksLokeh lnL; 10 Jhefr pSu daoj Jh ujirfalg jktiwr lnL;

nsok Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr ukjaxh nsoh Jh txnh’k njksxk njksxk v/;{k 2 Jhefr lwjt daoj Jh ujir flag njksxk lfpo 3 Jhefr jke daoj Jh /ku flag njksxk dks"kk/;{k 4 Jhefr lksgu daoj Jh fxj/kkjh falg njksxk lnL; 5 Jhefr lqfe=k daoj Jh egkohj flag njksxk lnL; 6 Jhefr eku daoj Jh NksVw falg jktiwr lnL; 7 Jhefr Nsy daoj Jh ukjk;.k flag jktiwr lnL; 8 Jhefr x.ks’k daoj Jh Hkkjr falg jktiwr lnL; 9 Jhefr dapu daoj Jh izse izdk’k njksxk lnL;

d`".kk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr m"kk nsoh Jh izeksn ’kekZ ’kekZ v/;{k 2 Jhefr fot; nsoh Jh fxfjjkt flag njksxk lfpo 3 Jhefr fiUuw daoj Jh uUn flag jktiwr dks"kk/;{k 4 Jh xksiky flag Jh cksnw flag njksxk lnL; 5 Jhefr lk;j daoj Jh x.kir flag jktiwr lnL; 6 Jhefr lUtw daoj Jh jfoUnz falg jktiwr lnL; 7 Jhefr ukjaxh nsoh Jh Jo.k falg njksxk lnL; 8 Jhefr gal daoj Jh fd’kksj falg jktiwr lnL; 9 Jhefr dY;k.k daoj Jh nfj;k flag jktiwr lnL; 10 Jhefr lq’khyk daoj Jh lqjs’k flag jktiwr lnL;

’kqHk Lo; a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr lhrk Jh jruiqjh xksLokeh v/;{k 2 Jhefr vuksi daoj Jh j?kqukFk flag jktiwr lfpo 3 Jhefr /kkiw daoj Jh Nsy falg jktiwr dks"kk/;{k 4 Jhefr exu daoj Jh Hkokuh falg njksxk lnL; 5 Jhefr lqxuk Jh cU’khyky njksxk lnL; 6 Jhefr /kUuk Jh eksrhyky jSxj lnL; 7 Jhefr xqYyh Jh n;ky jSxj lnL; 8 Jhefr lUrks"k Jh Hkaoj falg jktiwr lnL; 9 Jhefr Lusg daoj Jh nkrkj falg jktiwr lnL; 10 Jh Kku falg Jh x.kir falg jktiwr lnL;

psruk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & >ksfMUnk Hkkstiqjk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr ’kkfUr nsoh Jh dSyk’k lSu lSu v/;{k 2 Jhefr ykM+k nsoh Jh ’kadjyky Vsyj nthZ lfpo 3 Jhefr uUnw nsoh Jh dj.kh falg njksxk dks"kk/;{k 4 Jhefr lksuw nsoh Jh jes’k lSu lSu lnL; 5 Jhefr Hkxoku daoj Jh fcgkjh falg pkj.k lnL; 6 Jhefr izdk’k daoj Jh ?ku’;ke falg pkj.k lnL; 7 Jhefr ’kksHkk daoj Jh j?kqohj falg njksxk lnL; 8 Jhefr dkUrk nsoh Jh eaxy falg njksxk lnL; 9 Jhefr mejko nsoh Jh lqjs’k ’kekZ ’kekZ lnL; 10 Jhefr xhrk nsoh Jh ’;ksn;ky ’kekZ ’kekZ lnL;

11 Jhefr f’kEHkq nsoh Jh Jo.kyky ’kekZ ’kekZ lnL; 12 Jhefr mfeZyk nsoh Jh txnh’k ’kekZ ’kekZ lnL; 13 Jhefr lUtw nsoh Jh vkseizdk’k ’kekZ ’kekZ lnL; deyk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & >ksfMUnk Hkkstiqjk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr ehjk nsoh Jh jruyky cSjok v/;{k 2 Jhefr izHkq nsoh Jh guqeku cSjok lfpo 3 Jhefr ljtw nsoh Jh jkedj.k cSjok dks"kk/;{k 4 Jhefr lqfurk nsoh Jh vkuUn dqekj cSjok lnL; 5 Jhefr euHkj nsoh Jh gjlgk; cSjok lnL; 6 Jhefr /kUuh nsoh Jh jkedqekj cSjok lnL; 7 Jhefr NksVh nsoh Jh Hkaojyky cSjok lnL; 8 Jhefr lqI;kj nsoh Jh dSyk’k cSjok lnL; 9 Jhefr dLrqjh nsoh Jh jkeflag cSjok lnL; 10 Jhefr lk;j nsoh Jh guqeku cSjok lnL;

uo nqxkZ Lo; a lgk;rk lewg Tkyxzg.k mi lfefr & ipkyk xzke & vkof.M;k dz-l-a uke firk@ifr dk uke tkfr in 1 Jhefr izdk’k ikjhd Jh jksMwjke ikjhd v/;{k 2 Jhefr e/kq Jh jkeksrkj ikjhd lfpo 3 Jhefr ’kkfUr Jh txnh’k ikjhd dks"kk/;{k 4 Jhefr jketkudh Jh eksguyky ikjhd lnL; 5 Jhefr ’kksHkkx daoj Jh xqeku falg jktiwr lnL; 6 Jhefr Hkaojh daoj Jh fd’kksj falg jktiwr lnL; 7 Jhefr lUrq daoj Jh izse falg jktiwr lnL; 8 Jhefr deys’k daoj Jh tloUr falg jktiwr lnL; 9 Jhefr lTtu daoj Jh jkepUnz flag jktiwr lnL; 10 Jhefr lwjt daoj Jh n;ky falg jktiwr lnL;

lUrks"k Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & vkof.M;k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr jkt daoj Jh Hkxoku falg jktiwr v/;{k 2 Jhefr ’kkfUr ikjhd Jh txnh’k ikjhd lfpo 3 Jhefr vUrj daoj Jh cky falg jktiwr dks"kk/;{k 4 Jhefr fdj.k daoj Jh xqykc falg jktiwr lnL; 5 Jhefr jkt daoj Jh egkohj falg jktiwr lnL; 6 Jhefr Hkko daoj Jh xksiky falg jktiwr lnL; 7 Jhefr rksi daoj Jh jkefalg jktiwr lnL; 8 Jhefr vkse daoj Jh ’;ksth flag jktiwr lnL; 9 Jhefr izdk’k ikjhd Jh jksMw ikjhd lnL; 10 Jhefr iq"ik daoj Jh yky falg jktiwr lnL;

'kkafr Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & vkof.M;k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr e/kq ikjhd Jh jkeksrkj ikjhd v/;{k 2 Jhefr ykyh daoj Jh jkeLo:i falag jktiwr lfpo 3 Jhefr f’keyk daoj Jh ’;ksth falg jktiwr dks"kk/;{k 4 Jhefr fceyk daoj Jh dtksM+ falg jktiwr lnL; 5 Jhefr vejko daoj Jh j.kthr falg jktiwr lnL; 6 Jhefr iwtk daoj Jh xksiky falag jktiwr lnL; 7 Jhefr eUtw ikjhd Jh txnh’k ikjhd lnL;

8 Jhefr lUtw daoj Jh jkeLo:i falg jktiwr lnL; 9 Jhefr lUrq daoj Jh izse falg jktiwr lnL; 10 Jhefr Hkaojh daoj Jh fd’kksj falg jktiwr lnL;

lUrks"ktud Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & vkof.M;k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr izdk’k Jh jksMw ikjhd v/;{k 2 Jhefr fdj.k daoj Jh xqykc falg jktiwr lfpo 3 Jhefr f’keyk daoj Jh ’;ksth falg jktiwr dks"kk/;{k 4 Jhefr uUnw daoj Jh cnzh xqtZj lnL; 5 Jhefr xqykc Jh Nhrj cSjok lnL; 6 Jhefr xhrk Jh jru cSjok lnL; 7 Jhefr vfurk Jh txnh’k cSjok lnL; 8 Jhefr ikWph Jh Hkqoku tkV lnL; 9 Jhefr yfyrk Jh eksgu tkV lnL; 10 Jhefr xksfoUnh Jh cuokjh tkV lnL;

y{eh Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & lqYrkfu;k dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr mfeZyk Jh lqjs’k ’kekZ v/;{k 2 Jhefr jruh Jh dUgS;kyky tSu lnL; 3 Jhefr lUrks"k Jh guqeku ’kekZ lnL; 4 Jhefr eSuk Jh bUnz lSu lnL; 5 Jhefr ljtw czg~EHkV~V Jh lqYrku czg~EHkV~V HkkV lnL; 6 Jhefr Hkxorh Jh txnh’k ’kekZ lnL;

7 Jhefr xqM~Mh Jh uUnfd’kksj ’kekZ lnL; 8 Jhefr yfyrk Jh dUgS;kyky ’kekZ lnL; 9 Jhefr lqTtk Jh dSyk’k xqtZj lnL; 10 Jhefr Hkkxk Jh :iukjk;.k xqtZj lnL; 11 Jhefr dSyk’kh Jh izHkq xqtZj lnL; 12 Jhefr lqxuh Jh ‘’;ksdj.k xqtZj lnL; 13 Jhefr lk;j Jh ?kklhyky xqtZj lnL; 14 Jhefr lhrk Jh egkohj tkWfxM lnL; 15 Jhefr lqfe=k Jh ‘’kadjyky tkWafxM lnL; 16 Jhefr clUrh Jh fd’kksj tkWafxM lnL; 17 Jhefr dkUrk Jh x.ks’k iztkir lnL; 18 Jhefr tsrq Jh ‘’;ksY;k xqtZj lnL; 19 Jhefr vuksi Jh dkukjke lSu lnL; 20 Jhefr ‘’kkjnk Jh txnh’k ’kekZ lnL; 21 Jhefr dykorh Jh jkefuokl ’kekZ dks"kk/;{k 22 Jhefr vUtq Jh izdk’k tSu lfpo

HkkX;&y{eh Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr nqxkZ Jh /kuizdk’k tkWafxM+ v/;{k 2 Jhefr nfj;k daoj Jh lksgu falg jktiwr lfpo 3 Jhefr izse daoj Jh izHkkr lSu dks"kk/;{k 4 Jhefr pUnzdkUrk Jh f’kon;ky ikjhd lnL; 5 Jhefr oUnuk daoj Jh ujsUnz flag jktiwr lnL; 6 Jhefr vkse daoj Jh fc’ku falg jktiwr lnL; 7 Jhefr vk’kk Jh f’kon;ky ikjhd lnL; 8 Jhefr lqfurk Jh efu"k ikjhd lnL; 9 Jhefr fiz;adk Jh fgeka’kq ikjhd lnL; 10 Jhefr oUnuk Jh lqfuy ikjhd lnL; 11 Jhefr fot;y{eh Jh jk/ks’;ke ikjhd lnL;

786 Lo; a lgk;rk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr euh ckuks Jh gqlSu [kkWa eqlyeku v/;{k 2 Jhefr /kUuk ckuks Jh tqEek [kkWa eqlyeku lfpo 3 Jhefr tjhuk ckuks Jh dkek [kkWa eqlyeku dks"kk/;{k 4 Jhefr turk ckuks Jh eksgEen [kkWa eqlyeku lnL; 5 Jhefr ijohuk ckuks Jh vgen [kkWa eqlyeku lnL; 6 Jhefr :d’kkuk ckuks Jh vktkn [kkWa eqlyeku lnL; 7 Jhefr Qjtu ckuks Jh jetku [kkWa eqlyeku lnL; 8 Jhefr vler ckuks Jh vCnqy [kkWa eqlyeku lnL; 9 Jhefr NksVh ckuks Jh ’ksj [kkWa eqlyeku lnL; 10 Jhefr pUnzdkuk ikjhd Jh f’kon;ky ikjhd ikjhd lnL;

d`".kk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr lfjrk lSu Jh jkelgk; lSu lSu v/;{k 2 Jh fd’kuk Jh Hkaoj Vsyj nthZ lfpo 3 Jhefr lUrks"k nsoh Jh jkes’oj Lokeh Lokeh dks"kk/;{k 4 Jhefr lqI;kj nsoh Jh y{e.k Lokeh Lokeh lnL; 5 Jhefr d`".kk nsoh Jh fnus’k Lokeh Lokeh lnL; 6 Jhefr xhrk nsoh Jh deys’k Lokeh Lokeh lnL; 7 Jhefr xqM~Mh nsoh Jh y{e.k Vsyj nthZ lnL; 8 Jhefr jk/kk nsoh Jh vkseizdk’k Vsyj nthZ lnL;

9 Jhefr lqeu Lokeh Jh jkejkt Lokeh Lokeh lnL;

jk/kk Lo;a lgk;rk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk dz-l-a uke firk@ifr dk uke tkfr in

1 Jhefr uhrw daoj Jh nqxkZ flag njksxk njksxk v/;{k 2 Jhefr eerk nsoh Jh lksuw ’kekZ ’kekZ lfpo 3 Jhefr Qwy daoj Jh jru falag njksxk dks"kk/;{k 4 Jhefr ikoZrh ikjk’kj Jh jktsUnz ikjk’kj czkkg~eu lnL; 5 Jhefr Hkwjh nsoh Jh dkyw flag njksxk lnL; 6 Jhefr ykyh nsoh Jh ’;ke lqUnj ’kekZ lnL; 7 Jhefr y{eh nsoh Jh ’;ksnkuflag ’kekZ ’kekZ lnL; 8 Jhefr iq"ik nsoh Jh dSyk’k ’kekZ ’kekZ lnL; 9 Jhefr :dek nsoh Jh rqylhjke dqekor lnL; 10 Jhefr X;kjlh nsoh Jh enuyky ’kekZ ’kekZ lnL; 11 Jhefr galk nsoh Jh eqjyh dqekor dqekor lnL;

miHkksDrk lewg lwph

d``f"k Hkwfe lq/kkj miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh v[kSjke Jh cUukjke tkV v/;{k 2 Jh Nhrj Jh jkedj.k tkV lnL; 3 Jh txnh’k Jh lqok gfjroky tkV lnL; 4 Jh Nhrjiqjh Jh /kqykiqjh xksLokeh lnL; 5 Jh jkes’oj Jh Hkxoku xksLokeh lnL; 6 Jh ckywyhy Jh jkensoyhy xksLokeh lnL;

i'kq/ku miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh eksgu Jh lksukjke tkV v/;{k 2 Jh /kUukjke Jh jkedj.k tkV lnL; 3 Jh fd’kksj Jh cUuk xksLokeh lnL; 4 Jh Hkaojyky Jh eksg: tkV lnL; 5 Jh x.ks’k yhy Jh jkenso tkV lnL; 6 Jh jkepUnz gfjroky Jh Jhjke tkV lnL;

Tky lja {k.k miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in

1 Jh jkethyky Jh ukjk;.kiqjh xksLokeh v/;{k 2 Jh egs’k Jh cUukjke xksLokeh lnL; 3 Jh uksjr Jh cUukiqjh xksLokeh lnL; 4 Jh jkeukFk Jh xksLokeh lnL; 5 Jh tokgj Jh eksgu iqjh xksLokeh lnL; 6 Jh izHkq Jh lqYrku iqjh xksLokeh lnL; okfudh miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh ’;ksthjke Jh NksVwjke tkV v/;{k 2 Jh cU’kh Jh Jo.kiqjh xksLokeh lnL; 3 Jh ’kadjiqjh Jh lwjtiqjh xksLokeh lnL; 4 Jh ’kadj yhy Jh jketho.kyhy tkV lnL; 5 Jh jkethyky Jh Nhrj tkV lnL;

Ms;jh miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh ’kadj flgkx Jh Jhjke flagkx tkV v/;{k 2 Jh dSyk’k Jh y{e.kiqjh tkV lnL; 3 Jh cnzh Jh lqok gfjroky tkV lnL; 4 Jh jkelgk; Jh xks: cykbZ lnL; 5 Jh ’;ksth Jh Hkksywiqjh xksLokeh lnL; 6 Jh lhrkjke Jh ukFkwiqjh xksLokeh lnL;

vk; l``tu miHkksDrk lewg

Tkyxzg.k mi lfefr & 'kda jijq k xzke & ’kda jijq k

dz-l-a uke firk@ifr dk uke tkfr in 1 Jhefr NksVh nsoh Jh f’koth xksLokeh v/;{k

2 Jhefr lqD[kh nsoh Jh jkekorkj tkV lnL; 3 Jhefr lwjt daoj Jh xksfoUnfalg jktiwr lnL; 4 Jhefr jruh nsoh Jh Hkaojyky czkg~e.k lnL; 5 Jhefr lqfurk nsoh Jh jkekorkj tkV lnL; 6 Jhefr xksikyh nsoh Jh v[kSjke tkV lnL; 7 Jhefr lqeu nsoh Jh jes’k falgkx tkV lnL;

d`f"k Hkwfe lq/kkj miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh galjkt Jh ’kadjyky cSjok v/;{k 2 Jh xaxkjke Jh t;jke tkV lnL; 3 Jh nkrkjfalg Jh enufalg jktiwr lnL; 4 Jh x.ks’k Jh lqYrku HkkV lnL; 5 Jh jkeyky Jh nsodj.k xqtZj lnL; 6 Jh Jo.kyky Jh ukjk;.k iztkir lnL; 7 Jh jruyky Jh jketho.k tkV lnL; 8 Jh vtqZu Jh jkeukjk;.k tkV lnL; 9 Jh ukjk;.k falg Jh lwjt flag jktiwr lnL; 10 Jh ctjax yky Jh nqxkZyky cSjok lnL; 11 Jh egs’k flag Jh fd’kksj falg pkj.k lnL;

i'kq/ku miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh jkelgk; Jh tksjnkl Lokeh v/;{k 2 Jh guqeku Jh ctjaxyky tkV lnL; 3 Jh eksg:jke Jh ve`ryky ‘’kekZ lnL; 4 Jh txnh’k Jh lqokyky HkkV lnL;

5 Jh Jo.kfalg Jh ekaxq falg jktiwr lnL; 6 Jh Hkqoku Jh Hkaojyky tkV lnL; 7 Jh eksg:yky Jh nqxkZyky cSjok lnL; 8 Jh /kufalg Jh guqeku falg Xokj;k catkjk lnL; 9 Jh xksfoUnfalg Jh jkelgk; pkj.k lnL; 10 Jh cnzhyky Jh j?kqukFk eh.kk lnL; 11 Jh Hkaojyky Jh nsodj.k njksxk lnL; 12 Jh x.ks’k Jh lqYrku HkkV lnL;

ty lja {k.k miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh vkuUn falag Jh x.kir flag jktiwr v/;{k 2 Jh uUnyky Jh izgykn Lokeh lnL; 3 Jh euksgj falg Jh Hkaoj falg jktiwr lnL; 4 Jh fd’kksj flag Jh xqeku falg jktiwr lnL; 5 Jh ghjkyky Jh dkukjke cSjok lnL; 6 Jh jkes’oj Jh ctjax yky iztkir lnL; 7 Jh jkejkt Jh HkS:a Lokeh lnL; 8 Jh dSyk’k Jh dY;k.k ’kekZ lnL; 9 Jh dY;k.k Jh jkeukFk tkV lnL; 10 Jh jkefuokl Jh Hkaojyky njksxk lnL; 11 Jh pSu falg Jh ctjax falg jktiwr lnL;

okfudh miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh v’kjQ [kkWa Jh Qdhj eksgEen eqlyeku v/;{k 2 Jh vYyknhu Jh ‘’ksj[kkWa eqlyeku lnL;

3 Jh inek falg Jh ukjk;.k flag jktiwr lnL; 4 Jh tloUr Jh jkeflg cSjok lnL; 5 Jh txnh’k Jh xaxkjke tkV lnL; 6 Jh guqeku Jh tru falg jktiwr lnL; 7 Jh fd’kuyky Jh Jo.k yky cSjok lnL; 8 Jh HkS:a Jh xksiky nkl Lokeh lnL; 9 Jh laxkze Jh ?kklhjke tkV lnL; 10 Jh jkecDl flag Jh y{e.k yky goynkj lnL; 11 Jh n’kjFk flag Jh j?kqukFk falg jktiwr lnL;

Ms;jh miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh jkeizlkn Jh y{e.k tkV v/;{k 2 Jh x.ks’k Jh dY;k.k tkV lnL; 3 Jh uUn falg Jh jkeflg njksxk lnL; 4 Jh guqeku falg Jh fd’ku falg jktiwr lnL; 5 Jh gsejkt Jh ’kadjyky cSjok lnL; 6 Jh d`".kxksiky Jh dY;k.k lgk; ’kekZ lnL; 7 Jh uUnfd’kksj Jh xksj/kunkl Lokeh lnL; 8 Jh dey Jh txnh’k czg~eHkV~V lnL; 9 Jh yky falg Jh jkepUnz flag jktiwr lnL; 10 Jh xksiky Jh Hkksekjke ’kekZ lnL; 11 Jh izHkq Jh dSyk’k njksxk lnL;

vk; l``tu miHkksDrk lewg

Tkyxzg.k mi lfefr & ipkyk xzke & ipkyk

dz-l-a uke firk@ifr dk uke tkfr in 1 Jhefr uhye Jh y{ehukjk;.k ’kekZ v/;{k 2 Jhefr dkUrk Jh eaxyjke Njksxk lnL; 3 Jhefr jkes’ojh Jh lhrkjke ’kekZ lnL; 4 Jhefr ’kkUrh Jh txnh’k ikjhd lnL; 5 Jhefr vUtw Jh izdk’k tSu lnL; 6 Jhefr gal daoj Jh fd’kksj falg jktiwr lnL; 7 Jhefr deys’k daoj Jh euksgj falg jktiwr lnL; 8 Jhefr ’kksHkk daoj Jh xqeku falg jktiwr lnL; 9 Jhefr izHkq nsoh Jh guqeku cSjok lnL; 10 Jhefr euHkj nsoh Jh gjlgk; cSjok lnL; 11 Jhefr vuksi daoj Jh j?kqukFk falg jktiwr lnL;

d`f"k Hkwfe lq/kkj miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh ehBk jke Jh dkukjke eh.kk v/;{k 2 Jh ujsUnz falg Jh jkedqaokj falg jktiwr lnL; 3 Jh nsodj.k Jh jkeukFk xqtZj lnL; 4 Jh ghjkyky Jh cUukyky tkV lnL; 5 Jh xksiky Jh HkSa:jke tkV lnL; 6 Jh tqEek [kkWa Jh ehj [kkWa eqLkyeku lnL;

Ik’kq/ku miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh ckywjke Jh ukjk;.k tkV v/;{k 2 Jh j?kqukFk Jh dY;k.k tkV lnL; 3 Jh jkejru Jh t;jke xqtZj lnL; 4 Jh xksiky Jh yknwjke xqtZj lnL; 5 Jh psrujke Jh dY;k.k eh.kk lnL; 6 Jh izgykn Jh jkelgk; eh.kk lnL;

ty lja {k.k miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh Jo.kyky Jh jkelgk; xqtZj v/;{k 2 Jh jkethyky Jh Jo.kyky tkV lnL; 3 Jh xqYykjke Jh ukjk;.k eh.kk lnL; 4 Jh v[kjke Jh ’;ksnku xqtZj lnL; 5 Jh jQhd [kkWa Jh ’ksj [kkWa eqlyeku lnL; 6 Jh ckcw [kkWa Jh lokbZ [kkWa eqlyeku lnL;

okfudh miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh dSyk’k Jh ’;kspUn jSxj v/;{k 2 Jh Hksa:jke Jh cksnwjke xqtZj lnL; 3 Jh jkeukjk;.k Jh lYyk eh.kk lnL; 4 Jh y{e.k Jh xksiky eh.kk lnL; 5 Jh xhxk [kkWa Jh enkjh [kkWa eqlyeku lnL;

6 Jh HkkxhjFk Jh txUukFk xqtZj lnL;

Ms;jh miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jh f’kon;ky Jh y{ehukjk;.k ikjhd v/;{k 2 Jh fcYykjke Jh ’;ksnku xqtZj lnL; 3 Jh jke/ku Jh jkeyky tkV lnL; 4 Jh izHkq Jh gjthjke eh.kk lnL; 5 Jh txnh’k Jh ukjk;.k eh.kk lnL; 6 Jh jkenso Jh dkukjke tkV lnL;

vk; l``tu miHkksDrk lewg

Tkyxzg.k mi lfefr & fiukp xzke & fiukp

dz-l-a uke firk@ifr dk uke tkfr in 1 Jhefr izse nsoh Jh pkSFkwjke [kkrh v/;{k 2 Jhefr oUnuk daoj Jh ujsUnz falg jktiwr lnL; 3 Jhefr nkrkj daoj Jh Hkxoku falg jktiwr lnL; 4 Jhefr nqxkZ nsoh Jh /kuizdk’k [kkrh lnL; 5 Jhefr eerk Jh HkS:ajke xqtZj lnL; 6 Jhefr galk Jh jkejru tkV lnL; 7 Jhefr ea’kk Jh ’;ksth xqtZj lnL; 8 Jhefr pUnzdkUrk Jh f’kon;ky ikjhd lnL;

Ik’kq/ku miHkksDrk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk

dz-la- uke firk@ifr dk uke tkfr in 1 Jhefr euQwy Jh ctjax eh.kk v/;{k 2 Jh vkseizdk’k Jh eaxypUn cSjok lnL;

3 Jh iwj.k Jh enu cSjok lnL; 4 Jh izdk’k Jh t{ehukjk;.k cSjok lnL; 5 Jhefr lqxuh Jh jru xqtZj lnL; 6 Jhefr yfyrk Jh jkenso xqtZj lnL; 7 Jh dY;k.k Jh xtkuUn Dqekor lnL; 8 Jhefr Hkwjh Jh NksVw eh.kk lnL; 9 Jhefr pkSFkh Jh t;jke tkV lnL; 10 Jh gktjk Jh uokcnhu eqlyeku lnL; 11 Jhefr cDlh Jh cd:nhu eqlyeku lnL; 12 Jh uwjeksgEen Jh xqykc cSjok lnL; 13 Jh iwj.k Jh dSyk’k cSjok lnL;

ty lja {k.k miHkksDrk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk

dz-la- uke firk@ifr dk uke tkfr in 1 Jh jksMwjke Jh jkedj.k xqtZj v/;{k 2 Jh eaxypUn Jh jkedqaokj cSjok lnL; 3 Jh lwjtdj.k Jh pUnkjke cSjok lnL; 4 Jhefr izse nsoh Jh jkethyky cSjok lnL; 5 Jhefr cjth nsoh Jh jkefuokl cSjok lnL; 6 Jh guqeku Jh ykykjke xqtZj lnL; 7 Jh Hkaoj Jh vYykcDl eqlyeku lnL; 8 Jh enuyky Jh jkedqaokj cSjok lnL; 9 Jh dSyk’k Jh Hkaoj cSjok lnL; 10 Jh jkevorkj Jh fNrj cSjok lnL; 11 Jh izgykn Jh ctjax eh.kk lnL;

okfudh miHkksDrk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk

dz-la- uke firk@ifr dk uke tkfr in 1 Jh Jo.kyky Jh ctjax yky eh.kk v/;{k 2 Jh jkepj.k Jh lwjtdj.k xqtZj lnL; 3 Jh cky Jh ctjax xqtZj lnL; 4 Jh /keZizdk’k Jh enu cSjok lnL; 5 Jh nsodj.k Jh j.kthr ckxfj;k lnL; 6 Jh iwj.k Jh dSyk’k cSjok lnL; 7 Jh jkeLo:i Jh Jo.kyky cSjok lnL; 8 Jh ctjax Jh Jo.k cSjok lnL; 9 Jh xksfoUn ukjk;.k Jh lwjtdj.k cSjok lnL; 10 Jh dkywjke Jh NksVwjke tkV lnL; 11 Jh lwjt Jh tks/kkjke tkV lnL;

Ms;jh miHkksDrk lewg

Tkyxzg.k mi lfefr & ynkuk f}rh; xzke & ynkuk

dz-la- uke firk@ifr dk uke tkfr in 1 Jh ukFkwyky Jh ujflag xqtZj v/;{k 2 Jh dY;k.k Jh ’;ksukjk;.k xqtZj lnL; 3 Jh exypUn Jh Jo.k xqtZj lnL; 4 Jhefr deyk Jh ykykjke xqtZj lnL; 5 Jhefr dkS’kY;k Jh jru xqtZj lnL; 6 Jh xksiky Jh xaxkjke tkV lnL; 7 Jh guqeku Jh txnh’k tkV lnL; 8 Jh lqjs’k Jh Hkqoku tkV lnL; 9 Jh jktwyky Jh lqok tkV lnL; 10 Jh x.kiryky Jh dtksM+ey cSjok lnL; 11 Jh jkelgk; Jh xaxkjke cSjok lnL; 12 Jh cnzh Jh ukjk;.k tkV lnL; 13 Jh [kqnkcDl Jh vdcj eqlyeku lnL; 14 Jhefr deyk Jh txnh’k xqtZj lnL; 15 Jhefr vk’kk Jh ’;ksth xqtZj lnL; 16 Jhefr Hkwjh Jh ukuwjke xqtZj lnL; 17 Jh de:nhu Jh vtheu eqlyeku lnL;