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DPR IWMP-V Sapotra 1
GOVERMENT OF RAJASTHAN
RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT
Watershed Development & Soil Conservation Department
Rajasthan, Jaipur
DETAILED PROJECT REPORT
NAME OF WATERSHED : IWMP-V
LOCAL NAME OF PROJECT : HADOTI
PANCHYAT SAMITI : SAPOTRA
MACRO : 4
MICRO : 5/1, 6/3, 8/1, 2, 9/1, 2, 3
TOTAL AREA : 5299 Hactare
FOREST AREA : 969 Hactare
NET AREA : 4330 Hactare
TOTAL AMOUNT : 519.60 Lacs
DISTRICT : KARAULI
PROJECT IMPLEMENTING AGENCY
ASSISTANT ENGINEER, PANCHAYAT SAMITI - SAPOTRA
DPR IWMP-V Sapotra 2
TABLE OF CONTENTS TABLE OF CONTENTS
LIST OF TABLES
ANNEXURES
PRA MAPS
MAPS
INTRODUCTION:
1- CHAPTER
1.1 Location
1.2 General Features of watershed (cost and area details)
1.3 Sanction of IWMP Project
1.4 Climatic and Hydrological information
1.5 Other Development Schemes in the project area
1.6 Details of infrastructure in the project areas
1.7 Institutional arrangements (DWDU, PIA, WDT, WC)
1.8 Details of Bank Account
2- CHAPTER : Basic Data, Analysis and Scope
2.1 BASIC FEATURES
2.1.1 Present Land use
2.1.2 Live Stock Status
2.1.3 Existing Horticulture and Fodder Availability
2.1.4 Existing Fodder Availability and Requirement
2.1.5 Milk Production
2.1.6 Demography
2.1.7 MAGNREGA Status
2.1.8 Land Holding Details
2.2 TECHNICAL FEATURES
2.2.1 Collection of Revenue Record
2.2.2 Maps of the Area
2.2.3 Ground Water Detail
2.2.4 Slope Details of Area
2.2.5 Water use efficiency
2.2.6 Water Budgeting
2.2.7 Soil Profile and Soil Fertility Status
DPR IWMP-V Sapotra 3
2.3 PROBLEMS, DEMAND AND SCOPE FOR DEVELOPMENT
2.3.1 Natural Resource Management
2.3.2 Agriculture and Horticulture Productivity
2.3.3 Live Stock-gap of Fodder Availability
2.3.4 Livelihood and Micro enterprises
3- CHAPTER Proposed Development Plan
3.1 PREPARATORY PHASE ACTIVITIES
3.1.1 Entry Point Activities
3.1.2 Capacity Building
3.1.3 PRA Exercise
3.2 NATURE RESOURCE MANAGEMENT (NRM)
3.2.1 Conservation measures for arable lands
3.2.2 Conservation measures for non arable lands
3.2.3 Drainage line treatment
3.3. PRODUCTION SYSTEM AND MICRO ENTERPRISES
3.3.1 Production measures for arable lands
3.3.2 Production measures for non arable lands
3.3.3 Livelihood activities particularly for asset less person
4- CHAPTER
4. Head Wise/Activity Wise Budget Allocation
Activity Wise Total Abstract of Cost through Project
5- CHAPTER
5.1 Annual Action Plan for Project
5.2 Convergence Plan
6- CHAPTER
6. Project Outcome
DPR IWMP-V Sapotra 4
7- CHAPTER
7. Technical Designs and Estimates for proposed Activities
7.1. Design of Contour Bunds
Estimates :
Estimates of Different Entry Point Activities (Estimates 1 to 7)
Estimates of Different Activities in Arable & Non Arable (Estimates 8 to 31)
Model Estimates of Different Horticulture Plants
8. Enclosures
8.1 Maps
8.2 Tables
8.3 Annexure
8.4 Documents of Agreements
Proceedings of gram sabha for EPA approval
Proceedings of gram sabha Resolution for committee constitution
Documents released to PRA Exercise
Proceedings of gram sabha for DPR approval
Proceedings of Panchayat Samiti General body for DPR approval
Name of SHG
DPR IWMP-V Sapotra 5
LIST OF TABLES
Table 1. Village Wise Land Use of Project Area
Table 2. Village Wise Details of Land Holding According to
Zambandi (As per Revenue Record)
Table 3. Village Wise Details of lrrigated, Unirrigated, Waste
Land, Pasture
Table 4. Demography Information of the Project Area
Table 5. Villagewise Land Holding Pattern in Project Area
Table 6. Village wise Agriculture Production of Different Crops
Grown in Kharif/Rabi seasons
Table-7 Village Wise Work Action Plan of MGNREGA Scheme
Table-8 MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE
REPAIRING, POTTERY ETC.)
DPR IWMP-V Sapotra 6
ANNEXURES
ANNEXURES- I. Gram Panchayat Wise/Watershed Committee wise
Details of Watershed Committee
ANNEXURES- II. Gram Panchayat Wise Details of Various Groups
Constituted for Development of Activities
ANNEXURES- III. Gram Panchayat Wise/ Watershed Committee wise
Details of Various Self Help Groups
DPR IWMP-V Sapotra 7
1. INTRODUCTION :
Water is the basic requirement for every living life. The importance of water
conservation in the country has been recognized since immemorial times. Over the
years, watershed approach has conventionally been applied for the purpose of arresting
rainwater runoff, its harvesting and in situ soil and moisture conservation in the
country. The objective has essentially been achieved through development of waste
and degraded lands under various Central and State Government Programes. The
Ministry of Rural Development is implementing special area development Programs
for the purpose of water harvesting in drought prone, desert and rain fed areas.The
Drought Prone Areas Programe and Desert Development programme were started in
1973-74 and 1977-78 respectively. The Integrated Wastelands Development
Programme was launched in 1989.On the basis of recommendation of the Hanumantha
Rao Committee (1994), in the year 2003, the Ministry Rural Development brought out
the Guideline for Hariyali by suitably modifying the earlier guidelines. This brought
the DDP, the DPAP and IWMP-V under a single umbrella. In the year 2000, the
Ministry of Agriculture revised its guidelines for its programme, the National
Development Project for Rainfed Areas (NWDPRA).
In order to assess the performance of various ongoing programes of watershed
development, series of evaluation studies were conducted Indian Council of
Agricultural Research, State Agriculture Universities, National Remote Sensing
Agency etc. After series of evaluation studies and impact assessment studies, in
coordination with the Planning Commission, in the year 2008, Common Guidelines for
Watershed Development Projects was formulated in order to have a unified perspective
by all Ministries. This Common Guideline is applicable to all Watershed Development
Projects in all Departments/Ministry of Government of India concerned with
Watershed Development Projects. These guidelines coupled with the flexibilities,
would provide an enabling framework for the planning, design, management and
implementation of all watershed development projects in the country. All the
watershed projects are being implemented in accordance with these Common
Guidelines with effect from 1.4.2008 for interpretation of the provision of these
guidelines, the National Rainfed Area Authority (NRRA), which has been set up in
November 2006, will be the final authority. The common Guidelines for watershed
development projects are based on equity and gender sensitivity; decentralization;
facilitating agencies; community participation; capacity building and technology
inputs; monitoring evaluation and learning and organizational restructuring.
DPR IWMP-V Sapotra 8
CHAPTER –I
1.1 Location :
Watershed Project is located in Sapotra Block of Karauli district. The project
area is between the latitudes 26 10”E to 26 17”E & longitudes 76 35”N to 76 14”N. It
is at a distance of 40-70 Km. from its Block head quarter and 40-70 Kms from the
district head quarters. The Project area and other details are given below.
1.2 General features of watershed
S.No. Name of Project (as per GOI) IWMP-V Sapotra
(a) Name of Catchment Hadoti
(b) Name of watershed area (local name) Hadoti
(c) Project Area 5299 Hact
(d) Net treatable Area 4330
(e) Cost of Project 519.60
(f) Cost/hectare 12000
(g) Year of Sanction 2010-11
(h) Watershed Code
(i) No. of Gram Panchayats in Project
area
5
(j) No. of villages in project area 10
(k) Type of Project Desert/other
(l) Elevation (metres) 111.00M
(m) Major streams Kalisil
(n) Slope range (%) 3 to 7%
DPR IWMP-V Sapotra 9
Macro/
Micro
Name of Gram
Panchayat
Name of Villages
Covered
Census code of
Villages
Area
5/1 Badoda Badoda 01243900 543 Hact.
Gordhanpura 01244000 136 Hact.
8/1 Ecat Ecat 01249300 403 Hact.
5/1 Pardonkapura 01249500 270 Hact.
6/3 Jodli Jodli 01246600 340 Hact.
9/1 Hadoti Hadoti 01249700 641 Hact.
9/2 Kiradi 01250000 371 Hact.
9/3 Gadhigaon 01258200 651 Hact.
8/2 Bagida Fatehpur 01249800 595Hact.
- Saimarda 01249900 380 Hact.
Total 4330 Hact
The watershed falls in Agro climatic Zone III-A The soil texture is Sandy Loam
and loam The average rainfall is 572mm. The temperatures in the area are in the range
between 28 C-48 C centigrade during summer and 8 C - 24 C centigrade during winter.
The major crops in the area are Wheat, Bajra, Gram, Mustered 31.50% land is under
cultivation 59.834% land fallow, 1.22% land is wasteland 1.917% land is irrigated through
4330.
2844 No of households are BPL (30.52% households) the landless households
(15.71% households) and 1677 household are small and marginal farmers (69.29%
household). Average land holding in the area is 256.30 ha. 15.45% area is single cropped
area and 78.53% is double cropped. The main source of irrigation is Tube Well & Bore
Wells The average annual rainfall (5 years) in the area is 502mm. The major streams in
the Watershed are Kalisil.
DPR IWMP-V Sapotra 10
1.1 Sanction of IWMP project;
During the year 2010-11 under the centrally Sponsored Scheme Integrated
Watershed Management Programme (IWMP) for implementation in accordance with
the Common Guideline for Watershed Development Projects, 2008, the 4330 ha
Watershed Project IWMP-V has been sanctioned in Sapotra, Block of Karauli District.
The Administrative and Financial Sanction of the project has been issued by Rural
Development & Panchayati Raj Department, Commissionerate, Watershed
Development and Soil Conservation vide letter no. F-18(I-51)futHkwl@IWMP/2010-
11/2121-2460 Dated 14.9.2010.
The Sapotra Block is distributed in 55 Gram Panchayat. The proposed
watershed area is covered in 10 villages of 5 Gram Panchayats. The distance/vicinity
of the watershed area from Sapotra panchayat Samiti Headquarter is 40-70 Km. The
area includes the high hilly and hard rocks, in which rainwater flows in Nallas/Nadi.
The water level is regularly decreasing due to increasing well/tube wells. Due to
various significant problems, the area has been selected for integrated development.
As per the social survey and by interviewing the people of the area, shows that
in the area water table is decreasing, land degradation due to soil erosion, increase in
population, poor livestock productivity, fodder shortage and marketing opportunities.
Therefore the area has been selected for integrated development with focus on
integrated farming system for increasing productivity, livelihood and regular income in
a regular way. As various research conducted for rainfed areas shows that the efficient
water management through soil and water conservation measures is the key sustainable
development. The integrated watershed approach i.e. conserving natural resources of
water. Soil and vegetation has been accepted as major theme for development of
rainfed areas.
The introduction of NREGA in the area various water harvesting structures
specially Farm Ponds/Talai have been constructed. Looking to the plan of the NREGA
the few new water harvesting structures has been proposed. In some places only
spillways have been proposed. The main stress have been given on contour vegetative
bunds with proper outlets/ wasteweirs, pasture development, loose stone check dams,
small earthen dunds, staggered box trenches in pasture areas and table land protection
bunds. Also in watershed area diversion channels from higher areas towards farm
ponds/talai have been proposed, where water is spread and stagnated in the field.
DPR IWMP-V Sapotra 11
1.4 Climatic and Hydrological information
The Agro climatic Zone of proposed watershed area is III A. The average annual
rainfall of the block is 465 mm. The Year Wise Annual Rainfall for the last 10 yr is as
follows :
Year wise annual rainfall in mm
2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011
413 547 264 780 626 712 489 510 920 484 713 633
The average monthly rainfall of the block is as follows:
The maximum and minimum temperature of the block is as follows
1.5 Other Development Schemes in the project area
S.
No.
Scheme Name of the
department
Key interventions under
the scheme
Targeted
beneficiaries
Provisions
under the
scheme
1 NHM Agriculture Mini kits, Agro forestry,
Horticulture, Crop demo.
1677 1677
2 NREGA RD & PRD WHS/Anicuts, non-arable,
DLT
820 820
3 AI Animal
Husbandry
Animal Health Camps,
A.I., Vaccination, Fodder
Demonstration
2000 2000
4 ICDS ICDS SHG, Training, SHG Bank
loans etc.
300 300
The Mahatma Gandhi National Rural Employment Guarantee Act is the main
scheme which is being implemented in the project area.
S.No. Month ( 2010) Rainfall(mm)
1. June 9
2. July 230
3. August 321
4. September 85
S.No. Season Maximum Minimum
1. Summer 48°C 28°C
2. Winter 24°C 8°C
3. Rainy 26°C 18°C
DPR IWMP-V Sapotra 12
1.6 The Details of infrastructures in the project area are as follows:
S.No. Parameters Status
1. No. of villages connected to
the main road
All villages are connected to main roads
2. No. of villages provided with
electricity are provided with
All village are provided with electricity.
3. Notify educational
Institutions
Primary Secondary Hr.
Sec.
Voc.Inst.
28 02 06 0
4. No. of villages with access to
primary health Center
04
5 No. of villages with access
Veterinary Dispensary
03
6 No. of villages with access to
Post office
07
7 No. of villages with access to
Market / Mandis.
Krishi Upaj Mandi Karauli, Gangpur
8 No. of villages with access to
Anganwadi Centres
All
9 Nearest KVK Ekorasi - Hindaun
10. No. of villages with access to
Agro Industry
No one
11 Total Quantity of Surplus
Milk
1000 Kg.
12 No. of Milk Collection
Centers
1
13 Cooperative Society 4
14 NGO’s 3
15 Credit Institutions 4
16 IT Center Rajeev Gandhi IT centers are under
construction in MNREGA scheme at all the
Gram panchayat headquaters.
DPR IWMP-V Sapotra 13
Institutional Arrangements ;
As per Common Guidelines for effective execution and management of
watershed development appropriate institutional arrangements has been made at
National, State and District levels for effective and professional management of
watershed development projects.
a. State Level Nodal Agency (SLNA) : At State level
b. Watershed Cell Cum Data Center (WCDC) : To ensure coordination at district
level, a WCDC have been constituted.
Executive Engineer (Land Resources), Zila Parishad, Karauli, (Rajasthan)
c. Project Implementing Agency (PIA) : Assistant Engineer, Panchayat Samiti,
Sapotra, District Karauli (Rajasthan)
d. Watershed Development Team (WDT)
The WDT is an integral part of the PIA having at least four members, broadly
with the knowledge and experience in Agriculture, Social Science, Water
Management (Engineering) and Animal Husbandry/Live Stock. Following four
WDT members have been selected at PIA level with open advertisement:
S.No. Subject Specialist Name Qualification
1 Engineering Not Available -
2 Agriculture Not Available -
3 Animal Husbandry Kirodi Lal Dip. In Vet.
4 Social Science Kiran Jadaun B.A. Sociology
DPR IWMP-V Sapotra 14
e. User Groups:
As per guideline and directions given by SLNA, with the help of WDT
members, for each gram Panchayat separate user groups have been formed for
different works/ activities. The homogeneous groups have been constituted, who
may be most affected by each work/activity and shall include the persons having
land holding within the watershed areas. Each UG’s have been formed of the
persons who are likely to derive direct benefits from particular watershed work or
activity. The representation of each village has been considered in the formulation
of groups. In each group a president has been elected. These groups have been
constituted in Gram Sabha’s. the programme of Gram Sabhas in different Gram
Panchayats was been scheduled by Block Development officer, Panchayat Samiti,
Karauli. The gram Panchayat wise details of elected user groups have been enclosed
at Annexure-I
f. Self Help Groups :
In the Gram Panchayat the SHG groups have been constituted. The group
have been formed according to interest of their work. The homogeneous groups
have been formed having common identity, who are dependent on the watershed
area such as agricultural labourers, landless persons, women, scheduled
caste/scheduled trides persons. The Gram Panchayat wise details of elected SHG
groups are enclosed at Annexure-II
g. Watershed Committee:
In the Gram Sabha, after constitution of UG’s and SHG’s the watershed
committee for each gram panchayat has been formed separately. The committee
comprises of 10-12 members. In the committee all the presidents of user and self
help groups, representation of SC/ST, land less persons and female representation
have been considered. In the formation of committee it was also considered that the
members of all the villages of Gram Panchyat are included, so that they can take
care of work/need of their village after constitution of watershed committee the
chairman/president and Secretary has been selected/ elected. The Gram Panchayat
wise detail of Watershed Committee is enclosed at Annexure-III
DPR IWMP-V Sapotra 15
h. President and Secretary of Watershed Committee :
The gram Panchayat wise elected president and secretary are as follows:
S.
No
Gram
Panchayat
Name of
Watershed
Committee
President Secretary
1 Hadoti Hadoti Khiladi Meena Alka Singh
2 Bagida Saimarda Sumer Singh Ram Niwas Meena
3 Badoda Badoda Uttra Devi Mahesh Singh
4 Ecat Ecat Sukh Bai Sugreev Bairwa
5 Jodli Jodli Chhote Lal Meena Teekaram Meena
1.8 Details of Bank Account :
For each water shed committee, the separate saving bank account has been
opened with the name of President, Secretary and WDT member (Junior Engineer).
One separate Watershed Development Fund (WDF) account has been opened for
each committee. In the WDF Account no transaction will be done, only the
contribution received from beneficiaries will be deposited. The details of bank
account are as follows:
S.No.
Watershed Committee Account No. Bank Name
Saving A/C No,
1 Badoda 3116799840 C.B.I.
2 Ecat 3123072623 C.B.I.
3 Hadoti 61128706176 SBBJ
4 Saimarda 61128715954 SBBJ
5 Jodli 3146285079 C.B.I.
DPR IWMP-V Sapotra 16
CHAPTER –II
2.1. BASIC FEATURES :
The basic features of the sanctioned watershed project :
Name of the project : Sapotra –IWMP–V
Local Name of Project : Hadoti
Macro/ Micro No : 5/1, 6/3, 8/1, 2, 9/1, 2, 3
Project Area : 4330 ha
Cost of project : 519.60 Lacs
Cost per hectares : Rs. 12000
Year of Sanction : 2010-11
No. Gram Panchayat : 5
No. of villages in Project area : 10
Elevation : 111 m.
Major Streams : Kalisil
Latitude/ Longitude : 26°10’ E to 26°17’ E
76°35’ N to 76°14’N
2.1.1. Present Land use :
The village wise present land use of project area with net sown area is shown
in Table 1. The village wise Account holder wise details of land is shown in Table
2. The Village wise details of Irrigated, Unirrigated, Waste Land, Pasture Land area
is shown at Table 3.
DPR IWMP-V Sapotra 17
DPR IWMP-V Sapotra 18
Table 1. Village Wise Land Use of Project Area
S.N. Name of Gram
Panchayt/ Village
Geographical Area
Forest Area
Community Land
Pastures Uncultivated Waste Land
Agriculture Land Net
sown area
Net area sown more than once
Temporary Fallow
Permanent Fellow
Cultivated Rainfed
Cultivated Irrigated
1 Badoda 543 - 15 - 1 2 1 217 395 612 23
2 Ecat 403 45 10 - 53 3 2 161 279 440 50
3 Jodli 340 - 11 - - 2 1 136 205 341 35
4 Gordhanpura 136 - 5 - - 7 2 55 120 175 11
5 Gadhigaon 651 722 50 - 11 4 2 260 392 652 18
6 Pardonkapura 270 45 20 - 5 3 1 108 248 356 10
7 Kiradi 371 110 10 - - 4 2 148 145 293 23
8 Fatehpur 595 - 45 17 5 3 1 238 200 438 95
9 Saimarda 380 - 35 - 1 3 2 160 186 346 7
10 Hadoti 641 47 90 207 7 5 3 256 421 677 25
Total 4330 969 291 224 83 36 17 1739 2591 4330 297
DPR IWMP-V Sapotra 19
Land Use
Land Use -Total area in Ha.
Private Panchayat Government Community Total
- - - - -
Temporary fallow 36 - - -
Permanent Fallow 17 - - 761
Cultivated Rainfed 2515 - - -
Cultivated irrigated 297 - - -
Net Sown Area 2813 - - -
Net Area sown more than once 297 - - -
Area under Rabi 2464 - - -
Area under Kharif 2897 - - -
Forest - - -
Non Arable - - -
Pastures 692 - -
Others 247
Total
DPR IWMP-V Sapotra 20
Table 3 Village Wise Details of lrrigated, Unirrigated, Waste Land, Pasture
Area in hectare
S.N. Name of Gram
Panchayt/ Village
lrrigated Land Unirrigated Land Pasture
Land Forest area
Other Total
Chahi Jaav Total Barani Waste Land
Total
1 Badoda 20 3 23 341 4 345 132 0 43 543
2 Ecat 46 4 50 244 8 252 71 0 30 403
3 Jodli 32 3 35 186 3 189 95 0 21 340
4 Gordhanpura 10 1 11 93 0 93 24 0 8 136
5 Gadhigaon 16 2 18 337 7 344 78 47 164 651
6 Pardonkapura 9 1 10 150 5 155 20 45 40 270
7 Kiradi 21 2 23 249 0 249 72 0 27 371
8 Fatehpur 90 5 95 434 4 438 104 95 110 842
9 Saimarda 7 0 7 137 0 137 58 60 118 100
10 Hadoti 23 2 25 371 7 378 38 0 200 641
Total 274 23 297 2542 38 2580 692 247 761 4297
DPR IWMP-V Sapotra 21
DPR IWMP-V Sapotra 22
2.1.2 Live Stock Status :
S.N. Name of
Village
Cow Buffalo Goat/
Sheep
Camel Ass Pig
Indian Cross
Bridge
I. Badoda
1. Badoda 150 7 526 418 8 83 0
2. Gordhanpura 8 2 541 167 7 27 0
II. Ecat
1. Ecat 190 8 682 412 5 28 0
2. Pardonpura 95 6 407 205 71 26 0
III. Jodli
1. Jodli 280 5 1234 518 66 97 0
IV. Hadoti
Hadoti 305 5 1699 1957 45 58 0
Kiradi 210 10 983 1026 - 44 0
Gadigaon 80 3 272 718 2 86 0
V. Bagida
Fatehpur 160 3 503 1634 6 66 0
Saimarda 92 6 288 611 2 72 0
2.1.3. Existing Horticulture and Fodder Availability:
In the proposed watershed area the horticulture and quantity are not available to
some extent. The village wise existing area under horticulture and fodder is as follow:
S.N. Name of Gram
Panchayat
Name of Village Existing Area under
Horticulture
Existing
Area
under
Fodder
Vegetable Orchard
1 Badoda Badoda 2 - 2
Gordhanpura 1 - 1
2 Ecat Ecat 2 - 2
Pardonpura 1 - 2
3 Jodli Jodli 2 - 1
4 Hadoti Hadoti 2 - 5
Kiradi 3 - 1
Gadigaon 3 - 4
DPR IWMP-V Sapotra 23
5 Bagida Fatehpur 5 - 8
Saimarda 3 - 2
2.1.4. Existing Fodder Availability and Requirement
The per day dry and green fodder requirement of different animals are as
follows:
S.No. Animal Average Fodder Requirement per day (Kg.)
Dry Fodder Green Fodder
1 Baffalo 9 8
2 Cow (Indi.) 5 6
3 Cow (Hybrid) 6 8
4 Goat 1 4
5 Sheep 4 1
6 Camel 15 8
The per year requirement of green and dry fodder for different
available livestock are as follows:-
S.
No.
Animal No. Per day requirement
(Kg.)
Per Year requirement
(Kg)
Dry Fodder Green
Fodder
Dry Fodder Green
Fodder
1 Baffalo 5715 51435 45720 18773775 16687800
2 Cow (Indi.) 2590 12950 15540 4726750 5672100
3 Cow (Hybrid) 154 924 1232 337260 449680
4 Goat 12630 12630 50520 4609950 18439800
5 Sheep 370 1480 370 540200 135050
6 Camel 105 1575 840 574875 306600
Total 80994 114222 29562810 41691030
In the project area about 55% of the required fodder in produced. The
cultivator has to bring 45% of the fodder from outside. The cultivators bring only
dry fodder from other area. The green fodder gives about 30% of dry matter. So to
calculate the net quantity of fodder requirement, 30% of green fodder has been
added to dry fodder. The Total requirement, production and purchase quantity of
fodder after converting green fodder into dry fodder for one year are as follows :
S.
No.
Calculation of Requirement of Dry Fodder for one year after
converting Green Fodder into Dry Fodder
Total Production of
Dry Fodder (Kg)
Total Requirement
(Kg)
Quantity Required to be
purchased (Kg)
1 23138565 42070119 18931554
DPR IWMP-V Sapotra 24
Therefore, in the project area about 18931 Ton of dry matter has to be
purchased from outside the project area.
2.1.5. Milk Production:
The average Milk Production of different animals in the project area is:
Cow : 5 kg per Cow
Buffalo : 7 kg per Buffalo
Goat : 1.5 kg per Goat
2.1.6. Demography:
As per census record 2002, the village wise House Hold, Population and other
details are presented in Table 4. The Total population of the project area is 25840.
The total male population is 14053 and female population is 11787. The Overall SC
and ST population is 6452 and 3219 respectively. The Total Household in the area
is 4053.
Survey conducted in the year 2002 and subsequent orders issued by Sub Divisional
Officer, Karauli/ Zila Parishad, Karauli in the project area the village wise BPL are
as follows:
S. No. Gram Panchayat/ Village No. of BPL
A Badoda
1 Badoda 21
2 Gordhanpura 19
B Ecat
1 Ecat 189
2 Pardonpura 11
C Jodli
1 Jodli 120
D Hadoti
1 Hadoti 274
2 Kiradi 76
3 Gadigaon 65
E Bagida
1 Fatehpur 53
2 Saimarda 40
DPR IWMP-V Sapotra 25
Table 4. Demography Information of the Project Area
S.N. Name of Gram
Panchayt/ Village Geographical
Area (ha) Village Code
Total House Hold
(T_HH)
Total Population
(T_P)
Total Male (T_M)
Total Female (T_F)
SC ST
SC_M SC_F Total ST_M ST_F Total
1 Badoda 543 01243900 1307 688 619 240 186 426 40 45 85
2 Ecat 922 01249300 1930 1015 915 349 304 653 479 413 892
3 Jodli 528 01246600 2069 1117 952 241 204 445 792 691 1483
4 Gordhanpura 136 01244000 943 491 452 100 96 196 253 232 485
5 Gadhigaon 651 01258200 1542 842 700 116 72 188 146 128 274
6 Pardonkapura 300 01249500 596 295 301 8 5 13 61 76 137
7 Kiradi 371 01250000 644 352 292 68 55 123 211 176 387
8 Fatehpur 908 01249800 863 465 398 165 133 298 0 0 0
9 Saimarda 388 01249900 794 421 373 95 80 175 93 90 183
10 Hadoti 1543 01249700 3535 1891 1644 448 371 819 570 451 1021
Total 6290 0 14223 7577 6646 1830 1506 3336 2645 2302 4947
DPR IWMP-V Sapotra 26
DPR IWMP-V Sapotra 27
2.1.7 NREGS Status:
In NREGS scheme various activities like Farm ponds/Talai, Anicuts and
Gravel/earthen roads have been taken so far. As per demand by the card holders
they are engaged on the work. In the project area, Gram panchayat wise details of
number of card holder are as follows:
S. No. Name of Gram
Panchayat/
Village No. of Card
Holders
1 Badoda Badoda 398
Gordhanpura 283
2 Ecat Ecat 1063
Pardonpura 248
3 Jodli Jodli 1240
4 Hadoti Hadoti 1035
Kiradi 208
Gadigaon 175
5 Bagida Fatehpur 253
Saimarda 243
2.1.8 Land Holding Details :
The land holding details i.e irrigated and rainfed for large, small and marginal
farmers is enclosed at Table 5.
Table 5. Villagewise Land Holding Pattern in Project Area
S.N. Name of Gram Panchayt/
Village
Type of Farmers Land Holding (ha)Irrigation
Small Marginal Big Total Irrigated (Source)
Rainfed Total
1 Badoda 153 54 11 218 23 - -
2 Ecat 78 28 6 112 50 - -
3 Jodli 181 70 14 265 35 - -
4 Gordhanpura 76 27 5 108 11 - -
5 Gadhigaon 158 57 13 228 18 - -
6 Pardonkapura 68 25 5 98 10 - -
7 Kiradi 87 32 7 126 23 - -
8 Fatehpur 110 40 9 159 95 - -
9 Saimarda 130 47 11 188 7 - -
10 Hadoti 121 44 10 175 25 - -
Total 1677 0
DPR IWMP-V Sapotra 28
2.2. Technical Features :
The various technical features of the area are as follows:
2.2.1. Collection of Revenue Record :
For all the villages of the project area the revenue map and details of
cultivators/ revenue record/ Jamabandi have been from revenue department.
Table 2. Village Wise Details of Land Holding According to Zambandi (As per Revenue Record)
Area in hecarare
S. N.
Name of Gram
Panchayt/ Village
Details of Land According to Account (Ownership)
Govern
ment Forest Pasture
Private Land
¼][kkrsnkj½
Govt. Land given to
Cultivator ¼xSj [kkrasnkj½
Land Alloted to Other Department/
Prganization Total
1 Badoda 15 - - 395 4 - 414
2 Ecat 10 45 - 279 3 - 337
3 Jodli 11 - - 205 - - 216
4 Gordhanpura 5 - - 120 - - 125
5 Gadhigaon 50 722 - 392 7 - 1171
6 Pardonkapura 20 45 - 248 5 - 318
7 Kiradi 10 110 - 145 - - 265
8 Fatehpur 45 - 17 200 - 262
9 Saimarda 35 - - 186 - - 221
10 Hadoti 90 47 207 421 7 - 772
Total 291 969 224 2591 26 4101
2.2.2. Maps of the Area
2.1.8 Infrastructure Facilities Available :
The Details of infrastructures in the project area are as follows:
DPR IWMP-V Sapotra 29
2.1.9 NREGS Status:
In NREGS scheme various activities like Farm ponds/Talai, Anicuts and
Gravel/earthen roads have been taken so far. As per demand by the card holders
they are engaged on the work. In the project area, Gram panchayat wise details of
number of card holder are as follows:
2.1.9 Land Holding Details :
The land holding details i.e irrigated and rainfed for large, small and marginal
farmers is enclosed at Table 5.
2.1.10 Other Development Schemes in the Project Area :
The Mahatma Gandhi National Rural Employment Guarantee Act is the main
scheme which is being implemented in the project area.
2.3. Technical Features :
The various technical features of the area are as follows:
2.3.1. Collection of Revenue Record :
For all the villages of the project area the revenue map and details of
cultivators/ revenue record/ Jamabandi have been from revenue department.
2.3.2. Maps of the Area
The Natural Resource Management component requires scientific and technical
data. As per Common Guidelines -2008, the detailed project report is to be prepared with
complete GIS and Remote Sensing application. Therefore, in the context the WAPCOS
Gurgaon has been directed by department to prepare the various thematic layers i.e.
present land use, land cover, topographical details, slope groups, ground water status,
contour drainage line, macro boundary of the project area on 1:10,000 scale. The
WAPCOS has submitted all the above required maps.
DPR IWMP-V Sapotra 30
2.2.3 Ground Water Detail
S.No Source No. Functional depth ( m)
Dry Area irrigated
Water availability(days)
i) Dug wells 90-100 - 70 150
ii) Shallow tube wells - 100
iii) Pumping sets 125 - 75 100
iv) Deep Tube Wells 125-150 - 112 250
Total 600
2.2.4 Slope Details of Area :
The proposed area includes hills. The area in various slope groups of the
proposed water shed area is as follows :
S. No. Slope Percentage Area in hectares
1. 0 to 3 1700
2. 3 to 5 1400
3. 5 to 8 1030
4. More than 8 200
2.2.5 Water Use Efficiency
Name of major
crop
Area (Hectare)
Through water
saving devices
(Drip/Sprinklers)
Through water
conserving
agronomic
practices
Any other (Pl.
Specify)
Total
Rabi 7 815 330 1175
The tables above indicate need for judicious use of available Water.
Encouraging optimum use of water through installation of sprinklers on every
operational wells.
2.2.6 Water Budgeting :
The various water harvesting structures in the project area have been
constructed. The surface runoff has been stored in the structures. After onset of
monsoon i.e. in the end of the September, all the main structures constructed in the
area were visited. In the area about 45 structures have been constructed. While
visiting the area it was observed that about 23 structures water having water up to
27% of their capacity.
DPR IWMP-V Sapotra 31
Water Budgeting
S.No. Item Details
1 Name of watershed Hadoti-Sapotra (IWMP-V)
2 Name of panchyat Samiti Sapotra IWMP-V
3 Macro No. 5,6,8,9
4 Micro No. 1,3,1,2,1,2,3
5 Topographical area, Ha 4330 Ha
6 Area not available for treatment, pal, habitation, rasta etc.
-
7 Effective Area 4330 Ha
8 Average Annual rainfall, mm 600mm
9 From Strange table proposition of estimated runoff by given rainfall
-
% of runoff to rainfall -
In good catchment 19.50 600*19.50/10=1170
In average catchment 14.60 600*14.60/10=876
In bad catchment 9.70 600*9.70/10=582
Table-1
Type of watershed Area of watershed, Ha Factor in cum per
ha
Expected yield, cum
Good 1100 1170 1287000
Average 1250 876 1095000
Bad 1980 582 1152360
Total 4330 3534360
10 Present storage of water by existing runoff structure
4330 0 3534360
Storage of Runoff by Existing Structures
S.No. Name of Structure No./Area Storage Capacity (cum)
1 Tank/Talab/Nadi 35 175000
2 Anicut/WHS/Khadin 18 63000
3 Local Dipression Pond etc. 0 0
Total 53 238000
Storage of Runoff by Proposed Structures
S.No. Name of Structure No./Area Storage Capacity (cum)
1 Tank/Talab 35 54036.00
2 Masonry Water Harvesting Structure
6 21000
Total 41 75036
Total Runoff Trapped = Existing structure + Proposed Structure = 238000+75036=313036
% Runoff Trapped = 313036*100/3534360 = 8.85%
DPR IWMP-V Sapotra 32
2.2.7 Soil Profile and Soil Fertility Status :
The major soil classes of the area are sandy loam and loam. The project area in the
major soil classes are as follows :
S.No. Major Soil Classes Area in hectares
1. Sandy-Loam 2295
2. Clay-Loam 1410
3. Stoney 625
The average soil fertility status i.e. N,P,K, Micronutrients in the watershed
project area are :
N 40-60 kg/ha.
P 20-30 kg/ha.
K 15-25 kg/ha.
Micro Nutrients 100-300 ppm
2.3 Problems, Demand and Scope for development :
2.3.1 Natural Resource Management :
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. As per need and suggestions
given by the beneficiaries/ public representative, the diversion channels have been
proposed to convey water to near by tanks. 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. The agriculture land of the area is affected by sheet erosion and forming the
rills/ gullies. The problem can be solved by bunding the fields. Therefore to protect the
land, thr main thrust is given on contour bunding with proper outlets.
DPR IWMP-V Sapotra 33
2.3.2 Agriculture and Horticulture Productivity :
In the watershed area the production of Agriculture and Horticulture Plants are not
to that extent due to lack of improved variety and techniques. The Agriculture production
of different crops grown in Kharif/ Rabi seasons of the proposed watershed area is shown
in Table 6. The production will be increased by introduction of new varieties of different
crop. The existing horticulture area is shown above.
Table 6. Village wise Agriculture Production of Different Crops Grown in Kharif/Rabi seasons
S.N. Season Crop Sown
Rainfed Irrigated Total
Area (ha)
Production (Tons)
Area (ha)
Production (Tons)
Area (ha)
production (Tons)
1 Badoda Bajara 205.00 205.00 0.00 0.00 205.00 205.00
Groundnut 20.00 24.00 0.00 0.00 20.00 24.00
Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00
Jwar 20.00 24.00 0.00 0.00 20.00 24.00
Wheat 0.00 0.00 16.00 76.80 16.00 76.80
Mustard 0.00 0.00 5.00 10.00 5.00 10.00
Arhar 20.00 16.00 0.00 0.00 20.00 16.00
Gram 12.00 19.20 2.00 3.20 14.00 22.40
2 Ecat Bajara 155.00 155.00 0.00 0.00 155.00 155.00
Til (Seasam) 14.00 8.40 0.00 0.00 14.00 8.40
Wheat 0.00 0.00 30.00 144.00 30.00 144.00
Mustard 2.00 4.00 10.00 20.00 12.00 24.00
Groundnut 18.00 21.60 0.00 0.00 18.00 21.60
Arhar 16.00 12.80 0.00 0.00 16.00 12.80
Gwar 16.00 19.20 0.00 0.00 16.00 19.20
Gram 7.00 11.20 8.00 12.80 15.00 24.00
3 Jodli Bajara 125.00 125.00 0.00 0.00 125.00 125.00
Groundnut 10.00 12.00 0.00 0.00 10.00 12.00
Til (Seasam) 15.00 9.00 0.00 0.00 15.00 9.00
Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00
Wheat 0.00 0.00 22.00 105.60 22.00 105.60
Mustard 2.00 4.00 8.00 16.00 10.00 20.00
Gwar 12.00 14.40 0.00 0.00 12.00 14.40
Gram 4.00 6.40 5.00 8.00 9.00 14.40
4 Gordhanpura Bajara 60.00 60.00 0.00 0.00 60.00 60.00
Groundnut 5.00 6.00 0.00 0.00 5.00 6.00
Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00
Wheat 0.00 0.00 8.00 38.40 8.00 38.40
Mustard 1.00 1.00 2.00 4.00 3.00 5.00
Gwar 4.00 4.80 0.00 0.00 4.00 4.80
Gram 8.00 12.80 1.00 1.60 9.00 14.40
DPR IWMP-V Sapotra 34
S.N. Season Crop Sown
Rainfed Irrigated Total
Area (ha)
Production (Tons)
Area (ha)
Production (Tons)
Area (ha)
production (Tons)
5 Gadhigaon Bajara 222.00 222.00 0.00 0.00 222.00 222.00
Groundnut 15.00 18.00 0.00 0.00 15.00 18.00
Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00
Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00
Wheat 0.00 0.00 13.00 62.40 13.00 62.40
Mustard 10.00 20.00 4.00 8.00 14.00 28.00
Gwar 20.00 24.00 0.00 0.00 20.00 24.00
Gram 18.00 28.80 1.00 1.60 19.00 30.40
6 Pardonkapura Bajara 95.00 95.00 0.00 0.00 95.00 95.00
Groundnut 8.00 9.60 0.00 0.00 8.00 9.60
Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00
Wheat 0.00 0.00 8.00 38.40 8.00 38.40
Mustard 2.00 4.00 2.00 4.00 4.00 8.00
Gram 2.00 3.20 0.00 0.00 2.00 3.20
Gwar 20.00 24.00 0.00 0.00 20.00 24.00
7 Kiradi Bajara 150.00 150.00 0.00 0.00 150.00 150.00
Groundnut 10.00 12.00 0.00 0.00 10.00 12.00
Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00
Wheat 0.00 0.00 14.00 67.20 14.00 67.20
Mustard 7.00 14.00 4.00 8.00 11.00 22.00
Gwar 28.00 33.60 0.00 0.00 28.00 33.60
Gram 1.00 1.60 2.00 3.20 3.00 4.80
8 Fatehpur Bajara 270.00 270.00 0.00 0.00 270.00 270.00
Groundnut 18.00 21.60 0.00 0.00 18.00 21.60
Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00
Sugar Can 0.00 0.00 5.00 60.00 5.00 60.00
Wheat 0.00 0.00 58.00 278.40 58.00 278.40
Mustard 5.00 10.00 25.00 50.00 30.00 60.00
Gwar 25.00 30.00 0.00 0.00 25.00 30.00
Gram 25.00 40.00 10.00 16.00 35.00 56.00
9 Saimarda Bajara 122.00 122.00 0.00 0.00 122.00 122.00
Groundnut 6.00 7.20 0.00 0.00 6.00 7.20
Til (Seasam) 21.00 12.60 0.00 0.00 21.00 12.60
Gwar 18.00 21.60 0.00 0.00 18.00 21.60
Wheat 0.00 0.00 6.00 28.80 6.00 28.80
Mustard 2.00 4.00 2.00 4.00 4.00 8.00
Gram 15.00 24.00 1.00 4.80 16.00 28.80
DPR IWMP-V Sapotra 35
S.N. Season Crop Sown
Rainfed Irrigated Total
Area (ha)
Production (Tons)
Area (ha)
Production (Tons)
Area (ha)
production (Tons)
10 Hadoti Bajara 232.00 232.00 0.00 0.00 232.00 232.00
Groundnut 8.00 9.60 0.00 0.00 8.00 9.60
Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00
Wheat 0.00 0.00 16.00 76.80 16.00 76.80
Mustard 3.00 6.00 5.00 10.00 8.00 16.00
Gram 25.00 40.00 4.00 6.40 29.00 46.40
Gwar 25.00 30.00 0.00 0.00 25.00 30.00
Total 2339.00 2412.20 305.00 1264.40 2644.00 3676.60
DPR IWMP-V Sapotra 36
Table 2.4.a Agriculture and Horticulture status and fuel availability.
Cropping Status
S. Season Crop Rain Fed Irrigated Total
No. Sown Varieties Area Production Productivity Varieties Area Production Productivity Area Production
(ha) (Ton) (kg/ha) (ha) (Ton) (kg/ha) (ha) (Ton)
1 Kharif Bajara HHB-67 1636.00 1636.00 0.00 0.00 1636.00 1636.00
Groundnut B87 118.00 141.60 0.00 0.00 118.00 141.60
Jwar RGC936 188.00 225.60 0.00 0.00 188.00 225.60
Til (Seasam) Type13, TC25 210.00 126.00 0.00 0.00 210.00 126.00
2 Rabi Gram 117.00 187.20 34.00 57.60 151.00 244.80
Mustard Krinti Bio 902 34.00 67.00 67.00 134.00 101.00 201.00
Sugar Can C235. J208 0.00 0.00 13.00 156.00 13.00 156.00
Arhar 36.00 28.80 0.00 0.00 36.00 28.80
Wheat Sona Kalyan, Sonalka, 1482
0.00 0.00 191.00 916.80 191.00 916.80
3 Zaid
Total 2339.00 2412.20 0.00 0.00 305.00 1264.40 0.00 2644.00 3676.60
Abstract of cropped Area(ha)
Area under Single crop 2339
Area under Double crop 305
DPR IWMP-V Sapotra 37
DPR IWMP-V Sapotra 38
2.3.3 Live Stock –gap of fodder Availability :
The existing fodder area in the villages of proposed area is shown above. The
availability of fodder in the proposed watershed area is less. To meet the
requirement, the farmers of the area have to purchase from other places. The fodder
area has to be increased to reduce the demand.
2.3.4 Livelihood and Micro enterprises:
The people of the area are dependent on Agriculture. In the proposed area the
landless families are fully dependent on work. After introduction of NREGA, these
families are getting job in the area. But it is not to the extent to increase the
livelihood. For development of their livelihood, the various meetings were
organized to know their interest and skills. According to social survey conducted in
different villages of the project area, different individual and group works/ activities
like Ara Tari, Masala Udhyog, Tomato Sauce Preparation, Carpentary, Mobile
Repairing, Motor Cycle Repairing, Compute Hardware/ Software work and
Compost Pit/ Vermi compost were identified. According to their interest
homogeneous groups have been made. The main thrust was given for land less
persons.
DPR IWMP-V Sapotra 39
CHAPTER – III
3.1 Preparatory phase activities:
The main objective of the preparatory phase is to create appropriate
mechanism for adoption of participatory approach with the help of watershed
development team. To establish the credibility of WDT team and to create a rapport
with the villagers the entry point activities have been executed.
3.1.1. 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 were executed:
S.No Gram Panchayat
& Village
Details of works Cost
Name of works Quantity
1 Aluda (Badoda) Solar light 5 120545
Tanki 1 45000
2 Bagida
(Gordhanpura)
Solar light 4 96436
3 Ecat Solar light 5 120545
Tanki 1 50000
WHS 1 50000
4 Jodli Solar light 4 96436
Tanki 1 40000
WHS 1 65000
5 Hadoti Solar light 8 192872
Tanki 1 50000
DPR IWMP-V Sapotra 40
3.1.2 Capacity Building :
Capacity building is an important aspect for the successful implementation of
watershed development program. 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 officials 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 Gram Panchayat wise details of user groups,
self help groups and water shed committee is shown in
Annexure I to III. The capacity building of these different stakeholders on
institutional and work related aspects are important part of the project.
3.1.3. PRA Exercise:
Participatory Rural Appraisal (PRA) is one of the most important exercise 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.
3.2. 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.
DPR IWMP-V Sapotra 41
3.2.1. 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 absorbent,
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.
a. Contour Bund: Contour bunds are constructed along the contours. For the
area having slope less than 3% 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.
b. 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.
DPR IWMP-V Sapotra 42
c. Gully control structure : In arable lands, where small rills/ gullies have been
formed, then the earthen bunds are constructed at regular intervals.
d. Diversion channels: Soil conservation measures are implemented on a whole
catchments or watershed Karauli. In case if the watershed area falls below the
unprotected area or hilly area from which uncertain of water comes and entered in
the area, then the diversion channel is excavated to intercept the runoff from the
area situated above and to conduct it safely to outlet.
3.2.2. Conservation measures for non arable lands:
The area which is unsuited to cultivation for agricultural crops and limit there 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 afforestation is required.
a. 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 beam.
b. 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 can not 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.
c. 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.
DPR IWMP-V Sapotra 43
3.2.3. Drainage line treatment :
The drainage line treatment is very important part of the project.
1. 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.
2. Loose stone check dam : The gully control structure will be constructed by
locally available stone without any binding material. So these structures are
called Loose Stone Check Dam. The gullies will be plugged by stone with height
not more than 1m with up stream slope, nearly vertical and down stream slope
1.5 : 1. The depth of foundation will be kept about 0.4 m and with about 0.6 m
inside the natural ground on each side to prevent flood water out flanking the
structure. Up stream side of the structure will be filled by the soil at slope 2:1
with grasses.
3. 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.
4. 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.
DPR IWMP-V Sapotra 44
5. 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.
3.3. Production System and Micro Enterprises :
3.3.1. 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 practice of Drip and Sprinkler irrigation
will lead to optimum utilization of water.
In the State and Centre Sector schemes, for improvement in production level of
different crops and minimize cost of cultivation, various schemes are organized by
Agriculture/ Horticulture Department. The various schemes are :
a. Free seed minikit distribution : Seed minikits of newly released varieties are
distributed to small and marginal farmers for 0.1 to 0.2 hectare area with the purpose
to increase in productivity of cereals, pulses and oilseeds and to increase Seed
Replacement Rate by certified seeds. Minikits are distributed in Kharif season are
improved hybrid varieties of Bajra, Guar and Groundnut, whereas in Rabi Season are
Wheat, Barley, Gram and Mustard.
b. Crop demonstration: Crop Demonstrations are layout for adoption of full package
of technology practices in rural areas. The demonstration are organized for 0.4 hectare
at each farmers field and take interest to show all technology practices recommended
by agriculture Department. The seed of improved quality are provided at 50% cost to
the farmers through RSSC/NSC and other inputs like fertilizers and plant protection
chemicals are provided through KVSS or GSS on payment of 50% on total cost of all
inputs up to Rs. 2000 per demonstration. In Kharif season demonstration are taken for
Guar, Bajra and in Rabi season demonstration are taken for wheat, Barley and
Mustard.
DPR IWMP-V Sapotra 45
c. Certified seed distribution : Certified seed from RSSC /NSS are distributed in
the area to improve SRR and ultimately increase in productivity of crops. The main
aim is to increase in production level of different crops in yielding varieties instead
of local varieties. This is taken through KVSS/ GSS and private dealers.
d. Establishment of farmers field school (FFS) : The farmers Field School is to
be established on the compact block of 5 demonstrations each of 0.4 hectare. In the
FFS out of 5 demonstration farmers 25 other farmers are to be included. The total of
30 farmers group which have interest to learn full scientific package of practices of
crop production. Each FFS have five training days: before sowing of demonstration
crop; after sowing and germination of demonstration crops; at the time of irrigation
and weed control; at grain filling stage of crop. Training is given by Agriculture
Officer, Scientist and Lecturer. Farmers problem are given to research stations and
improved practices of scientific Agriculture are given to the farmers.
e. Soil and water testing : Before every crop season like Kharif and Rabi, soil and
water testing are to be done for evaluating the actual fertility position of field and
requirement of fertilizer for irrigation. So that fertilizer quantity and quality are
used as per recommendations given by laboratory for taking maximum production
level in particular field and crop. Soil health card are given to the farmer having all
recommendation of fertilizer for a whole year as they take all crop in Kharif and
Rabi season.
f. Horticulture (National Horticulture Mission) : Subsidy are given on inputs like
seed, fertilizers and plant protection chemicals for growing spices and medicinal
crops in the National Horticulture Mission by Horticulture Department. Such
demonstrations are layed out in Methi, Chilli and Allovera crops. 50%Subsidies are
given on total cost of input used in the demonstration.
g. Establishment of Nursery : Subsidy is given for establishing a module nursery
in scientifically and propagation of fruit plant and sold to the farmers. 50% on total
cost, subsidies are given, which varies from Rs 1.5 to 9.0 lacs for 4.0 hectares land
area.
h. Training for horticulture works : The training are given to youth farmers
interesting to learn horticulture works like grafting, budding and other horticulture
works. Three months to one year training programme is held, according to the
farmers choice and interest. The expenditure of the training is borne by horticulture
DPR IWMP-V Sapotra 46
i. Vermicompost : Vermicompost is an organic manure (bio-fertilizer)produced as
the vermicast by earth worm biological waste material; plant residues. This compost
is an odorless, clean, organic material containing adequate quantites of N,P,K, and
several micronutrients essential for plant growth. Vermicompost is a preferred
nutrient source for organic farming. It is eco-friendly, non-toxic, consumes low
energy input for composting and is a recycled biological product.
In each Gram Panchayat of project area, 10-12 farmers will be selected. They
will be trained with installing the vermicimpost unit in their field.
3.3.2. Production measures for non arable lands:
In government pasture land is developed by fencing the area by ditch cum
bund and constructing the staggered trenches. In between the trenches grasses are
grown and on down stream side of the trenches the forestry/ fuel plants are grown.
Along the ditch cum bund the forestry plants are also grown. In the area various
plants like Khejdi, Ardoo, Shessam, Neem etc are grown.
The fuel plants on the bunds of the private lands are also with the
consultation of the owner, so that cultivators can also get the fuel for his use.
Similarly on the bunds the grasses are also grown so the beneficiaries can have the
fodder for the livestock.
Production Plan for Arable and Non Arable Lands:
The Guideline issued for implementation of watershed project 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 micro enterprises 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 farmer’s 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.
DPR IWMP-V Sapotra 47
The cost of the IWMP-V/2010-11 having area of 4330 ha is 519.60 lacs.
Therefore the production plan has been proposed for Rs. 51.96 lacs as follows:
Production plan: (10% of sanction amount)
S.
No.
Activity Unit Rate Physical
Target
Amount
(Rs. In Lacs)
A Demonstration
Kharif No. 3000 720 21.60
Rabi No. 2875 450 12.94
B. Horticulture Activities 0
Anar Ha. 21915 4 0.88
Guava Ha. 36703 3 1.10
Nimbu Ha. 33622 3 1.008
Papaya Ha. 32100 2 0.64
C. Vegetable Minikit No. 300 174 0.52
D. Organic Farming LS 0
E. Agro Forestry Ha. 7300 35 2.56
Sub Total 41.248
F. Live Stock Activities
Animal Health Camps No. 24000/Camp 12 2.88
Provision of Sand/Pada No. 45000/No. 4 1.80
Fodder Demonstration No. 800/no 692 5.54
Sub Total 10.22
Grand Total 51.96285
3.3.3 Livelihood activities particularly for asset less person :
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.
DPR IWMP-V Sapotra 48
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 the their
interest on different activities like Ari-Tari, Tomato Sauce Preparation, Honey Bee
Production, Compost Pit, Pottery etc, so that their livelihood can be increased. The
groups will be trained on agriculture based activities like compost pit, vermi
compost, pasture development etc according to their interest, so that they can
prepare the product and can use on their own need and cat sell surplus. At the time
of PRA, the people of the area have been acquainted with livestock based activities
like milk collection booth, dairy, poultry etc.
Livelihood Plan : (9% of Sanction Amount)
S.
No.
Activity Unit Rate Phy.
Target
Amount
(Rs. In
Lacs)
1 Seed Money for SHG No. 0.25/SHG 142 35.50
2 Seed Money for Enterprising
individuals
A. Mason No. 0.25/Individual 3 0.75
B. White/color Washing No. 0.25/Individual 3 0.75
C. Tailoring No. 0.25/Individual 3 0.75
D. Cyclic Report No. 0.25/Individual 3 0.75
E. Mobile Repairs No. 0.25/Individual 2 0.50
F. Pottery No. 0.25/Individual 2 0.50
G. Ari-tari No. 0.25/Individual 2 0.50
Sub Total-2 4.50
3 Grant in aid for SHG Federation No. 169000 4 6.76
Grand Total 46.76
3.4 Proposed Development Plan
Activity Unit Unit
cost
Quantity Total Cost Cost from
Project Fund
Convergence
Fund
Beneficiary
Contribution
Admn. 51.96
Monitoring 5.196
Evaluation 5.196
EPA 20.784
I & CB 25.98
DPR 5.196
Total (A) 114.312
DPR IWMP-V Sapotra 49
Natural Resource Management
Activity Unit Quantity Unit cost Total cost
Cost from
Project Fund
Conver- gence Fund
Beneficiary Contribution*
ARABLE CONSERVATION WORK
Earthen Bund TYPE meter 38539 Rs. 49
Per Meter 18.884 18.884 30.00 1.32
Waste weir Nos 250 Rs. 13900 Per Each
34.750 34.750 2.43
Gully Control Structure "A" Nos 35 Rs. 10000 Per Each
3.500 3.500 0.25
Gully Control Structure "B" Nos 40 Rs. 13300 Per Each
5.320 5.320 - 0.37
Gully Control Structure "C" Nos 25 Rs. 29000 Per Each
7.250 7.250 - 0.51
NON ARABLE CONSERVATION WORK
PASTURE DEVLOPMENT hectare 20 Rs. 33700 Per Hact.
6.740 6.740 - 0.47
STAGGERED TRENCHES hectare 25 Rs. 20500 Per Hact.
5.125 5.125 - 0.36
DIVERSION CHANNEL meter 694 Rs. 162
Per Meter 1.124 1.124 - 0.08
WHS Type "A" Nos 35 Rs. 68000 Per Each
23.800 23.800 - 1.67
WHS Type "B" Nos 32 Rs. 111100 Per Each
35.552 35.552 - 2.49
LOOSE STONE CHECK DAM Nos 271 Rs. 8100 Per Each
21.951 21.951 - 1.54
DPR IWMP-V Sapotra 50
Drainage Line Treatment
Activity Unit Quantity Unit
cost
Total
cost
Cost from
Project
Fund
Convergence
Fund
Beneficiary
Contribution*
RETANING/SAFTY WALL 'A' Nos 2 Rs. 42700
Per Each 0.854 0.854 - 0.43
RETANING/SAFTY WALL 'B' Nos 2 Rs. 58200
Per Each 1.164 1.164 0.58
RETANING/SAFTY WALL 'C' Nos 2 Rs. 97100
Per Each 1.942 1.942 - 0.97
RETANING/SAFTY WALL 'D' Nos 4 Rs. 126600
Per Each 5.064 5.064 - 2.53
RETANING/SAFTY WALL 'E' Nos 4 Rs. 217400
Per Each 8.696 8.696 - 4.35
MASONARY WATER HARVESTING
STRUCTURE 'A' Nos 5
Rs. 233000
Per Each 11.650 11.650 - 5.83
MASONARY WATER HARVESTING
STRUCTURE 'B'
Nos 7
Rs. 299000
Per Each 20.930 20.930 - 10.47
MASONARY WATER HARVESTING
STRUCTURE 'C' Nos 7
Rs. 462000
Per Each 32.340 32.340 - 16.17
MASONARY WATER HARVESTING
STRUCTURE 'D' Nos 5
Rs. 528000
Per Each 26.400 26.400 - 13.20
MASONARY WATER HARVESTING
STRUCTURE 'E' Nos 2
Rs. 897000
Per Each 17.940 17.940 - 8.97
Production Measures for Arable Land
Activity Unit Quantity Unit
cost
Total
cost
Cost from
Project
Fund
Convergence
Fund
Beneficiary
Contribution*
Demonstration 25.00
Kharif Nos. 720 3000 21.60 21.60 15.00 6.48
Rabi Nos. 450 2875 12.94 12.94 10.00 3.882
Horticulture Activity 15 0
Anar Nos. 4 21915 0.88 0.88 5.00 0.264
Guava Nos. 3 36703 1.10 1.10 4.00 0.33
Nimbu Nos. 3 33622 1.008 1.008 3.00 0.3024
Papaya Nos. 2 32100 0.64 0.64 3.00 0.192
Vegetable Minikit Nos. 174 300 0.52 0.52 - 0.156
Agro Forestry Nos. 35 7300 2.56 2.56 - 0.768
DPR IWMP-V Sapotra 51
Micro Enterprise
Activity Unit Quantity Unit cost
Total cost
Cost from Project Fund
Conver- ence Fund
Beneficiary Contribution*
Seed Money for SHG No. 142 0.25/SHG 35.50 35.50 -
Seed Money for
Enterprising individuals
0 0
A. Mason No. 3 0.25/Individual 0.75 0.75 -
B. White/color Washing No. 3 0.25/Individual 0.75 0.75 -
C. Tailoring No. 3 0.25/Individual 0.75 0.75 -
D. Cycle Repair No. 3 0.25/Individual 0.75 0.75 -
E. Mobile Repairs No. 2 0.25/Individual 0.50 0.50 -
F. Pottery No. 2 0.25/Individual 0.50 0.50 -
G. Ari-tari No. 2 0.25/Individual 0.50 0.50 -
Grant in aid for SHG
Federation
No. 4 169000 6.76 6.76 -
Total 46.76 46.76 -
Consolidated Phase
(3%)
15.588 15.588
G.Total 519.60 519.60
DPR IWMP-V Sapotra 52
CHAPTER-IV
4. Head Wise/Activity Wise Budget Allocation:
As per letter No., F18(I-51)IWMP/WDSC/2010-11/2121-2460 Dated 14.09.2010
issued by Directorate of Watershed Development and Soil Conservation
Department, Rajasthan Jaipur, the component wise total fund distribution for
IWMP-V project having effective area of 4330 ha are as follows:
S.No. Name of Activity Budget
Head (%)
Amount
(lacs)
I. ADMINISTRATIVE COST
(WDT & Secretary Honorarium, Office
Expenses, Jeep Hiring etc.)
10 51.96
II. MONITORING 1 5.196
iii. EVALUATION 1 5.196
PREPATORY PHASE
IV. ENTRY POINT ACTIVITY 4 20.784
V. INSTITUTION & CAPACITY BUILDING 5 25.98
VI. DETAILED PROJECT REPORT (DPR) 1 5.196
WATERSHED WORK PHASE
VII. NATURAL RESOURCE MANAGEMENT
(NRM)
56 290.976
VIII. LIVILIHOOD ACTIVITIES FOR ASSETLESS
PERSONS
9 46.76
IX. PRODUCTION SYSTEM &
MICROENTERPRISES
10 51.96
X. CONSOLIDATION PHASE 3 15.588
TOTAL 100 519.60
It has been clarified in the above order/direction that the above percentage
represents the maximum limit and any saving under any component should be
utilized for watershed development works only.
The Total Abstract of Cost with convergence and Committee/Gram
Panchayat wise Abstract of Cost are enclosed.
DPR IWMP-V Sapotra 53
Conservation measures for arable land S.
No. Activity Unit Quantity Unit
cost Total cost
Cost from Project Fund
Conver- gence Fund
Beneficiary Contribution*
Reference
I. ADMINISTRATIVE COST
(10%)
((Honararium of Watershed
Development Team, Secretary of
WC, Office Expenses, Jeep
Hiring etc.)
51.960 51.960
II MONITORING (1%) 5.1960 5.1960
III EVALUATION (1 %) 5.1960 5.1960
SUB TOTAL (I+II+III) 62.3520 62.3520
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY (4
%)
(Solar Light,Water Harvesting
Structure,Cause way,Saftey
wall etc.)
20.7840 20.7840
Estimate
No. 1 to 4
V TRAININGS & CAPACITY
BUILDING (ICB) 5 %
25.980 25.980
VI DETAILED PROJECT
REPORT (1 %)
5.1960 5.1960
SUB TOTAL (IV+V+VI) 51.9600 51.9600
WATERSHED WORK PHASE
VII NATURAL RESOURCE
MANAGEMENT (NRM) (56
%)
1 ARABLE CONSERVATION WORK
i. Earthen Bund TYPE "A"(SLOPE
0-1%) meter 38539 49 18.88 18.88 30.00
Estimate
No. 4
ii. Waste weir Nos 250 13900 34.75 34.75 Estimate
No. 5
iii. Gully Control Structure "A" Nos 35 10000 3.50 3.50 Estimate
No. 26
iv. Gully Control Structure "B" Nos 40 13300 5.32 5.32 Estimate
No. 27
v. Gully Control Structure "C" Nos 25 29000 7.25 7.25 Estimate
No. 28
2 NON ARABLE CONSERVATION WORK
i. PASTURE DEVLOPMENT hecta
re 20 33700 6.74 6.74
Estimate
No. 11
ii STAGGERED TRENCHES hecta
re 25 20500 5.13 5.13
Estimate
No. 15
iii DIVERSION CHANNEL meter 694 162 1.12 1.12 Estimate
No. 12
iv WHS Type "A" Nos 35 68000 23.80 23.80 Estimate
No. 13
v WHS Type "B" Nos 32 111100 35.55 35.55 Estimate
No. 14
vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 21.95 Estimate
No. 16
3 DRAINAGE LINE TREATMENT
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 0.85 Estimate
No. 18
ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 1.16 Estimate
No. 17
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 1.94 Estimate
No. 19
DPR IWMP-V Sapotra 54
S. No.
Activity Unit Quantity Unit cost
Total cost
Cost from Project Fund
Conver- gence Fund
Beneficiary Contribution*
Reference
iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 5.06 Estimate
No. 20
v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 8.70 Estimate
No. 21
vi.
MASONARY WATER
HARVESTING STRUCTURE
'A'
Nos 5 233000 11.65 11.65 Estimate
No. 22
vii. MASONARY WATER
HARVESTING STRUCTURE
'B'
Nos
7 299000 20.93 20.93 Estimate
No. 23
viii
MASONARY WATER
HARVESTING STRUCTURE
'C'
Nos 7 462000 32.34 32.34 Estimate
No. 24
ix.
MASONARY WATER
HARVESTING STRUCTURE
'D'
Nos 5 528000 26.40 26.40 Estimate
No. 29
x.
MASONARY WATER
HARVESTING STRUCTURE
'E'
Nos 2 897000 17.94 17.94 Estimate
No. 30
SUB TOTAL (Natural
Resource Management) 290.976 290.976
VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD
ACTIVIVITIES FOR ASSET
LESS PERSON
Revolving fund to SHG Nos
142 25000 35.5 35.5
Revolving Fund to Individual
Enterprises Nos 18 25000 4.5 4.5
Grant in aid for SHG
Federation Nos 4 169000 6.76 6.76
(Karigar, Tailoring, white
Wash & Paint, Masala Udoyg,
Bicycle, Mobile, Pott
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)
Animal Health Camps Nos 12 24000 2.88 2.88
Provision of sand/pande Nos 4 45000 1.8 1.8
Fodder demonstruction Nos 692 800 5.54 5.54
c. PRODUCTION SYSTEM
(For Kharif, Rabi Season and
for Horticulture Plantation)
Demonstruction 25.00
- Kharif Nos 720 3000 21.60 21.60 15.00
-
Rabi Nos 450 2875 12.94 12.94 10.00
Horticulture activity 15.00
- Anar Nos 4 21915 0.88 0.88 5.00
- Guava Nos 3 36703 1.10 1.10 4.00
- Nimbu Nos 3 33622 1.01 1.01 3.00
- Papaya Nos 2 32100 0.64 0.64 3.00
Vegetable minikit Nos 172 300 0.52 0.52 -
Agro Forestry Nos 42 7300 3.07 3.07 -
SUB TOTAL (VIII a,b,c) 19 % 98.7239 98.7239
IX CONSOLIDATED PHASE (3
%) 15.588 15.588
GRAND TOTAL 519.60 519.60
DPR IWMP-V Sapotra 55
S.No. Name of Department Amount
1 MNREGS 30.00
2 ANIMAL HUSBANDRY 10.22
3 SOCIAL WELFARE 20.00
4 Rudsel/ILFS 0
5 OTHERS 0
6 HORTICULTURE 15.00
7 AGRICULTURE 25.00
8 FISHARIES DEPTT. 0
Grand Total 100.22
WDT (ENGG.) WDT (Ag.) WDT (Vet.) WDT (Soc.)
DPR IWMP-V Sapotra 56
DPR IWMP-V Sapotra 57
DPR IWMP-V Sapotra 58
CHAPTER -V ANNUAL ACTION PLAN
A. PROJECT FUND
S. N.
NAME OF ACTIVITY Unit Qty. Unit Cost
Total Amount
2010-11 2011-12 2012-13 2013-14 2014-15 2015-16
FIRST YEAR FIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
I. ADMINISTRATIVE COST (10%)
(Honararium of Watershed Development Team, Secretary of WC, Office Expenses, Jeep Hiring etc.)
51.960
0.5
10.292 10.292 10.292 10.292 10.292
II MONITORING (1%) 5.196
0 1.0392 1.039 1.039 1.039 1.039
III EVALUATION (1 %) 5.196
0 0 1.732 1.732 1.732
SUB TOTAL (I+II+III) 62.3520 0.500 11.331 11.331 13.063 13.063 13.063
W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY (4 %)
(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform, Safety Wall, Rain Water Harvesting Structure etc.)
20.7840 6.26 14.5240 0 0 0 0
V TRAININGS & CAPACITY BUILDING (ICB) 5 %
25.9800
0 5.196 5.196 5.196 5.196 5.196
VI DETAILED PROJECT REPORT (1 %) 5.1960
3.11 2.0860 0.000 0 0 0
SUB TOTAL (IV+V+VI) 51.9600
9.370 21.806 5.196 5.196 5.196 5.196
WATERSHED WORK PHASE
VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)
1 ARABLE CONSERVATION WORK
i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721
ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688
iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800
DPR IWMP-V Sapotra 59
S. N.
NAME OF ACTIVITY Unit Qty. Unit Cost
Total Amount
2010-11 2011-12 2012-13 2013-14 2014-15 2015-16
FIRST YEAR FIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330
v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740
2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000
i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685
ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230
iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281
iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440
v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888
vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.427
3 DRAINAGE LINE TREATMENT 0 0.000
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427
ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971
iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266
v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174
vi. MASONARY WATER HARVESTING STRUCTURE 'A'
Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330
vii. MASONARY WATER HARVESTING STRUCTURE 'B'
Nos 7 299000 20.930
0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990
viii MASONARY WATER HARVESTING STRUCTURE 'C'
Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620
ix. MASONARY WATER HARVESTING STRUCTURE 'D'
Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280
x. MASONARY WATER HARVESTING STRUCTURE 'E'
Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970
DPR IWMP-V Sapotra 60
S. N.
NAME OF ACTIVITY Unit Qty. Unit Cost
Total Amount
2010-11 2011-12 2012-13 2013-14 2014-15 2015-16
FIRST YEAR FIRST YEAR SECOND YEAR THIRD YEAR FOURTH YEAR FIFTH YEAR
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
SUB TOTAL (Natural Resource Management) 290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000
VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)
c. PRODUCTION SYSTEM & MICROENTERPRISES (For Kharif, Rabi Season and for Horticulture Plantation)
SUB TOTAL (VIII a,b,c) 19 % 98.724
0 0 24.681 24.681 24.681 24.681
IX CONSOLIDATED PHASE (3 %) 15.588
0 0 0 0 0 15.588
TOTAL PROJECT FUND 519.60 9.87 33.14 77.58 200.07 140.42 58.53
WDT (ENGG.) WDT (Ag.) WDT (Vet.) WDT (Soc.)
DPR IWMP-V Sapotra 61
DPR IWMP-V Sapotra 62
5.2 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
department at block level as per need of the area the works have been taken up and action
plan has been prepared
5.2.1 Convergence with Agriculture/Horticulture Department
In the State and Centre Sector Schemes, for improvement in production level of
different crops and minimize cost of cultivation, various schemes are organized by
Agriculture/Horticulture Department. The various schemes are:
a. Free seed minikit distribution: Seed minikits of newly released varieties are
distributed to small and marginal farmers for 0.1 to 0.2 hectare area with the
purpose to increase in productivity of cereals, pulses and oilseeds and to increase
Seed Replacement Rate by certified seeds. Minikits are distributed in Kharif season
are improved hybrid varieties of Bajra, Guar and Groundnut, whereas in Rabi
Season are Wheat, Barley, Gram and Mustard.
b. Certified seed distribution: Certified seed from RSSC/NSS are distributed in the
area to improve SRR and ultimately increase in productivity of crops. The main
aim is to increase in production level of different crops in scarce condition and to
adopt dry farming practices by farmers by using high yielding varieties instead of
local varieties. This is taken through KVSS/GSS and private dealers.
c. Subsidy on pipeline: Presently the irrigation methods used by farmers are not so
scientifically as flow system in which wastage of water are very high. The
subsidies are given to the farmers on purchasing ISI-approved HDPE/PVC pipe
line of 63mm to 90mm diameter. The subsidies are given to all categories of
farmers at the rate of Rs. 18.75 per meter up to 800 meter per farmer.
d. Subsidy on gypsum: To all categories of farmers, on the basis of soil testing report
for reclamation of alkaline soils, the 50% subsidy are given on total cost of
Gypsum. Gypsum subsidy should also be given to the farmers growing Wheat,
Pulses and Oilseed.
DPR IWMP-V Sapotra 63
e. Establishment of farmers field school (FFS): The farmers Field School are to
be established on the compact block of 5 demonstration each of 0.4 hectare. In
the FFS out of 5 demonstration farmers 25 other farmers are to be included. The
total of 30 farmers group which have interest to learn full scientific package of
practices of crop production. Each FFS have five training days: before sowing
of demonstration crop; after sowing and germination of demonstration crops; at
the time of irrigation and weed control; at grain filling stage of crop: and at
maturity stage of crop. Training toiven by Agriculture Officer, Scientist and
Lecturer. Farmers problem are given to research stations and improved practices
of scientific Agriculture are given to the farmers.
f. Soil and water testing: Before every crop season like Kharif and Rabi, soil and
water testing are to be done for evaluating the actual fertility position of field
and requirement of fertilizer for irrigation. So that fertilizer quantity and quality
are used as per recommendations given by laboratory for taking maximum
production level in particular field and crop. Soil health card are given to the
farmer having all recommendation of fertilizer for a whole year as they take all
crop in Kharif and Rabi season.
g. Subsidy on plant protection equipments: 50% subsidy are given to all
categories of farmers on Plant Protection equipments like Knapsack Sprayer,
Dusters, Foot Sprayer and Power Operated Sprayers of ISI mark and approved
qualities.
h. Subsidy on Agricultural Implements: The subsidy are given to all categories
of farmers on purchasing improved and new Agriculture Implements, 25-50%
subsidy are given according to quality of implement like hand operated hoeing
implement, bullock drawn bund farmer, tractor drawn seed drill machine, chaff
cutter, harrows, 2 and 3 disc plow having 25% subsidy whereas three row
bullock drawn seed drill, tractor drawn seed cum fertilizer drill, etc. have 50%
subsidy.
i. Horticulture (National Horticulture Mission): Subsidy are given on inputs
like seed, fertilizers and plant protection chemicals for growing spices and
medicinal crops in the National Horticulture Mission by Horticulture
Department. Such demonstrations are layed out in Methi, Chilli and Allovera
crops. 50% Subsidies are given on total cost of input used in the demonstration.
DPR IWMP-V Sapotra 64
j. Subsidy on sprinkler set: For the effective irrigation in the sandy soils the
sprinkler system were recommended to the farmers. From 0.5 to 5.0 hectares
land holding, subsidy of 50% on the cost of sprinkler set are given. Sprinkler set
model vary according to land like for 1.0 hectare land there are 30 HDPE ISI
approved pipe of 6 meter long and 3 meter pipe along 5 nozzle set and other
accessories. Subsidy is given on the sprinkler set is 50% or Rs. 7150, which
ever is less. For 5.0 hectare land holding farmer, can purchase 60 pipes of 6
meter and 15 nozzle set with accessories having subsidy 50% or Rs. 15500/-
which ever is less.
k. Subsidy on drip irrigation: The drip irrigation is most effective and water
saving irrigation method. Drip irrigation system can be installed for fruit
orchard and for vegetable farming from 0.5 to 5.0 hectare land area. The
subsidy is given upto 70% of the total cost upto Rs. 23000 per hectare in
orchard plantations and Rs. 114000 per hectares for vegetable farming.
l. Subsidy on fruit orchard plantation: Subsidy are given to the farmers for
establishment of a new orchard systematically and in scientific way. There are 6
fruit plant can be taken in NHM, which are Anwla, Ber, Papaya, Citrus, Beel
and Anar. The grafted seedlings are provided to the farmers on 75% subsidy
after which 75% subsidy are given for fertilizer, plant Protection Chemicals and
for digging pits for planting. This subsidy varies from Rs. 22000 to 40000 per
hectares for different fruit crops. Drip set subsidy is given separate for
establishment in orchard.
m. Establishment of Nursery: Subsidy is given for establishing a module nursery
in scientifically and propagation of fruit plant and sold to the farmers. 50% on
total cost, subsidies are given, which varies from Rs. 1.5 to 9.0 lacs for 4.0
hectares land area.
o. Training for horticulture works: The training are given to youth farmers
interesting to learn horticulture works like grafting, budding and other
horticulture works. Three months to one year training programme is held,
according to the farmers choice and interest. The espenditure of the training is
borne by horticulture department through National Horticulture Mission. The
Krishi Vighyan Kendra) of each district, organizes the training programme.
DPR IWMP-V Sapotra 65
p. Vermicompost: Vermicompost is an organic manure (bio-fertilizer) produced
as the vermicast by earth worm feeding on biological waste material; plant
residues. This compost is an odorless, clean, organic material containing
adequate quantities of N, P, K and several micronutrients essential for plant
growth. Vermi compost is a preferred nutrient source for organic farming. It is
eco-friendly, non-toxic, consumes low energy input for composting and is a
recycled biological product. In each Gram Panchayat of the project area, 10-12
farmers will be selected. They will be trained with installing the vermin
compost unit in their field.
DPR IWMP-V Sapotra 66
CHAPTER VI EXPECTED OUT COMES
By the end of the project, in the project area, it is expected that the water level in the
wells increases considerably and sufficient water for man and productivity should be
increased after the completion of the project. Few parameters which are expected to be
increased after the completion of completion as the project are as follow:
By the end of the project, in the project area, it is expected that the water level
in the wells increases considerably and sufficient water for man and productivity
should be increased after the completion of the project. Few parameters which are
expected to be increased after the completion of completion as the project are as
follow :
S.
No.
Item Unit of
measurement
Pre-project
status
Expected
Post-project
status
Remarks
1 2 3 4 5 6
1 Status of water table
(Depth to ground water
level)
Meters 90-105 60-75
2 Ground water structures
repaired/rejuvenated
No
3 Quality of drinking water Description Average Good
4 Availability of drinking
water
Description 3-4 Year 7-10 Year
5 Change in irrigated Area Ha 2591 3627.40
6 Change in cropping/land
use pattern
Description - -
7 Area under agricultural
crop
2644 3701.6
I. Area under single crop Ha 2339 3274.6
II. Area under double crop Ha 305 427
8 Change in cultivated Area Ha 4330 60626
9 yield of
major crops
of area
Yield of Bajra q/ha 26764.96 37470.94
Yield of Wheat q/ha 1749.56 2449.384
Yield of Gram q/ha 368.44 515.81
Yield of Mustard q/ha 203.01 284.21
10
Production
of major
Production of Bajra Ton 1636 2290.4
Production of Wheat Ton 916.80 1283.52
Production of Gram Ton 244 341.6
DPR IWMP-V Sapotra 67
S.
No.
Item Unit of
measurement
Pre-project
status
Expected
Post-project
status
Remarks
1 2 3 4 5 6
crops of
area
Production of Mustard Ton 201 281.4
11 Area under horticulture Ha 12 16.00
12 Area under Fodder Ha 692 800
13 Fodder production Q/Kg. 23138565 42070119
14 Milk production Litres/day 3-735 4-10
Liters/day
Pro. Provd Expected
(a) Cow 5 Kg/Day 6 Kg/Day
(b) Buffelo 7 Kg/Day 9 Kg/Day
(c) Goat 1.5 2 Kg/Day
15 SHGs Active No. 692 4
16 No. of livelihoods No. 23138565
17 Income Rs. In Lacs 0.45/p.family 0.60
P.Family
18 Migration No. 752 510
19 SHG Federations formed No.
During the project period (5-7 years), the various activities will be done. The
natural resource management activities will be done in between the project phase. The
proposed NRM works in arable, non arable land and drainage line treatment will
increase the water table, production of agriculture/horticulture crops. Similarlary the
livestock will increase the milk production. The year wise various outcomes of the
project are as follows:
DPR IWMP-V Sapotra 68
DPR IWMP-V Sapotra 69
DPR IWMP-V Sapotra 70
DPR IWMP-V Sapotra 71
Progress Institutional arrangements
• No of WDT members placed : 02
• No. of WC constituted : 05
• No. of WC whose Account opened : 05
DPR IWMP-V Sapotra 72
DPR IWMP-V Sapotra 73
DPR IWMP-V Sapotra 74
DPR IWMP-V Sapotra 75
DPR IWMP-V Sapotra 76
DPR IWMP-V Sapotra 77
DPR IWMP-V Sapotra 78
DPR IWMP-V Sapotra 79
ftys dk uke djkSyh
iapk;r lfefr dk uke liksVjk
tyxzg.k {ks= dk uke IWMP-Vdqy ykxr jkf'k tyxzg.k {ks= ls 519.60 yk[k
o fd;k tkus okyk izLrkfor {ks=Qy 4330 gSDVs;j
Ø- xfrfof/k dk uke ifjokjksa Name ofla- dh HkkSfrd ;wfuV W/s + HkkSfrd nj foRrh; HkkSfrd nj foRrh; Other
la[;k y{; Other y{; y{; y{; y{; Scheme
1 ekbØks m|e
A LIVE STOCKA.I. No. - 3795 No 5689 3795 0 5689 0A.H. Camp - 30 No 3000 30 0.01 3000 0eqxhZikyu 29 29 No 41000 0 0.00 28 1.50 41.00 Animal Hus.
eNyh ikyu 19 19 No 94000 0 0.00 19 5.00 940.00 Fisher
Lo;a lgk;rk lewg (R/F) 331 38 No 4.100 38 0.10 4100 0 0.10 0.00 WS
mPp f'k{kk 580 580 No 50.2 0 0.00 580 0.10 580.00 Social Welfare
rduhdh izf'k{k.k 2288 2288 No 228800 0 0.00 2288 0.10 228.80 Rudset
lkekftd lgk;rk 2275 2275 No 90020 0 0.00 2275 0.04 90.02 Social Welfare
i'kq chek ;kstuk 875 9750 No 40.5 0 0.00 9750 0.00 40.50 Animal Hus.
mi;ksx 6397 14979 0 453915 38 0.1 4100 14940 6.844 1920.32
Animal Husbandry Campa. Dewormer/anthelmentic, stomachic Medicines 40%b. Antibiotics/Life Saving Drugs 16%c. Analgesics Drugs 3%d. Antidiarhoeal, astringent, antibicat & B Complex 4%e. Medicines for infertility cases (Harmonas) 4%f. Medicines for first aid (Cotton Bandage, 12% Betadine Phenyl., Essential instruments etc.)h. Mineral mixture 21%
Total 100%
Expenditure of maximum Rs. 24000/- per camp for each 5000 watershed area :-I. Publicity Rs. 600/-II. Hiring of Vehicle/POL Rs. 2400/-III. Medicines/equipments Rs. 20000/-IV. Miscellaneous Rs. 1000/-
Total Rs. 24000/-
lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr IWMP-V tyxzg.k {ks= dh o"kZokj okf"kZd dk;Z ;kstuk
Total Target From W/S Other Scheme
S.No. Particulars Qty. Unit Rate Amount1 Supplying & fixing Solar Lights 25 Nos. 24109.00 602725.00
2 Construction of WHS with Waste wier
18 Nos. 42000.00 756000.00
3 Construction of Tanki & Khed 7 Nos. 70000.00 490000.00
4 Construction of Tanki 5 Nos. 46000.00 230000.00
Total 2078725.00
Abstract of Entry Point Activities
I. ADMINISTRATIVE COST (10%)Project Cost
519.6
((Honararium of Watershed Development Team, Secretary ofWC, Office Expenses, Jeep Hiring etc.) 51.960
II MONITORING (1%) 5.1960
III EVALUATION (1 %) 5.1960
62.3520
W/S PREPARATORY PHASE IV ENTRY POINT ACTIVITY (4 %)
(Solar Light,Water Harvesting Structure,Cause way,Safteywall etc.)
20.7840Estimate No. 1 to 4
V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.980
VI DETAILED PROJECT REPORT (1 %) 5.1960
51.9600
WATERSHED WORK PHASEVII NATURAL RESOURCE MANAGEMENT (NRM) (56%)
1 ARABLE CONSERVATION WORKi. Earthen Bund TYPE "A" meter 38539 49 18.88 Estimate No. 4
ii. Waste weir Nos 250 13900 34.75 Estimate No. 5iii. Gully Control Structure "A" Nos 35 10000 3.50 Estimate No. 26iv. Gully Control Structure "B" Nos 40 13300 5.32 Estimate No. 27v. Gully Control Structure "C" Nos 25 29000 7.25 Estimate No. 28
2 NON ARABLE CONSERVATION WORKi. PASTURE DEVLOPMENT hectare 20 33700 6.74 Estimate No. 11ii STAGGERED TRENCHES hectare 25 20500 5.13 Estimate No. 15
iii DIVERSION CHANNEL meter 694 162 1.12 Estimate No. 12iv WHS Type "A" Nos 35 68000 23.80 Estimate No. 13v WHS Type "B" Nos 32 111100 35.55 Estimate No. 14
vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 Estimate No. 163 DRAINAGE LINE TREATMENT
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 Estimate No. 18ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 Estimate No. 17
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 Estimate No. 19iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 Estimate No. 20v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 Estimate No. 21
vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.65 Estimate No. 22vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.93 Estimate No. 23viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.34 Estimate No. 24ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.40 Estimate No. 29x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.94 Estimate No. 30
290.976 290.976VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS SORevolving fund to SHG Nos 142 25000 35.5
Revolving Fund to Individual Enterprises Nos 18 25000 4.5Grant in aid for SHG Federation Nos 4 169000 6.76
SUB TOTAL (I+II+III)
SUB TOTAL (IV+V+VI)
SUB TOTAL (Natural Resource Management)
CHAPTER -IV
ABSTRACT OF COST
S. N. NAME OF ACTIVITY Unit Qunatity Rate Amount (in lacs) Reference
CHAPTE VI Sapotra IWMP-V 6-3
S. N. NAME OF ACTIVITY Unit Qunatity Rate Amount (in lacs) Reference
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)Animal Health Camps Nos 12 24000 2.88Provision of sand/pande Nos 4 45000 1.8Fodder demonstruction Nos 692 800 5.54
c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation)Demonstruction - Kharif Nos 720 3000 21.60 - Rabi Nos 450 2875 12.94Horticulture activity - Anar Nos 4 21915 0.88 - Guava Nos 3 36703 1.10 - Nimbu Nos 3 33622 1.01 - Papaya Nos 2 32100 0.64Vegetable minikit Nos 172 300 0.52Agro Forestry Nos 42 7300 3.07
98.7239IX CONSOLIDATED PHASE (3 %) 15.58800
GRAND TOTAL 519.60
S.No. Name of Department Amount1 MNREGS 290.97642 ANIMAL HUSBANDRY 10.223 SOCIAL WELFARE 46.754 Rudsel/ILFS -5 OTHERS 0.01126 HORTICULTURE 7.205357 AGRICULTURE 34.53758 FISHARIES DEPTT.
Grand Total 389.7005
WDT (ENGG.) WDT(Ag.) WDT(Vet.) WDT(Soc.)
SUB TOTAL (VIII a,b,c) 19 %
CHAPTE VI Sapotra IWMP-V 6-4
A. PROJECT FUND
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FINI. ADMINISTRATIVE COST (10%)
(Honararium of Watershed Development Team, Secretary of WC, OfficeExpenses, Jeep Hiring etc.) 51.960 0.5 10.292 10.292 10.292 10.292 10.292
II MONITORING (1%) 5.196 0 1.0392 1.039 1.039 1.039 1.039III EVALUATION (1 %) 5.196 0 0 1.732 1.732 1.732
62.3520 0.500 11.331 11.331 13.063 13.063 13.063W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY (4 %)(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform,Safety Wall, Rain Water Harvesting Structure etc.)
20.7840 6.26 14.5240 0 0 0 0
V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.9800 0 5.196 5.196 5.196 5.196 5.196VI DETAILED PROJECT REPORT (1 %) 5.1960 3.11 2.0860 0.000 0 0 0
51.9600 9.370 21.806 5.196 5.196 5.196 5.196WATERSHED WORK PHASE
VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)1 ARABLE CONSERVATION WORK
i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688
iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740
2015-16FOURTH YEAR FIFTH YEAR
2012-13 2014-15SECOND YEAR
Qty. Total Amount
Unit Cost
UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR
SUB TOTAL (I+II+III)
SUB TOTAL (IV+V+VI)
CHAPTER -VANNUAL ACTION PLAN
THIRD YEAR2010-11 2013-14
CHAPTE VI Sapotra IWMP-V 6-5
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
2015-16FOURTH YEAR FIFTH YEAR
2012-13 2014-15SECOND YEAR
Qty. Total Amount
Unit Cost
UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR THIRD YEAR
2010-11 2013-14
2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230
iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888
vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.4273 DRAINAGE LINE TREATMENT 0 0.000
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174
vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.930 0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970
290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)Revolving fund to SHG Nos 142 25000 35.5 55 13.75 55 14 55 13.75Revolving Fund to Individual Enterprises Nos 18 25000 4.5 7 1.75 7 2 7 1.75Grant in aid for SHG Federation Nos 4 169000 6.76 1 2.005 2 4.01 1 2.005
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER) 0Animal Health Camps Nos 12 24000 2.88 5 1.2 4 0.96 4 0.96Provision of sand/pande Nos 4 45000 1.8 2 0.9 2 0.9 1 0.45Fodder demonstruction Nos 692 800 5.536 270 2.16 270 2.16 270 2.16
c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation) 0Demonstruction - Kharif Nos 720 3000 21.6 213 6.3900 213 6.3900 212 6.3600 212 6.3600 - Rabi Nos 450 2875 12.9375 134 3.8525 134 3.8525 134 3.8525 134 3.8525Horticulture activity - Anar Nos 4 21915 0.8766 2 0.44 1 0.22 1 0.22 1 0.22 - Guava Nos 3 36703 1.10109 1 0.366667 1 0.366667 1 0.366667 - Nimbu Nos 3 33622 1.00866 1 0.336667 1 0.336667 1 0.336667 - Papaya Nos 2 32100 0.642 1 0.32 1 0.32 0 0 0 0Vegetable minikit Nos 172 300 0.516 45 0.135754 45 0.135754 45 0.135754 44 0.132737Agro Forestry Nos 42 7300 3.066 12 0.875745 12 0.875745 12 0.875745 11 0.802766
98.724 0 0 24.681 24.681 24.681 24.681IX CONSOLIDATED PHASE (3 %) 15.588 0 0 0 0 0 15.588
TOTAL PROJECT FUND 519.60 9.87 33.14 77.58 200.07 140.42 58.53
WDT (ENGG.) WDT(Ag.) WDT(Vet.) WDT(Soc.)
SUB TOTAL (Natural Resource Management)
SUB TOTAL (VIII a,b,c) 19 %
CHAPTE VI Sapotra IWMP-V 6-6
ftys dk uke djkSyh
iapk;r lfefr dk uke liksVjk
tyxzg.k {ks= dk uke IWMP-Vdqy ykxr jkf'k tyxzg.k {ks= ls 519.60 yk[k
o fd;k tkus okyk izLrkfor {ks=Qy 4330 gSDVs;j
Ø- xfrfof/k dk uke ifjokjksa Name ofla- dh HkkSfrd ;wfuV W/s + HkkSfrd nj foRrh; HkkSfrd nj foRrh; Other
la[;k y{; Other y{; y{; y{; y{; Scheme
1 ekbØks m|e
A LIVE STOCKA.I. No. - 3795 No 5689 3795 0 5689 0A.H. Camp - 30 No 3000 30 0.01 3000 0eqxhZikyu 29 29 No 41000 0 0.00 28 1.50 41.00 Animal Hus.
eNyh ikyu 19 19 No 94000 0 0.00 19 5.00 940.00 Fisher
Lo;a lgk;rk lewg (R/F) 331 38 No 4.100 38 0.10 4100 0 0.10 0.00 WS
mPp f'k{kk 580 580 No 50.2 0 0.00 580 0.10 580.00 Social Welfare
rduhdh izf'k{k.k 2288 2288 No 228800 0 0.00 2288 0.10 228.80 Rudset
lkekftd lgk;rk 2275 2275 No 90020 0 0.00 2275 0.04 90.02 Social Welfare
i'kq chek ;kstuk 875 9750 No 40.5 0 0.00 9750 0.00 40.50 Animal Hus.
mi;ksx 6397 14979 0 453915 38 0.1 4100 14940 6.844 1920.32
Animal Husbandry Campa. Dewormer/anthelmentic, stomachic Medicines 40%b. Antibiotics/Life Saving Drugs 16%c. Analgesics Drugs 3%d. Antidiarhoeal, astringent, antibicat & B Complex 4%e. Medicines for infertility cases (Harmonas) 4%f. Medicines for first aid (Cotton Bandage, 12% Betadine Phenyl., Essential instruments etc.)h. Mineral mixture 21%
Total 100%
Expenditure of maximum Rs. 24000/- per camp for each 5000 watershed area :-I. Publicity Rs. 600/-II. Hiring of Vehicle/POL Rs. 2400/-III. Medicines/equipments Rs. 20000/-IV. Miscellaneous Rs. 1000/-
Total Rs. 24000/-
lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr IWMP-V tyxzg.k {ks= dh o"kZokj okf"kZd dk;Z ;kstuk
Total Target From W/S Other Scheme
S.No. Particulars Qty. Unit Rate Amount1 Supplying & fixing Solar Lights 25 Nos. 24109.00 602725.00
2 Construction of WHS with Waste wier
18 Nos. 42000.00 756000.00
3 Construction of Tanki & Khed 7 Nos. 70000.00 490000.00
4 Construction of Tanki 5 Nos. 46000.00 230000.00
Total 2078725.00
Abstract of Entry Point Activities
I. ADMINISTRATIVE COST (10%)Project Cost
519.6
((Honararium of Watershed Development Team, Secretary ofWC, Office Expenses, Jeep Hiring etc.) 51.960
II MONITORING (1%) 5.1960
III EVALUATION (1 %) 5.1960
62.3520
W/S PREPARATORY PHASE IV ENTRY POINT ACTIVITY (4 %)
(Solar Light,Water Harvesting Structure,Cause way,Safteywall etc.)
20.7840Estimate No. 1 to 4
V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.980
VI DETAILED PROJECT REPORT (1 %) 5.1960
51.9600
WATERSHED WORK PHASEVII NATURAL RESOURCE MANAGEMENT (NRM) (56%)
1 ARABLE CONSERVATION WORKi. Earthen Bund TYPE "A" meter 38539 49 18.88 Estimate No. 4
ii. Waste weir Nos 250 13900 34.75 Estimate No. 5iii. Gully Control Structure "A" Nos 35 10000 3.50 Estimate No. 26iv. Gully Control Structure "B" Nos 40 13300 5.32 Estimate No. 27v. Gully Control Structure "C" Nos 25 29000 7.25 Estimate No. 28
2 NON ARABLE CONSERVATION WORKi. PASTURE DEVLOPMENT hectare 20 33700 6.74 Estimate No. 11ii STAGGERED TRENCHES hectare 25 20500 5.13 Estimate No. 15
iii DIVERSION CHANNEL meter 694 162 1.12 Estimate No. 12iv WHS Type "A" Nos 35 68000 23.80 Estimate No. 13v WHS Type "B" Nos 32 111100 35.55 Estimate No. 14
vi LOOSE STONE CHECK DAM Nos 271 8100 21.95 Estimate No. 163 DRAINAGE LINE TREATMENT
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.85 Estimate No. 18ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.16 Estimate No. 17
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.94 Estimate No. 19iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.06 Estimate No. 20v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.70 Estimate No. 21
vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.65 Estimate No. 22vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.93 Estimate No. 23viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.34 Estimate No. 24ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.40 Estimate No. 29x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.94 Estimate No. 30
290.976 290.976VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS SORevolving fund to SHG Nos 142 25000 35.5
Revolving Fund to Individual Enterprises Nos 18 25000 4.5Grant in aid for SHG Federation Nos 4 169000 6.76
SUB TOTAL (I+II+III)
SUB TOTAL (IV+V+VI)
SUB TOTAL (Natural Resource Management)
CHAPTER -IV
ABSTRACT OF COST
S. N. NAME OF ACTIVITY Unit Qunatity Rate Amount (in lacs) Reference
CHAPTE VI Sapotra IWMP-V 6-3
S. N. NAME OF ACTIVITY Unit Qunatity Rate Amount (in lacs) Reference
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER)Animal Health Camps Nos 12 24000 2.88Provision of sand/pande Nos 4 45000 1.8Fodder demonstruction Nos 692 800 5.54
c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation)Demonstruction - Kharif Nos 720 3000 21.60 - Rabi Nos 450 2875 12.94Horticulture activity - Anar Nos 4 21915 0.88 - Guava Nos 3 36703 1.10 - Nimbu Nos 3 33622 1.01 - Papaya Nos 2 32100 0.64Vegetable minikit Nos 172 300 0.52Agro Forestry Nos 42 7300 3.07
98.7239IX CONSOLIDATED PHASE (3 %) 15.58800
GRAND TOTAL 519.60
S.No. Name of Department Amount1 MNREGS 290.97642 ANIMAL HUSBANDRY 10.223 SOCIAL WELFARE 46.754 Rudsel/ILFS -5 OTHERS 0.01126 HORTICULTURE 7.205357 AGRICULTURE 34.53758 FISHARIES DEPTT.
Grand Total 389.7005
WDT (ENGG.) WDT(Ag.) WDT(Vet.) WDT(Soc.)
SUB TOTAL (VIII a,b,c) 19 %
CHAPTE VI Sapotra IWMP-V 6-4
A. PROJECT FUND
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FINI. ADMINISTRATIVE COST (10%)
(Honararium of Watershed Development Team, Secretary of WC, OfficeExpenses, Jeep Hiring etc.) 51.960 0.5 10.292 10.292 10.292 10.292 10.292
II MONITORING (1%) 5.196 0 1.0392 1.039 1.039 1.039 1.039III EVALUATION (1 %) 5.196 0 0 1.732 1.732 1.732
62.3520 0.500 11.331 11.331 13.063 13.063 13.063W/S PREPARATORY PHASE
IV ENTRY POINT ACTIVITY (4 %)(Solar Light, Water Tank, Khel, Soak Pit, Handpump, Plateform,Safety Wall, Rain Water Harvesting Structure etc.)
20.7840 6.26 14.5240 0 0 0 0
V TRAININGS & CAPACITY BUILDING (ICB) 5 % 25.9800 0 5.196 5.196 5.196 5.196 5.196VI DETAILED PROJECT REPORT (1 %) 5.1960 3.11 2.0860 0.000 0 0 0
51.9600 9.370 21.806 5.196 5.196 5.196 5.196WATERSHED WORK PHASE
VII NATURAL RESOURCE MANAGEMENT (NRM) (56%)1 ARABLE CONSERVATION WORK
i. Earthen Bund TYPE "A"(SLOPE 0-1%) meter 38539 49 18.884 0.000 0.000 9635 4.72 9635 4.72 9635 4.72 9634 4.721ii. Waste weir TYPE "A" Nos 250 13900 34.750 0.000 0.000 63 8.688 63 8.688 63 8.688 61 8.688
iii. Gully Control Structure "A" Nos 35 10000 3.500 0.000 0.000 9 0.90 9 0.90 9 0.90 8 0.800iv. Gully Control Structure "B" Nos 40 13300 5.320 0.000 0.000 10 1.33 10 1.33 10 1.33 10 1.330v. Gully Control Structure "C" Nos 25 29000 7.250 0.000 0.000 7 2.03 6 1.74 6 1.74 6 1.740
2015-16FOURTH YEAR FIFTH YEAR
2012-13 2014-15SECOND YEAR
Qty. Total Amount
Unit Cost
UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR
SUB TOTAL (I+II+III)
SUB TOTAL (IV+V+VI)
CHAPTER -VANNUAL ACTION PLAN
THIRD YEAR2010-11 2013-14
CHAPTE VI Sapotra IWMP-V 6-5
FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN PHY FIN
2015-16FOURTH YEAR FIFTH YEAR
2012-13 2014-15SECOND YEAR
Qty. Total Amount
Unit Cost
UnitS. N. NAME OF ACTIVITY 2011-12FIRST YEAR FIRST YEAR THIRD YEAR
2010-11 2013-14
2 NON ARABLE CONSERVATION WORK 0 0.000 0.000 0.000 0 0.00 0 0.00 0 0.00 0 0.000i. PASTURE DEVLOPMENT hectare 20 33700 6.740 0.000 0.000 5 1.685 5 1.685 5 1.685 5 1.685ii STAGGERED TRENCHES hectare 25 20500 5.125 0.000 0.000 7 1.435 6 1.230 6 1.230 6 1.230
iii DIVERSION CHANNEL meter 694 162 1.124 0.000 0.000 174 0.281 174 0.281 174 0.281 174 0.281iv WHS Type "A" Nos 35 68000 23.800 0.000 0.000 9 6.120 9 6.120 9 6.120 8 5.440v WHS Type "B" Nos 32 111100 35.552 0.000 0.000 8 8.888 8 8.888 8 8.888 8 8.888
vi LOOSE STONE CHECK DAM Nos 271 8100 21.951 0.000 0.000 68 5.508 68 5.508 68 5.508 67 5.4273 DRAINAGE LINE TREATMENT 0 0.000
i. RETANING/SAFTY WALL 'A' Nos 2 42700 0.854 0.000 0.000 1 0.427 1 0.427ii. RETANING/SAFTY WALL 'B' Nos 2 58200 1.164 0.000 0.000 1 0.582 1 0.582
iii. RETANING/SAFTY WALL 'C' Nos 2 97100 1.942 0.000 0.000 1 0.971 1 0.971iv. RETANING/SAFTY WALL 'D' Nos 4 126600 5.064 0.000 0.000 1 1.266 1 1.266 1 1.266 1 1.266v. RETANING/SAFTY WALL 'E' Nos 4 217400 8.696 0.000 0.000 1 2.174 1 2.174 1 2.174 1 2.174
vi. MASONARY WATER HARVESTING STRUCTURE 'A' Nos 5 233000 11.650 0.000 0.000 2 4.660 1 2.330 1 2.330 1 2.330vii. MASONARY WATER HARVESTING STRUCTURE 'B' Nos 7 299000 20.930 0.000 0.000 2 5.980 2 5.980 2 5.980 1 2.990viii MASONARY WATER HARVESTING STRUCTURE 'C' Nos 7 462000 32.340 0.000 0.000 2 9.240 2 9.240 2 9.240 1 4.620ix. MASONARY WATER HARVESTING STRUCTURE 'D' Nos 5 528000 26.400 0.000 0.000 2 10.560 1 5.280 1 5.280 1 5.280x. MASONARY WATER HARVESTING STRUCTURE 'E' Nos 2 897000 17.940 0.000 0.000 1 8.970 1 8.970
290.976 0.000 0.000 36.3720 157.1271 97.4770 0.000VIII LIVELIHOOD/MICROENTERPRISES
a. LIVELIHOOD ACTIVIVITIES FOR ASSET LESS PERSON (Karigar, Tailoring, white Wash & Paint, Masala Udoyg, Bicycle, Mobile, Pottery, Ara Tari, Computer etc.)Revolving fund to SHG Nos 142 25000 35.5 55 13.75 55 14 55 13.75Revolving Fund to Individual Enterprises Nos 18 25000 4.5 7 1.75 7 2 7 1.75Grant in aid for SHG Federation Nos 4 169000 6.76 1 2.005 2 4.01 1 2.005
b. LIVESTOCK MANAGEMENT (A.I./ CAMP/OTHER) 0Animal Health Camps Nos 12 24000 2.88 5 1.2 4 0.96 4 0.96Provision of sand/pande Nos 4 45000 1.8 2 0.9 2 0.9 1 0.45Fodder demonstruction Nos 692 800 5.536 270 2.16 270 2.16 270 2.16
c. PRODUCTION SYSTEM (For Kharif, Rabi Season and for Horticulture Plantation) 0Demonstruction - Kharif Nos 720 3000 21.6 213 6.3900 213 6.3900 212 6.3600 212 6.3600 - Rabi Nos 450 2875 12.9375 134 3.8525 134 3.8525 134 3.8525 134 3.8525Horticulture activity - Anar Nos 4 21915 0.8766 2 0.44 1 0.22 1 0.22 1 0.22 - Guava Nos 3 36703 1.10109 1 0.366667 1 0.366667 1 0.366667 - Nimbu Nos 3 33622 1.00866 1 0.336667 1 0.336667 1 0.336667 - Papaya Nos 2 32100 0.642 1 0.32 1 0.32 0 0 0 0Vegetable minikit Nos 172 300 0.516 45 0.135754 45 0.135754 45 0.135754 44 0.132737Agro Forestry Nos 42 7300 3.066 12 0.875745 12 0.875745 12 0.875745 11 0.802766
98.724 0 0 24.681 24.681 24.681 24.681IX CONSOLIDATED PHASE (3 %) 15.588 0 0 0 0 0 15.588
TOTAL PROJECT FUND 519.60 9.87 33.14 77.58 200.07 140.42 58.53
WDT (ENGG.) WDT(Ag.) WDT(Vet.) WDT(Soc.)
SUB TOTAL (Natural Resource Management)
SUB TOTAL (VIII a,b,c) 19 %
CHAPTE VI Sapotra IWMP-V 6-6
S.No. Item Quantity Unit Rate Amount1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m
52.5 Cum 85.00 4462.50
3 Sowing of seed on bunds 300 Rm 0.59 177.00
4 Grass seedDhaman/Stylohemata 1 LS 40.00 40.00
4779.505 Contingency @ 3 % 143.39
4922.89Say 4923
49.00Per. M. Cost
(GKN BSR-2010 District Karauli)
ESTIMATE NO. 4
NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "A"
Cross section of bund - 0.525 sqm For length 100 M.
Grand Total
Sub Total
0.30
1.5:1
0.50
1.5:1
G.L G.L. 0.4 1.8
0.26
X-Section2.0
dz- la- bdkbZ nj lkexzh lfgr jkf'k
1
l[r] fpduh] dadj feêh esa
H.W. 1 6.00 2.50 3.00 45.000H.W.Ext. 2 5.00 2.50 3.00 75.000
S.W. 2 5.00 2.00 3.00 60.000T.W. 1 6.00 1.50 2.00 18.000Apron 1 6.00 3.50 1.00 21.000
219.000 ?ku QhV 92.00 570.596.202 ?ku eh- izfr ?kueh
2
iRFkj dh fxêh ds lkFk
H.W. 1 6.00 2.50 0.50 7.500H.W.Ext. 2 5.00 2.50 0.50 12.500
S.W. 2 5.00 2.00 0.50 10.000T.W. 1 6.00 1.50 0.50 4.500
34.500 ?ku QhV 2105.00 2056.670.977 ?ku eh- izfr ?kueh
3
lhesaV ctjh 1%6
H.W. 1 6.00 2.50 2.50 37.500
H.W.Ext. 2 5.00 2.50 2.50 62.500
S.W. 2 5.00 2.00 2.50 50.000
T.W. 1 6.00 1.50 1.50 13.500163.500 ?ku QhV 1456.00 6741.75
4.630 ?ku eh- izfr ?kueh
4
lhesaV ctjh 1%6
H.W. 1 6.00 2.00 0.750 9.000H.W.Ext. 2 5.00 2.00 1.350 27.000
S.W. 2 5.00 1.85 0.825 15.263T.W. 1 6.00 1.35 0.300 2.430
53.693 ?ku QhV 1574.00 2393.381.521 ?ku eh- izfr ?kueh
NAME OF WORK: CONSTRUCTION OF WASTE WEIR TYPE "A"
uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks
dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao
Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50
ehVj dh nwjh rd fuLrkj.k djukA
lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh@bZV
fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas
feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA
uhao rFkk dqlhZ es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1 % 3] 1
% 6 ;k 1 % 8 elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ
vkfnA
(GKN BSR-2010 District Karauli)
ESTIMATE NO. 5
dk;Z fooj.k
vf/kjpuk es iRFkj dh os j)k&<+ksdk lhesaV&ctjh 1 % 3] 1 % 6 ;k 1 % 8
elkys es] e; cxy dh f>jh cUn djuk rFkk rjkbZ vkfnA
4-
dz- la- bdkbZ nj lkexzh lfgr jkf'k
h Z s Z f h h Z s
dk;Z fooj.k
5
Apron 1 6.00 3.60 0.50 10.800 ?ku QhV 593.00 181.370.306 ?ku eh- izfr ?kueh
6
H.W. 1 6.00 2.00 12.000H.W.Ext. 2 5.00 2.00 20.000
S.W. 2 2.00 1.85 7.400T.W. 1 6.00 1.35 8.100
47.500 oxZ QhV 215.00 948.744.413 oxZ eh- izfr oxZ eh-
7
Apron 1 6.00 3.60 0.100 2.16 ?ku QhV 2578.00 157.700.061 ?ku eh- izfr ?kueh
8
20 eh- eh-
H.W. 1 2 rjQ 6.00 0.75 9.000H.W.Ext. 2 2 rjQ 5.00 1.35 27.000
S.W. 2 2 rjQ 2.00 0.83 6.600T.W. 1 2 rjQ 6.00 0.30 3.600
46.200 oxZ QhV 94.00 403.454.292 oxZ eh- izfr oxZ eh-
dqy 13453.659 vkdfLed O;; 3 izfr'kr :i;s 403.61
dqy :i;s 13857.25ekuk 13900.00
15 ls 30 ls-eh- eksVs] gFkksMs ls rjkls gq, ,dy iRFkj dh fifpax leLr
mBku ds lkFk] vkiwfÙkZ ds lkFkA
50 eh- eh- eksVkbZ esa lhesaV dadzhV 1%2%4 feJ.k ftlesa 1 lhesaV 2 ctjh
4 iRFkj dh ;k bZaV dh 12 - eh- ukHkh; fxV`Vh ds lkFk feykdj Mkyuk]
dwVuk] nckuk rFkk rjkbZ vkfn lesr A
lhesaV dkØhaV 1 lhesaV] 3 ctjh rFkk 6 fxêh iRFkj dh 20 fe-eh- ukeh;
eki dh uhao es Mkyuk ,uhdV ds fy,A
lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks
dqjsnus rFkk rjkbZ lesrA
4-
No. L W D T.Q. Labour Material Total Labour Material Total1 pjkxkg {ks= esa fM+p de cUM+ [kqnkbZ dk;Z dBksj feV~Vh esa CUM. 0 1000 1.2 1 1200.00 82 92 110400 0 110400
2 lrr dUVj V~zspst dk fuek.kZ ¼dBksj feV~Vh esa½ CUM. 0 6000 0.6 0.3 1080.00 82 92 99360 0 993603 [kM~Ms+ [kqnkbZ dk dk;Z & lrr dUVj V~zspst esa NO. 10 4000.00 6.8 6.8 27200 0 27200
?kkl cht cqokbZ dk dk;Z
¼v-½ Vz~sDVj }kjk gdkbZ dk;Z HA. 10.00 30 259 289 2890 2890KG. 90.00 10.43 10.43 938.7 0 938.7
¼l-½ ?kkl cht dks Qsykus dk dk;Z MD 15.00 73 73 1095 0 1095cht cqokbZ cuk;s xk;s fjt ij rhuksa ykbZuksa esa 0.00 0 0¼v-½ lrr dUVj V~zspst ds cUM+ ij ¼/kke.k@geSVk½ M. 0 6000 0 0 6000.00 0.59 0.59 3540 0 3540¼c-½ M+hlhch cUM+ ij ¼dsLVj]M+hch]jrutksr½ M. 2000 2000.00 0.59 0.59 1180 0 1180ikS/ks dk ifjogu ¼30 fdeh yhM+ ls½ e; yksfM+x o vuyksfM+x lfgr
& izFke o"kZNO. 4000 4000.00 1.35 1.35 5400 5400
ikS/ks dk ifjogu ¼30 fdeh yhM+ ls½ e; yksfM+x o vuyksfM+x lfgr
& f}rh; o"kZNO. 800 800.00 1.35 1.35 1080 1080
ikS/kkjksi.k djuk& lkekU; tehu ij ¼izFke o"kZ½ NO. 4000 4000.00 3.00 3 12000 0 12000ikS/kkjksi.k djuk& lkekU; tehu ij ¼f}rh; o"kZ½ 20 izfr'kr xsi
fQfyxaNO. 800 800.00 3.00 3 2400 0 2400
[kM~MkS+ dks fdVuk'kd@isLVhlkbZM+ ,oa QfVZykbZtj ls mipkj djuk NO. 0.00 0 0
¼v-½ fdVuk'kd@isLVhlkbZM+ NO. 4000 4000.00 0.3 0.30 1200 0 1200¼c-½ QfVZykbZtj NO. 4000 4000.00 0.15 0.15 600 0 600
9 ikS/ks dks ikuh fiykuk ¼15 yh- izfr ikS/kk½ & izFke o"kZ NO. 3 4000 12000.00 1.8 1.80 21600 0 21600
8
S.NO. ITEM OF WORK UNIT
400 X 0.45 X .45 X .45
6
7
NAME OF WORK: CONSTRUCTION OF PASTURE DEVELOPMENT WORK
ESTIMATE NO. 11
(GKN BSR-2010 District Karauli)
4
5
AMOUNTRATEDETAILS OF QUANTITY
No. L W D T.Q. Labour Material Total Labour Material TotalS.NO. ITEM OF WORK UNIT AMOUNTRATEDETAILS OF QUANTITY
10 ikS/kks dks fujkbZ xqM+kbZ 15 lseh xgjkbZ ,oa 45 lseh v)ZO;kl rd &
izFke o"kZNO. 1 4000 4000.00 1.2 1.20 4800 0 4800
11 ikS/kks gsrq ikuh dh lIykbZ ¼VSdj }kjk½ & Vz~SDVj e; Vsadj 4000 yh-
{kerk e; Mkz~bZoj ds & izFke o"kZTRIP. 3 15 45.00 225 225.00 0 10125 10125.00
lkekxzh dh ykxr & 0.00 0 0 0.00¼v-½ ikS/ks & izFke o"kZ NO. 4000 4000.00 2.5 2.50 0 10000 10000.00¼c-½ ikS/ks & f}rh; o"kZ NO. 800 800.00 2.5 2.50 0 2000 2000.00¼l-½ /kke.k?kkl cht KG. 60 60.00 150 150.00 0 9000 9000.00¼n-½ LVz~kbZyksesaVk cht KG. 40 40.00 50 50.00 0 2000 2000.00¼;-½ dsLVj lhM+ KG. 7 7.00 100 100.00 0 700 700.00¼y-½ jrutksr cht KG. 7 7.00 100 100.00 0 700 700.00¼o-½ ns'kh ccwy cht KG. 7 7.00 50 50.00 0 350 350.00¼j½ ;wfj;k@oehZ dEiksLV [kkn BAG 10 10.00 300 300.00 0 3000 3000.00¼g-½ ,yfM+Zu nok LTR. 10 10.00 250 250.00 0 2500 2500.00
286313.7 49745 336058.7
Rs /-
12
TOTAL33700SAY COST PER HACT.
DESIGN OF SEMI PUCCA BUND
Block - A
Elevation differenceSlope = x 100
Horizental length
S = 24 1001750
S = 1.37 %S 2
V.I = 3 x 0.3
V.I = 0.74 m H.I = 55 m
Height of bund =Re xV.I Re = 10 cm
50 V. I =0.74 m
H = 0.38 m SAY 0.40 m ,Free board = 0.35 m Total height = 0.75 m
Bl k B & CBlock B & C
Total height = 0.75 m
S.no. Item Quantity Unit Rate Amount1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m
180 Cum 85.00 15300.00
3 Sowing of seed on bunds 500 Rm 0.59 295.00
4 Grass seedDhaman/Stylohemata 1 LS 40.00 40.00
15735.005 Contingency @ 3 % 472.05
16207.05Say 16207
162.00
For length 100 M.
ESTIMATE NO. 12
NAME OF WORK: CONSTRUCTION OF DIVERSION CHANNEL CUM BUND
Cross section of Channel - 1.80 sqm (GKN BSR-2010 District Karauli)
Grand Total
Sub Total
Per. M. Cost
2 X(BOTH SIDE BUND)
G.L. 0.4. 1.2
X-Section0.9
2.1
(GKN BSR-2010 District Karauli)Assumptions:
C. I. =5 MTS No. of trenches per ha = 125 NosSize of trenches = 4x0.60x0.45m = 1.08 Cum
S.No. Item Quantity Unit Rate Amount1 Lay out of trenches
2*125*4 1000.00 Mtr 0.17 170.002 Dag belling 2.5 to 5 cm deep
2*125*4 1000.00 Mtr 0.25 250.003 Excavation in dry or moist including disposal
of excavated material within initial lead of50mtr and lift 1.5 mtrincluding dressing etccomplete in ordinary murram 135.00 Cum 134.00 18090.00
4 Labour charges of sowing of Dhaman / Stylo-Hameta / Karad grass seed on contourfurrow in three rows 1500.00 Rmt 0.59 885.00
5 Cost of Dhaman / Stylo-Hameta / Karadgrass seed @8kg/ha 8.00 Per Kg/Ha 60.00 480.00
19875.006 Contingency @ 3 % 596.25
TOTAL 20471.25
Say Rs. 20500 per Ha
ESTIMATE NO. 15
NAME OF WORK: CONSTRUCTION OF STAGGERED TRENCHES IN NON ARABLE LAND FOR HILLY AREAS
Sub Total
Mkx csfyax 2-5 ls 5 lseh xgjkbZ
210.00 0.25 52.50ehVj izfr ehVj
feV~Vh dk dk;Z cU/k esa ¼lq[kh ;k xhyh½ 15 lseh -
dh ijr esa fcNkuk] <syksa dks rksM+uk] ?kkl ikr
chudj vyx djuk rFkk fe~Vh dh Mªsflax djuk] 1-
5 eh- mBku rFkk 50 eh- nwjh ds fy;s] dBksj feV~Vh
esa
1256.06 85.00 106765.10?ku ehVj izfr ?kuehVj
cht cqokbZ cuk;s x;s fjt ij ¼3 ykbZu esa½
210.00 0.59 123.90ehVj izfr ehVj
10 lseh nwjh ij ¼4 ls 5 LyhIl ,d txg½
okufLird vojks/k LFkkfir djuk] ewatk@[kl
LyhIl] izqfuax ,oa lsijsfVax dk;Z
280.00 0.525 147.00
ek=k nj jkf'k
1
3 x yackbZ
Øa-la- fooj.k
2
70x(2.40+10.65)/2x2.75
3
3xyackbZ
4
4xyackbZ
(GKN BSR-2010 District Karauli)
ESTIMATE NO. 14
NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "B"
ehVj izfr ehVj
ehVj izfr ehVj
ehVj izfr ehVj
yk[k LyhIl izfr yk[k LyhIl
0.50 45.00 22.50fdxzk izfr fdxzk
107825.63vkdfLed O;; 3 izfr'kr 3234.77
111060.40111100.00
2.40 Mtr.
280.00 0.308 86.24
5 IykfVax ,oa Msªflax dk;Z
0.14
280.00 1.425
1638.500 229.39
8 cht dh ykxr
399.00
6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk
;ksx
9
dqy ;ksx
ekuk
7 izkd`frd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk
dk;Z
1.5:1
2.75 Mtr.
1.5:1
G.L
10.65 Mtr.
Mkx csfyax 2-5 ls 5 lseh xgjkbZ
150.00 0.25 37.50ehVj izfr ehVj
feV~Vh dk dk;Z cU/k esa ¼lq[kh ;k xhyh½ 15 lseh - dh
ijr esa fcNkuk] <syksa dks rksM+uk] ?kkl ikr chudj
vyx djuk rFkk fe~Vh dh Mªsflax djuk] 1-5 eh-
mBku rFkk 50 eh- nwjh ds fy;s] dBksj feV~Vh esa
767.00 85.00 65195.00?ku ehVj izfr ?kuehVj
cht cqokbZ cuk;s x;s fjt ij ¼3 ykbZu esa½
150.00 0.59 88.50ehVj izfr ehVj
10 lseh nwjh ij ¼4 ls 5 LyhIl ,d txg½
okufLird vojks/k LFkkfir djuk] ewatk@[kl LyhIl]
izqfuax ,oa lsijsfVax dk;Z
200.00 0.525 105.00
ESTIMATE NO. 13
NAME OF WORK: CONSTRUCTION OF WATER HARVESTING STRUCTURE IN NON ARABLE TYPE "A"
2
50x(2+9.8)x2.60
3
3xyackbZ
4
4xyackbZ
(GKN BSR-2010 District Karauli)jkf'k
1
3 x yackbZ
Øa-la- fooj.k ek=k nj
ehVj izfr ehVj
ehVj izfr ehVj
ehVj izfr ehVj
yk[k LyhIl izfr yk[k LyhIl
0.30 45.00 13.50fdxzk izfr fdxzk
65949.95vkdfLed O;; 3 izfr'kr 1978.50
67928.4568000.00
2.00 Mtr.
;ksx
285.00
6 bUlsDVhlkbM@isLVhlkbM ls mipkj djuk 200.00 0.308 61.60
1.425
9
dqy ;ksx
ekuk
7 izkd`frd L=ksr ls ewatk@[kl LyhIl m[kkM+us dk
dk;Z
0.10
8 cht dh ykxr
1638.500 163.85
5 IykfVax ,oa Msªflax dk;Z 200.00
1.5:1
2.60 Mtr.
1.5:1
G.L
9.80 Mtr.
Øekad % fnukad %
rduhdh Lohd`fr Ø- la- o o"kZ -----------------------------------------
;kstuk dk uke & ----------------------------- ;kstuk ds vUrxZr fuEu dk;ksZa dh rduhdh Lohd`fr ,rn~ }kjk iznku
dh tkrh gSA
1- dk;Z dk uke % is;ty Vadh ,oa i'kq [ksM fuekZ.k
2- xzke % #REF! xzke iapk;r % #REF! ia- la- % Sapotra
3- okf"kZd dk;Z ;kstuk Øe la[;k%
4- iz'kklfud Lohdf̀r Øekad % #REF! fnukad #REF! jkf'k #REF!
5- dk;Z iw.kZ gksus dh vuqekfur vof/k % 2 ekg
6- Lohd`fr jkf'k ifjf'k"B & 6 esa vafdr ykxr vuqeku ds vuqlkj
v- Je ?kVd % udn jkf'k :I;s 13450 xsagw dh ek=k 0 xsagw dh jkf'k :- 0
dqy Je jkf'k 13450
c- lkexzh ?kVd % :I;s 56550
dqy jkf'k ¼v $ c½ % 70000 yk[k
gLrk{kj l{ke vf/kdkjh
Øekad % fnukad
1- Lohd`frdrkZ vf/kdkjh eq[; dk;Zdkjh vf/kdkjh ¼xzkeh.k fodkl izdks"B½ djkSyh dks iz'kklfud Lohdf̀r vkns'k
Øekad #REF! fnukad #REF! ds lanHkZ esa layXu rduhdh Lohdqfr e; rdehus dh izfrA
2- dk;Zdkjh laLFkk xzke iapk;r 0 AlayXu rduhdh Lohd`fr e; rdehus dh izfrA
3- fodkl vf/kdkjh] iapk;r lfefr] liksVjkA
gLrk{kj l{ke vf/kdkjh
dk;kZy; ftyk ifj"kn] ¼xzkeh.k fodkl izdks"B½] djkSyh
rduhdh Lohd`fr ¼u;s dk;ksZa ds fy,½
;g izekf.kr fd;k tkrk gS fd bl dk;Z dk vuqeku xzkeh.k dk;Z funsZf'dk] 2010 dh nj vuqlwph fnlEcj&2011 ds izko/kkuksa
ds vuqlkj cuk;k x;k gSA ekufp= esa fn;s ifjek.kksa dks /;ku esa j[krs gq, ;FkkZr esa x.kuk dj ek=k fudkyh gS] fo'ks"k fooj.k
rFkk njksa dh lR;rk dks tkap fy;k x;k gSA izLrko ds fufnZ"V fl)kar] cukoV dh Bkslrk ,oa dk;Z dh mi;ksfxrk dks dk;Z
LFky dk fujh{k.k dj] fuekZ.k dh lEHkkouk dks lqfuf'pr dj fy;k x;k gSA
Name of Work
Inner Dia 7.00 Ft. Outer Length 22.00 Ft.
Outer Dia 8.50 Ft. Outer Width 3.50 Ft.
Height 12.00 Ft. Height 2.50 Ft.
Depth of found. 2.00 Ft.
S. Particular No. Length Width H / D Qty. unit
1
Excavation of earth work for foundation
& trench in hard soil
Khed 2 25.0 2.0 2 200 C.Ft.
2 2.5 2.0 2 20 C.Ft.
Tank 0.785 8.5 8.5 2 113.4325 C.Ft.
Total Qty. 333.4325 C.Ft.
Or 9.44 Cu.M
2 R.R. Stone masonary for foundation &
plinth in cement sand mortar (1:6)Cu.M.
Khed 2 25.0 2.0 2.0 200.00 C.Ft.
2 2.5 2.0 2.0 20.00 C.Ft.
2 24.0 1 2.5 120.00 C.Ft.
2 3.5 1 2.5 17.50 C.Ft.
Platform 3.14 12.0 1 2.0 75.36 C.Ft.
Total Qty. 432.86 C.Ft.
Or 12.26 Cu.M.
3 Steel or Ply shuttering etc. complete 3.14 7.0 12.0 263.76 Sq.Ft.
3.14 8.5 12.0 320.28 Sq.Ft.
Total Qty. 584.04 Sq.Ft.
Or 54.28 Sq.M
4 Providing and laying cement concrete (1:2:4)
with 12 mm crusher broken grit3.14 7.8 0.75 12.0 219.02 C.Ft.
Or 6.20 Cu.M
5 20 mm thick cement sand plaster on
new surface (1:6)3.14 7.0 10.0 219.8 Sq.Ft.
3.14 8.5 10.0 266.9 Sq.Ft.
2 22.0 2.5 110 Sq.Ft.
2 3.5 2.5 17.5 Sq.Ft.
2 24.0 2.5 120 Sq.Ft.
2 5.5 2.5 27.5 Sq.Ft.
Total Qty. 761.7 Sq.Ft.
Or 70.79 Sq.M
6 Dry Stone Kharanja under floor 0.785 7.0 7.0 0.75 28.84875 C.Ft
3.14 12.0 2.0 0.75 56.52 C.Ft
1 22.0 3.5 0.75 57.75 C.Ft
Total Qty. 143.12 C.Ft
Or 4.05 Cu.M
7 50 mm thick C.C. Flooring (1:2:4) 143.87 Sq.Ft.
Or 13.37 Sq.M
8 Supply and laying steel reinforcement LS LS
9 Supply and fixing pipes, tapes LS LS
is;ty Vadh ,oa i'kq [ksM fuekZ.k
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Detailed Estimate Tank & Khed
For Tank For Khed
Name of Work
Gram Panchayat :--- Scheme:
Rate Amount Rate Amount
1
Excavation of earth work for foundation
& trench in hard soil9.44 Cu.M 92 868.6408 92 868.641 0
2 R.R. Stone masonary for foundation &
plinth in cement sand mortar (1:6)12.26 Cu.M 1999.00 24502.18 317.55 3892.28 20609.9
3 Steel or Ply shuttering etc. complete 54.28 Sq.M 84.00 4559.42 26.25 1424.82 3134.601
4Providing and laying cement concrete
(1:2:4) with 12 mm crusher broken grit6.20 Cu.M 3524.00 21855.17 410.00 2542.74 19312.43
5 20 mm thick cement sand plaster on
new surface (1:6)70.79 Sq.M 101 7149.786 39.6 2803.28 4346.504
6 Dry Stone Kharanja under floor 4.05 Cu.M 629 2549.128 130.5 528.873 2020.255
7 50 mm thick C.C. Flooring (1:2:4) 13.37 Sq.M 233.00 3115.37 76.00 1016.17 2099.2
8Supply and laying steel reinforcement 86.00 Kg. 55.00 4730.00 4.35 374.10 4355.9
9 Supply and fixing pipes, tapes 700 700
Grand Total 70029.7 13450.9 56578.79
Or Say 70000 13450 56550
is;ty Vadh ,oa i'kq [ksM fuekZ.k
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Abstract of Cost for Tank & KhedComplete Item Labour Charges Material
ChargesS. Particular Qty Unit
Name of Work is;ty Vadh ,oa i'kq [ksM fuekZ.k
Gram Panchayat :--- Scheme :
Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty.
1
Excavation of earth work for
foundation & trench in hard soil9.44 Cu. M 0 0 0 0 0
2R.R. Stone masonary for foundation
& plinth in cement sand mortar (1:6)12.26 Cu.M 1.4 17.16 0.3 3.6772 1 12.257 0 0
3Steel or Ply shuttering etc. complete 54.279 Sq.M 0 0 0 0 0
4 Providing and laying cement
concrete (1:2:4) with 12 mm crusher
broken grit6.20 Cu.M 5.84 36.219 0.41 2.5427 0 0.82 5.0855 0
5 20 mm thick cement sand plaster on
new surface (1:6)70.79 Sq.M 0.1162 8.2258 0.024 1.699 0 0 0
6 Dry Stone Kharanja under floor 4.0527 Cu.M 0 0 1.1 4.4579 0 0
7 50 mm thick C.C. Flooring (1:2:4) 13.371 Sq.M 0.312 4.1717 0.022 0.2942 0 0.045 0.6017 0
Supply and laying steel
reinforcement16
Kg.Supply and fixing pipes, tapes 5
Nos.
Total 65.776 8.213 16.715 5.6872
Cement 66 Bags Sand 9 Cu. M. Stone 17 Cu. M.
Aggregate 6 Cu. M. Dasa 0 Sq.M
Stone Cu. M Aggregate Other
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Requirement of Material
S. Particular Qty UnitCement in Bags Sand in Cu.M.
Øekad % fnukad %
rduhdh Lohdf̀r Ø- la- o o"kZ -----------------------------------------
;kstuk dk uke & Vh,Q-lh- ;kstuk ds vUrxZr fuEu dk;ksZa dh rduhdh Lohdf̀r ,rn~ }kjk iznku
dh tkrh gSA
1- dk;Z dk uke % is;ty Vadh fuekZ.k
2- xzke % 0 xzke iapk;r % 0 ia- la- % Karauli
3- okf"kZd dk;Z ;kstuk Øe la[;k%
4- iz'kklfud Lohdf̀r Øekad % fnukad jkf'k 0.50 Lacs
5- dk;Z iw.kZ gksus dh vuqekfur vof/k % 6 ekg
6- Lohdf̀r jkf'k ifjf'k"B & 6 esa vafdr ykxr vuqeku ds vuqlkj
v- Je ?kVd % udn jkf'k :I;s 8600 xsagw dh ek=k 0 xsagw dh jkf'k :- 0
dqy Je jkf'k 8600
c- lkexzh ?kVd % :I;s 37400
dqy jkf'k ¼v $ c½ % 46000 yk[k
gLrk{kj l{ke vf/kdkjh
Øekad % fnukad
1- Lohdf̀rdrkZ vf/kdkjh eq[; dk;Zdkjh vf/kdkjh ¼xzkeh.k fodkl izdks"B½ djkSyh dks iz'kklfud Lohdf̀r vkns'k
Øekad fnukad ds lanHkZ esa layXu rduhdh Lohdqfr e; rdehus dh izfrA
2- dk;Zdkjh laLFkk xzke iapk;r 0 AlayXu rduhdh Lohdf̀r e; rdehus dh izfrA
3- fodkl vf/kdkjh] iapk;r lfefr] djkSyh
gLrk{kj l{ke vf/kdkjh
dk;kZy; xzke iapk;r] eklyiqj] ia-l- djkSyh
rduhdh Lohdf̀r ¼u;s dk;ksZa ds fy,½
;g izekf.kr fd;k tkrk gS fd bl dk;Z dk vuqeku xzkeh.k dk;Z funsZf'dk] 2010 dh nj vuqlwph fnlEcj&2011 ds izko/kkuksa ds
vuqlkj cuk;k x;k gSA ekufp= esa fn;s ifjek.kksa dks /;ku esa j[krs gq, ;FkkZr esa x.kuk dj ek=k fudkyh gS] fo'ks"k fooj.k rFkk
njksa dh lR;rk dks tkap fy;k x;k gSA izLrko ds fufnZ"V fl)kar] cukoV dh Bkslrk ,oa dk;Z dh mi;ksfxrk dks dk;Z LFky dk
fujh{k.k dj] fuekZ.k dh lEHkkouk dks lqfuf'pr dj fy;k x;k gSA
Name of Work
Gram
Gram Panchayat :--- Scheme:
Inner Dia 8.00 Ft. Outer Length 0.00 Ft.
Outer Dia 9.50 Ft. Outer Width 0.00 Ft.
Height 10.00 Ft. Height 0.000 Ft.
Thickness 0.75 Ft. Depth of found. 0.00 Ft.
Width of Chabutra 3.00 Ft.
S. Particular No. Length Width H / D Qty. unit
1
Excavation of earth work for foundation
& trench in hard soil
Tank 3.14 8.75 0.75 1.5 30.91 C.Ft.
Chabutra 3.14 12.50 1.50 1.5 88.31 C.Ft.
Total Qty. 119.22 C.Ft.
Or 3.38 Cu.M
2 R.R. Stone masonary for foundation &
plinth in cement sand mortar (1:6)Cu.M.
Chabutra 3.14 12.5 1.5 1.5 88.31 C.Ft.
3.14 12.5 1 1.0 39.25 C.Ft.
Total Qty. 127.56 C.Ft.
Or 3.61 Cu.M.
3 Steel or Ply shuttering etc. complete 3.14 8.0 10.0 251.20 Sq.Ft.
3.14 9.5 10.0 298.30 Sq.Ft.
Total Qty. 549.50 Sq.Ft.
Or 51.07 Sq.M
4Providing and laying cement concrete
(1:2:4) with 12 mm crusher broken grit3.14 8.8 0.75 10.0 206.06 C.Ft.
Or 5.84 Cu.M
5 20 mm thick cement sand plaster on
new surface (1:6)3.14 8.0 8.5 213.52 Sq.Ft.
3.14 9.5 8.5 253.56 Sq.Ft.
Chabutra 3.14 15.5 1.0 48.67 Sq.Ft.
Total Qty. 515.75 Sq.Ft.
Or 47.93 Sq.M
6 Dry Stone Kharanja under floor 0.785 8.0 8.0 0.75 37.68 C.Ft
3.14 12.5 2.0 0.75 58.88 C.Ft
Total Qty. 96.56 C.Ft
Or 2.73 Cu.M
7 50 mm thick C.C. Flooring (1:2:4) 128.74 Sq.Ft.
Or 11.96 Sq.M
8Supply and laying steel reinforcement LS LS
9 Supply and fixing 32mm pipe LS
is;ty Vadh fuekZ.k
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Detailed Estimate Tank
For Tank For Khed
Name of Work
Gram Panchayat :--- Scheme:
Rate Amount Rate Amount
1
Excavation of earth work for foundation
& trench in hard soil3.38 Cu.M 92 310.5906 92 310.591 0
2 R.R. Stone masonary for foundation &
plinth in cement sand mortar (1:6)3.61 Cu.M 1999.00 7220.72 317.55 1147.04 6073.674
3 Steel or Ply shuttering etc. complete 51.07 Sq.M 84.00 4289.78 26.25 1340.56 2949.222
4Providing and laying cement concrete
(1:2:4) with 12 mm crusher broken grit5.84 Cu.M 3524.00 20562.66 410.00 2392.36 18170.3
5 20 mm thick cement sand plaster on
new surface (1:6)47.93 Sq.M 101 4841.101 39.6 1898.09 2943.006
6 Dry Stone Kharanja under floor 2.73 Cu.M 629 1719.768 130.5 356.804 1362.964
7 50 mm thick C.C. Flooring (1:2:4) 11.96 Sq.M 233.00 2787.77 76.00 909.316 1878.455
8Supply and laying steel reinforcement 70 Kg. 55.00 3850.00 4.35 304.5 3545.5
9 Supply and fixing 32mm pipe 0 Mtr. 193 0.00 0.00 0 0
10 Supply and fixing pipes, tapes 420 420
Total 46002 8659 37343
Say 46000 8600 37400
is;ty Vadh fuekZ.k
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Abstract of Cost for Tank Complete Item Labour Charges Material
ChargesS. Particular Qty Unit
Name of Work is;ty Vadh fuekZ.k
Gram Panchayat :--- Scheme :
Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty. Per Unit Qty.
1
Excavation of earth work for
foundation & trench in hard soil3.38 Cu. M 0 0 0 0 0
2R.R. Stone masonary for foundation
& plinth in cement sand mortar (1:6)3.61 Cu.M 1.4 5.057 0.3 1.0836 1.1 3.9734 0 0
3Steel or Ply shuttering etc. complete 51.069 Sq.M 0 0 0 0 0
4 Providing and laying cement
concrete (1:2:4) with 12 mm crusher
broken grit5.84 Cu.M 5.84 34.077 0.41 2.3924 0 0.82 4.7847 0
5 20 mm thick cement sand plaster on
new surface (1:6)47.932 Sq.M 0.1162 5.5697 0.024 1.1504 0 0 0
6 Dry Stone Kharanja under floor 2.7341 Cu.M 0 0 1.1 3.0075 0 0
7 50 mm thick C.C. Flooring (1:2:4) 11.965 Sq.M 0.312 3.733 0.022 0.2632 0 0.045 0.5384 0
Supply and laying steel
reinforcement16
Kg.Supply and fixing pipes, tapes 5
Nos.
Total 48.436 4.8896 6.9809 5.3231
Cement 49 Bags Sand 5 Cu. M. Stone 7 Cu. M.
Aggregate 6 Cu. M. Dasa 0 Sq.M
Aggregate Other
OFFICE OF THE PANCHAYAT SAMITI, KARAULI, DISTT. KARAULI
Requirement of Material
S. Particular Qty UnitCement in Bags Sand in Cu.M. Stone Cu. M
Ø-la- ok-dk- ;ks-
Ø-
dk;ksZa ds uke xzke xzke iapk;r Je lkexzh ;ksx
1 2 3 4 5 6 7 8
1 1226001 rykbZ xgjkbZ e; lqj{kk nhokj gfjuxj fdjkMh fdjkMh gkMkSrh 1.80 1.20 3.00
2 1226002 ,fudV fuekZ.k gfjuxj fdjkMh fdjkMh gkMkSrh 6.00 4.00 10.00
3 1226003 rykbZ xgjh djkuk fdjkMh fdjkMh gkMkSrh 1.80 1.20 3.00
4 1226004 [kjatk e; lh0lh0 jksM+ fuekZ.k guqekuth ds LFkku ls
jkeds”k ehuk ds edku rd fdjkMh
fdjkMh gkMkSrh 4.80 3.20 8.00
5 1226005 uohu rykbZ fuekZ.k th0 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
6 1226006 uohu rykbZ fuekZ.k e; lqj{kk nhokj >kSiMh gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
7 1226007 uohu rykbZ fuekZ.k e; lqj{kk nhokj MkWxMk &1 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
8 1226008 uohu rykbZ fuekZ.k e; lqj{kk nhokj MkWxMk &2 gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
9 1226009 uohu rykbZ fuekZ.k e; lqj{kk nhokj iokjiqjk gkMkSrh gkMkSrh gkMkSrh 1.20 0.80 2.00
10 1226010 uohu rykbZ fuekZ.k e; lqj{kk nhokj paspMk gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
11 1226011 uohu rykbZ fuekZ.k e; lqj{kk nhokj dkaVMk gkMkSrh gkMkSrh gkMkSrh 1.80 1.20 3.00
12 1226012 ukyk mipkj oS|ks dss ikl gkMkSrh gkMkSrh gkMkSrh 3.00 2.00 5.00
13 1226013 [kjatk e; lh0lh0 jksM+ fuekZ.k o ukyk fuekZ.k cSjck
cLrh ls jktho xka/kh lasok dsUnz rd gkMkSrh
gkMkSrh gkMkSrh 4.80 3.20 8.00
14 1226014 [kjatk e; lh0lh0 jksM+ fuekZ.k os|ks ds edku ls pspMk
?kkV rd gkMkSrh
gkMkSrh gkMkSrh 4.80 3.20 8.00
15 1226015 [kjatk e; lh0lh0 jksM+ fuekZ.k eSu cktkj x.ks”k eafnj
ls jktho xka/kh lsok dsUnz rd gkMkSrh
gkMkSrh gkMkSrh 4.80 3.20 8.00
16 1226016 xzsoy lMd eSu jksM ls MkWxMk &1 unh rd gkMkSrh gkMkSrh gkMkSrh 3.00 2.00 5.00
17 1226017 xzsoy lMd eSu jksM ls MkWxMk &2 unh rd gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00
18 1226018 xzsoy lMd jgenhu yqgkj ds edku ls unh rd
gkMkSrh
gkMkSrh gkMkSrh 3.60 2.40 6.00
19 1226019 xzsoy lMd dksyh ?kkVk ls dkVMk unh rd gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00
20 1226020 xzsoy lMd xqtZj >kSaiMh ls Qrsgiqj es<sa ij gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00
21 1226021 ,fudV fuekZ.k xqtZj >kSiMh Qrsgiqj es<sa ij gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00
22 1226022 [kjatk e; lh0lh0 jksM+ fuekZ.k gkMkSrh ls cukl unh
rd
gkMkSrh gkMkSrh 3.60 2.40 6.00
23 1226023 lhlh jksM fuekZ.k eSu cktkj x.ks'k eafnj ls nsoh ds
eafnj rd gkMkSrh
gkMkSrh gkMkSrh 2.00 3.00 5.00
24 1226024 iqfy;k fuekZ.k eksjsy unh gkMkSrh gkMkSrh gkMkSrh 3.60 2.40 6.00
25 1226025 iqfy;k fuekZ.k MkaxMk dkVMk ds chp unh ij gkMkSrh gkMkSrh 3.60 2.40 6.00
26 1226026 iqfy;k fuekZ.k ,dV dh lhek ij gkMkSrh gkMkSrh gkMkSrh 4.22 2.82 7.04
27 1226027 ,fudV fuekZ.k unh ij x<h dk xkao x<h dk xkao gkMkSrh 3.60 2.40 6.00
28 1226028 uohu rykbZ fuekZ.k th0 x<h dk xkao x<h dk xkao gkMkSrh 1.80 1.20 3.00
Table 7. egkRek xka/kh ujsxk ;kstukUrxZr okf"kZd dk;Z ;kstuk o"kZ 2012&13
Ø-la- ok-dk- ;ks-
Ø-
dk;ksZa ds uke xzke xzke iapk;r Je lkexzh ;ksx
1 2 3 4 5 6 7 8
29 1226029 [kajtk e; lh0lh0 jksM+ fuekZ.k eSu jksM eafnj ls unh
rd
x<h dk xkao gkMkSrh 3.60 2.40 6.00
30 1226030 xzsoy lMd eSu jksM ls Jhiqjk cSjck cLrh rd x<h dk xkao gkMkSrh 3.60 2.40 6.00
31 1226031 xq:n;ky@jkedY;k.k cSjck oxZ ,llh chih,y
tkWcdkMZ ua0 77 dk;Z & leryhdj.k [kljk ua0 o
jdok
fdjkMh gkMkSrh 0.90 0.60 1.50
32 1226032 cnzh @fxjkZt ehuk oxZ ,lVh chih,y tkWcdkMZ ua0
137 dk;Z & leryhdj.k [kljk ua0 o jdok
fdjkMh gkMkSrh 0.90 0.60 1.50
33 1226033 ?kelw@gfj ehuk oxZ ,lVh chih,y tkWcdkMZ ua0 142
dk;Z & ckxokuh [kljk ua0 o jdok
fdjkMh gkMkSrh 0.90 0.60 1.50
34 1226034 ckcwyky@ewM~;k ehuk oxZ ,lVh chih,y tkWcdkMZ ua0
81 dk;Z & es< caUnh [kljk ua0 o jdok
fdjkMh gkMkSrh 0.90 0.60 1.50
35 1226035 _f’kds”k @jkeyky /kksch oxZ vkschlh chih,y
tkWcdkMZ ua0 70 dk;Z & leryhdj.k [kljk ua0 o
jdok 242@10
fdjkMh gkMkSrh 0.90 0.60 1.50
36 1226036 ewM~;k@gjukjk;.k xqtZj oxZ vkschlh chih,y tkWcdkMZ
ua0 558 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
37 1226037 jkef[kykMh@dUgS;k xqtZj oxZ vkschlh chih,y
tkWcdkMZ ua0 41 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
38 1226038 enuyky@lqtZu xqtZj oxZ vkschlh chih,y tkWcdkMZ
ua0 39 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
39 1226039 enuyky@lqtZu xqtZj oxZ vkschlh chih,y tkWcdkMZ
ua0 39 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
40 1226040 jkejkt@dkuk xqtZj oxZ vkschlh chih,y tkWcdkMZ
ua0 45 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
41 1226041 jkeflg@xksnk xqtZj oxZ vkschlh chih,y tkWcdkMZ ua0
3 dk;Z & es< caUnh [kljk ua0 o jdok 974@35
gkMkSrh gkMkSrh 0.90 0.60 1.50
42 1226042 de:@xqykc ukbZ oxZ vkschlh chih,y tkWcdkMZ ua0
107 dk;Z & leryhdj.k [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
43 1226043 nsohyky@eFkqjk ukbZ oxZ vkschlh chih,y tkWcdkMZ
ua0 387 dk;Z & es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
44 1226044 jes'kpan@ctjaxk ukFk oxZ vkschlh chih,y tkWcdkMZ
ua0 109 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
45 1226045 xqM~Mhnsoh@cnzhyky ukFk oxZ vkschlh chih,y
tkWcdkMZ ua0 108 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
Ø-la- ok-dk- ;ks-
Ø-
dk;ksZa ds uke xzke xzke iapk;r Je lkexzh ;ksx
1 2 3 4 5 6 7 8
46 1226046 len [kka@xqYyk [kka oxZ vnj tkWcdkMZ ua0 175 dk;Z
& es< caUnh [kljk ua0 o jdok
gkMkSrh gkMkSrh 0.90 0.60 1.50
47 1226047 jkts'kiky@fotsUnz iky oxZ vnj chih,y tkWcdkMZ
ua0 33 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
48 1226048 fouksniky@lqjsUnz iky oxZ vnj chih,y tkWcdkMZ ua0
31 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
49 1226049 fjrw jktiky@;qojkt iky oxZ vnj chih,y tkWcdkMZ
ua0 84 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
50 1226050 izgykn@xqykc pan “kekZ oxZ vnj chih,y tkWcdkMZ
ua0 26 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
51 1226051 eqFkjkflg@”;ksukFkflg oxZ vnj chih,y tkWcdkMZ
ua0 23 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
52 1226052 yM~Mwyky@xqykcpan “kekZ oxZ vnj chih,y tkWcdkMZ
ua0 6 dk;Z & es< cUnh [kljk ua0 o jdok
x<h dk xkao gkMkSrh 0.90 0.60 1.50
Total 120.22 84.82 200.04
O;olk;
izLrkouk
cktkj laHkkouk
foRrh; igyw 1 izf'k{k.k O;oLFkk ¼5 izf'k{k.kkFkhZ½
1 ekLVj Vªsuj 500@& fnu 15 fnol gsrq 7500.00
2 fuekZ.k lkexzh tks izf'k{k.k ds nkSjku mi;ksx gksxh 5000.00
3 vkokl ,oa Hkkstu O;oLFkk 150@& izfr O;fDr 11250.00
2 LFkkbZ ykxr
1 Vwy fdV 2500@& izfr O;fDr 12500.00
36250.00
O;olk;
izLrkouk
cktkj laHkkouk
izf'k{k.k
vko';drk
foRrh; igyw 1 izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½
1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 7500.00
2 ekLVj Vªsuj :- 500@& fnol 5000.00
3 jkW esVsfj;y 5000.00
LFkkbZ ykxr
1 Lizs e'khu 6000@& izfr O;fDr 30000.00
2 ,lsljht 1000@& izfr O;fDr 5000.00
3 cz'k ds lsV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00
dqy ykxr 55000.00
TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)
dkjhxj izf'k{k.k
;g izf'k{k.k mlh LFkku ij fn;k tk;sxk tgka ij fuekZ.k dk;Z py jgk gSA
rkfd fuekZ.k lkexzh dh vyx ls O;oLFkk ugha djuh iMs rFkk izf'k{k.k esa
mi;ksx esa yh tk jgh lkexzh dks fuekZ.k dk;Z esa mi;ksx esa fy;k tk lds
rFkk lkexzh dk viO;; U;wu gksA
U;wure 10 fnol dk izf'k{k.k vko';d gSA
xzkeh.k {ks= esa fuekZ.k dk;Z] vkokl] lMd] rkykc] ,uhdV bR;kfn fujUrj
curs jgrs gSa rFkk ekax cuh jgrh gSA
iqrkbZ ,oa jax jksxu dk O;olk; Lizs e'khu }kjk
xzkeh.k csjkstxkj 'kgjksa esa vkdj bl dk;Z dks djrs gSaA orZeku esa vf/kdka'k
etnwj gkFk ls gh bl dk;Z dks djrs gSaA vr% Lizs e'khu }kjk dk;Z fd;k tk;s
rks Je Hkh de yxsxk ,oa dk;Z dh xq.koRrk esa Hkh lq/kkj vk;sxkA
nhikoyh ls iwoZ yxHkx leLr edkuksa esa ;g dk;Z gksrk gS rFkk u;s cuus okys
edkuksa esa fujUrj dk;Z jgrk gSA
O;olk;
izLrkouk
cktkj laHkkouk
foRrh; igyw v& izf'k{k.k O;oLFkk ¼5 izf'k{k.kkFkhZ½
1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 22500.00
2 ekLVj Vªsuj 400@& izfr fnol 12000.00
3 jkW esVsfj;y 500@& izfr O;fDr 2500.00
3 fdjk;k jkf'k 100@& izfr O;fDr 500.00
37500.00
c& LFkkbZ ykxr
1 isMy okyh flykbZ e'khu :- 6000@& 30000.00
2 vU; lkexzh dsph] Qhrk] cksDl :- 1000@& izfr lSV 5000.00
3 Vscy ,oa LVwy 2000@& :- izfr O;fDr 10000.00
4 diMk 2000@& izfr O;fDr 10000.00
5 bysfDVªd izsl 500@& :- izfr O;fDr 2500.00
57500.00
95000.00
O;olk;
izLrkouk
izf'k{k.k
vko';drk
foRrh; igyw v& izf'k{k.k O;; ¼3 izf'k{k.kkFkhZ½
1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 4500.00
2 ekLVj Vªsuj :- 500@& fnol 5000.00
3 jkW esVsfj;y 1000.00
10500.00
c& LFkkbZ ykxr
1 Vwy fdV 2500@& izfr lSV 7500.00
2 fdjk;s gsrq lkbfdy 3 ux izfr O;fDr ¼9 lkbfdy½ 27000.00
3 dk;Z'khy iwath o vU; O;; 3000.00
37500.00
dqy ykxr 48000.00
xzkeh.k {ks= esa lkbfdy cgqr mi;ksx esa yh tkrh gSA vr% LFkkuh; Lrj ij
ejEer dh lqfo/kk vko';d gSA
10 fnol dk izf'k{k.k vko';d gSA
TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)
dkjhxj izf'k{k.k
xzkeh.k {ks= esa bl O;olk; dh vko';drk jgrh gSA bl gsrq efgykvksa dks
izkFkfedrk fn;k tkuk mfpr gSA
fujUrj vko';drk jgrh gS ¼U;wure 30 fnol dk izf'k{k.k vko';d gS½
lkbfdy fdjk;k ,oa ejEer
42200
lkexzh ux nj ykxr
1 1%10 iYosjkbZtj 5 gklZikoj 960 vkj-ih-,e- dh eksVj 1 27500 27500
lfgr iV~Vs dh pj[kh] vk/kkj ds oksYV~l <s bR;kfn
2 10 fdyksxzke {kerk dk rjktq] ckaV lfgr 1 1500 1500
3 NkUus dh e'khu yksdy esM 1 600 600
4 gkWV lhfyax vk;ju 1 650 650
5 fo|qrhdj.k [kpZ 1000
6 dk;kZy; QuhZpj ,oa midj.k [kpZ 1000
;ksx 32250
3 vkorhZ [kpZ ¼izfrekg½
1 deZpkjh ,oa Jfed
v- i;Zos{kd ykHkkFkhZ Lo;a jgsxk
c- dq'ky dkjhxj ykHkkFkhZ Lo;a jgsxk
l- vdq'ky dkjhxj ykHkkFkhZ Lo;a jgsxk
2 dPpk eky ¼izfrekg½
v- yky fepZ ¼lw[kh½ gYnh] /kfu;k 20 fd-xzk- 380 7600
c- iSfdax eSVsfj;y 300
;ksx 7900
3 vU; [kpZ
v- fdjk;k ¼Hkwfe ,oa Hkou½
c- LVs'kujh ,oa izpkj&izlkj 200
l- ejEer ,oa j[k&j[kko 100
n- ifjogu O;; 200
;- fctyh 800
;ksx 1300
4 dk;Z'khy iwath ¼izfrekg½
1 dPpk eky 7900
2 vU; [kpZ 1300
;ksx 9200
4 dqy iwath fuos'k
v- LFkkbZ iwath 33000
c- dk;Z'khy iwath ¼izfrekg½ 9200
;ksx 42200
uksV%& 1- izf'k{k.k dh vko';drk ugha gSA
2- Ø-l- 1 ls 6 rd of.kZr e'khu ,oa midj.k 5 O;fDr;ksa ds lewg rd ,d gh iznku
1 Hkwfe ,oa Hkou ¼fdjk;s ij½ 15 oxZ ehVj {ks=Qy ¼doMZ½ rFkk yxHkx 20 oxZehVj [kqyh txg
2 e'khu ,oa midj.k
TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)
efgyk Lo;a lgk;rk lewg ;kstuk
elkyk m|ksx
bdkbZ ykxr ¼oS;fDrd½
bdkbZ ykxr dk foLr`r fooj.k
fd;k tk;sxkA
¼jkf'k :i;ksa esa½
22000
v- Hkwfe ,oa Hkou Lo;a dk
c- e'khujh ,oa midj.k
1 HkV~Vh 1 5000
2 eksVj jkbZ.M pkd 1 4600
3 VwyfdV ,oa vU; O;; 400
;ksx 10000
l- Jfed ?kj ds lg;ksx djsaxsA
n- dPpk eky 39000
;- vU; O;; ¼fdjk;k] fo|qr] ty] ;k=k ,oa ifjogu] iksLVst ,oa vU; O;; 1000
;ksx 40000
ifj;kstuk ykxr
1 vukorhZ O;; 10000
2 vkorhZ O;; ¼80 fnu gsrq½ 12000
;ksx 22000
uksV%& izf'k{k.k dh vko';drk ugha gSA
bdkbZ ykxr ¼oS;fDrd½
bdkbZ ykxr dk foLr`r fooj.k
foRrh; igyw
TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)
efgyk Lo;a lgk;rk lewg ;kstuk
xzkeh.k dqEgkjh m|ksx
O;olk;
izLrkouk
cktkj laHkkouk
izf'k{k.k
vko';drk
foRrh; igyw 1- izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½
1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 7500.00
2 ekLVj Vªsuj :- 500@& fnol 5000.00
3 jkW eSVsfj;y 5000.00
LFkkbZ ykxr
1 e'khu 6000@& izfr O;fDr 30000.00
2 ,lsljht 1000@& izfr O;fDr 5000.00
3 lSV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00
;ksx 55000.00
O;olk;
izLrkouk
cktkj laHkkouk
izf'k{k.k
vko';drk
foRrh; igyw 1- izf'k{k.k O;; ¼5 izf'k{k.kkFkhZ½
1 vkokl@Hkkstu O;oLFkk :- 150@& izfr O;fDr 7500.00
2 ekLVj Vªsuj :- 500@& fnol 5000.00
3 jkW eSVsfj;y 5000.00
LFkkbZ ykxr
1 e'khu 6000@& izfr O;fDr 30000.00
2 ,lsljht 1000@& izfr O;fDr 5000.00
3 lSV izR;sd ds fy;s :- 500@& izfr O;fDr 2500.00
;ksx 55000.00
TABLE-8 : MODEL ESTIMATE SHG LIVELIHOOD
(MASON, COLOURING, TALOURING, MASALA, CYCLE REPAIRING, POTTERY ETC.)
ARI TARI
U;wure 10 fnol dk izf'k{k.k vko';d gSA
U;wure 10 fnol dk izf'k{k.k vko';d gSA
MOBILE REPAIRING
S. Activity No. of Rates Total Reference Remark
No. Trainees Amt. (Rs.)
1 Daily Allowance for
lodging/boarding for non-
residential training within the
district/state
50 75/- Per
trainees/day
3750 Cir.No. 729-814 Dt
9.5.11 Dir. WDSC,
Jaipur Item No. 1
2 Honorium of Resource
person
50 250/- per
lecture (2 Hr
/ lecture/day)
1000 Cir.No. 729-814 Dt
9.5.11 Dir. WDSC,
Jaipur Item No. 1
3 POL (two days jeep Hire
Charges)
50 500/- per day 1000 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
4 Literature & stationary 50 50/- per
trainees
2500 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
5 Seating arrangement (tent,
matting, chairs, etc)
50 750/- 750 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
6 Miscellaneous charges 50 0 300 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
Total Amount. 9300
DETAILED ESTIMATE OF ONE DAYS TRAINING
S. Activity No. of Rates Total Reference Remark
No. Trainees Amt. (Rs.)
1 Daily Allowance for
lodging/boarding for non-
residential training within the
district/state
50 125/- Per
trainees/day
12500 Cir.No. 729-814 Dt
9.5.11 Dir. WDSC,
Jaipur Item No. 1
2 Honorium of Resource
person
50 250/- per
lecture (2 Hr
/ lecture/day)
2000 Cir.No. 729-814 Dt
9.5.11 Dir. WDSC,
Jaipur Item No. 1
3 POL (two days jeep Hire
Charges)
50 500/- per day 1500 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
4 One Day Bus Hire Charge for
side visit within 300 km.
50 0.42/- Per
Km./
Member
6300
5 Literature & stationary 50 100/- per
trainees
5000 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
6 Seating arrangement (tent,
matting, chairs, etc)
50 1500/- 1500 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
7 Miscellaneous charges 50 0 500 Cir. No. 1147-1200 Dt.
12.7.04 Dir. WDSC
Jaipur Item No. 7
Total Amount. 29300
DETAILED ESTIMATE OF TWO DAYS TRAINING
S. Head Unit No. of Amount Remark
No. Charges Participants Rs.
1 Travelling Allowances & Local 756 50 37800
2 Daily Allowances for loading
& boarding of trainees
200x6 50 60000
3 Stationery & training material
(per trainees)
150 50 7500
4 D.A. of Resource person with
the tour
250 12 3000
5 POL (seven days jeep hire
charges)
500 7 Days 3500
6 Other expenses 3200 L.S. 3200
Total Amount. 115000
TOTAL DISTANCE - 1800 KM.
PREPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVELOPMENT
PROGRAME (WITH IN DISTRICT)
PARTICIPANTS-50
DURATION SEVEN NIGHT & SIX DAYS
S.No. Item of investment Quantity/Unit Rate/Kg. Amount (Rs.)
A Operations Mandays
1 Land preparation & laying
beds
3 450
2 Nuresery development 3 450
3 Transplantation cost 1 150
4 Application of FYM, organic
fertilisers and pesticides
3 450
5 Weeding and intercultural
operation
5 750
6 Harvesting 5 750
7 Grading, packing/.crating,
labelling
3 450
Total Operational cost 23 3450
B Materials
1 Planting material 200
Tometo (0.02 ha.) 0.005 Kg. 20000 100
Bhindi (0.03 ha.) 0.3 Kg. 800 240
Chilli (0.02 ha.) 0.006 Kg. 30000 180
Onion (0.03 ha.) 0.3 Kg. 15000 4500
2 Farm Yard Manure 2.5 Tonnes 1000 2500
3 Neem cake 4 Kg. 25
4 Azospirllum, Ryzobium,
Potassium soulbilising bacteria
L.S. 400
Total material costs 8145
Total cost (A+B) 11595
Cost of cultivation of tomato, chilli, onoin, Bhindi (0.1 ha. Model)Cost June to September
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 cMkSnk cMkSnk cktjk 50 3000 150000 0 0 20 60000 20 60000 10 30000
fry 12 13700 164400 0 0 5 68500 5 68500 2 27400
Xokj 6 40000 240000 0 0 2 80000 2 80000 2 80000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 74 68700 590400 0 0 0 0 29 220500 29 220500 16 149400
2 xksj/kuiqjk cMkSnk cktjk 37 3000 111000 0 0 15 45000 15 45000 7 21000
fry 7 13700 95900 0 0 3 41100 3 41100 1 13700
Xokj 4 40000 160000 0 0 2 80000 2 80000 0 0
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 54 68700 402900 0 0 0 0 22 178100 22 178100 10 46700
3 ,dV ,dV cktjk 50 3000 150000 0 0 20 60000 20 60000 10 30000
fry 9 13700 123300 0 0 4 54800 4 54800 1 13700
Xokj 8 40000 320000 0 0 3 120000 3 120000 2 80000
Tokj 4 4000 16000 0 0 2 8000 2 8000 0 0
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 74 68700 633300 0 0 0 0 30 250800 30 250800 14 131700
4 ijnksuiqjk ,dV cktjk 48 3000 144000 0 0 19 57000 19 57000 10 30000
prqFkZ o"kZ iape o"kZ
AREA IN HACT. 0.40 tyxzg.k {ks= esa [kjhQ dh Qly izn'kZu
dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
prqFkZ o"kZ iape o"kZdqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ
fry 7 13700 95900 0 0 3 41100 3 41100 1 13700
Xokj 3 40000 120000 0 0 1 40000 1 40000 1 40000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 64 68700 395900 0 0 0 0 25 150100 25 150100 14 95700
5 tksMyh tksMyh cktjk 64 3000 192000 0 0 26 78000 26 78000 12 36000
fry 13 13700 178100 0 0 5 68500 5 68500 3 41100
Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 90 68700 686100 0 0 0 0 36 278500 36 278500 18 129100
6 gkMkSrh gkMkSrh cktjk 62 3000 186000 0 0 25 75000 25 75000 12 36000
fry 10 13700 137000 0 0 4 54800 4 54800 2 27400
Xokj 6 40000 240000 0 0 2 80000 2 80000 2 80000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 84 68700 599000 0 0 0 0 33 221800 33 221800 18 155400
7 fdjkMh gkMkSrh cktjk 45 3000 135000 0 0 18 54000 18 54000 9 27000
fry 12 13700 164400 0 0 5 68500 5 68500 2 27400
Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
prqFkZ o"kZ iape o"kZdqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 70 68700 615400 0 0 0 0 28 254500 28 254500 14 106400
8 x<hxkao gkMkSrh cktjk 38 3000 114000 0 0 15 45000 15 45000 8 24000
fry 7 13700 95900 0 0 3 41100 3 41100 1 13700
Xokj 4 40000 160000 0 0 2 80000 2 80000 0 0
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 55 68700 405900 0 0 0 0 22 178100 22 178100 11 49700
9 Qrsgiqj cxhnk cktjk 57 3000 171000 0 0 23 69000 23 69000 11 33000
fry 10 13700 137000 0 0 4 54800 4 54800 2 27400
Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Total 80 68700 624000 0 0 0 0 32 255800 32 255800 16 112400
10 lSejnk cxhnk cktjk 51 3000 153000 0 0 20 60000 20 60000 11 33000
fry 11 13700 150700 0 0 4 54800 4 54800 3 41100
Xokj 7 40000 280000 0 0 3 120000 3 120000 1 40000
Tokj 3 4000 12000 0 0 1 4000 1 4000 1 4000
ewWx 3 8000 24000 0 0 1 8000 1 8000 1 8000
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
prqFkZ o"kZ iape o"kZdqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ
Total 75 68700 619700 0 0 0 0 29 246800 29 246800 17 126100
G.Total 720 687000 5572600 0 0 0 0 286 2235000 286 2235000 148 1102600
S.No. Type of Unit Unit Cost Total
Plants Hact. /Hact. Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 Guava 2 36703 73406 0 0 0 0 1 36703.00 0.5 18351.50 0.5 18351.50
2 Anar 2 21915 43830 0 0 0 0 1 21915.00 0.5 10957.50 0.5 10957.50
3 Papaya 2 32100 64200 0 0 0 0 1 32100.00 0.5 16050.00 0.5 16050.00
4 Lemon 3 33622 100866 0 0 0 0 1.5 50433.00 0.75 25216.50 0.75 25216.50
Total 9 124340 282302 0 0 0 0 4.5 141151.00 2.25 70575.50 2.25 70575.50
S.No. Type of Unit Unit Cost Total
Plants Hact. /Hact. Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 Guava 2 13400 26800 0 0 0 0 1 13400.00 0.5 6700.00 0.5 6700.00
2 Anar 2 7700 15400 0 0 0 0 1 7700.00 0.5 3850.00 0.5 3850.00
3 Papaya 2 9450 18900 0 0 0 0 1 9450.00 0.5 4725.00 0.5 4725.00
4 Lemon 3 13400 40200 0 0 0 0 1.5 20100.00 0.75 10050.00 0.75 10050.00
Total 9 43950 101300 0 0 0 0 4.5 50650.00 2.25 25325.00 2.25 25325.00
III Year IV Year V Year
Qynkj iks/kk jksi.k (Production)
I Year II Year
Qynkj iks/kk jksi.k (NRM)
I Year II Year III Year IV Year V Year
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 cMkSnk cMkSnk xsagwW 28 2300 64400 0 0 17 39100 6 12880 5 12420
puk 5 3300 16500 0 0 3 9900 1 3300 1 3300
ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880
Total 45 9400 126500 0 0 0 0 27 75600 9 25300 9 25600
2 xksj/kuiqjk cMkSnk xsagwW 24 2300 55200 0 0 14 32200 5 11040 5 11960
puk 4 3300 13200 0 0 2 6600 1 2640 1 3960
ljlksa 9 3800 34200 0 0 5 19000 2 6840 2 8360
Total 37 9400 102600 0 0 0 0 21 57800 7 20520 9 24280
3 ,dV ,dV xsagwW 38 2300 87400 0 0 23 52900 8 17480 7 17020
puk 5 3300 16500 0 0 3 9900 1 3300 1 3300
ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880
Total 55 9400 149500 0 0 0 0 33 89400 11 29900 11 30200
4 ijnksuiqjk ,dV xsagwW 24 2300 55200 0 0 14 32200 5 11040 5 11960
puk 4 3300 13200 0 0 2 6600 1 2640 1 3960
ljlksa 8 3800 30400 0 0 5 19000 2 6080 1 5320
Total 36 9400 98800 0 0 0 0 21 57800 7 19760 8 21240
AREA IN HACT. 0.40 tyxzg.k {ks= esa jch dh Qly izn'kZu
dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ
5 tksMyh tksMyh xsagwW 50 2300 115000 0 0 30 69000 10 23000 10 23000
puk 4 3300 13200 0 0 2 6600 1 2640 1 3960
ljlksa 19 3800 72200 0 0 11 41800 4 14440 4 15960
Total 73 9400 200400 0 0 0 0 43 117400 15 40080 15 42920
6 gkMkSrh gkMkSrh xsagwW 35 2300 80500 0 0 21 48300 7 16100 7 16100
puk 5 3300 16500 0 0 3 9900 1 3300 1 3300
ljlksa 12 3800 45600 0 0 7 26600 2 9120 3 9880
Total 52 9400 142600 0 0 0 0 31 84800 10 28520 11 29280
7 fdjkMh gkMkSrh xsagwW 30 2300 69000 0 0 18 41400 6 13800 6 13800
puk 5 3300 16500 0 0 3 9900 1 3300 1 3300
ljlksa 9 3800 34200 0 0 5 19000 2 6840 2 8360
Total 44 9400 119700 0 0 0 0 26 70300 9 23940 9 25460
8 x<hxkao gkMkSrh xsagwW 20 2300 46000 0 0 12 27600 4 9200 4 9200
puk 4 3300 13200 0 0 2 6600 1 2640 1 3960
ljlksa 6 3800 22800 0 0 4 15200 1 4560 1 3040
Total 30 9400 82000 0 0 0 0 18 49400 6 16400 6 16200
9 Qrsgiqj cxhnk xsagwW 30 2300 69000 0 0 18 41400 6 13800 6 13800
puk 5 3300 16500 0 0 3 9900 1 3300 1 3300
ljlksa 11 3800 41800 0 0 7 26600 2 8360 2 6840
Total 46 9400 127300 0 0 0 0 28 77900 9 25460 9 23940
Ø- xkao dk xzke Qly
la- uke iapk;r dk uke d`"kd nj jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k d`"kd jkf'k
dh dh dh dh dh dh
la[;k la[;k la[;k la[;k la[;k la[;k
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
dqy ykxr izFke o"kZ f}rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ
10 lSejnk cxhnk xsagwW 20 2300 46000 0 0 12 27600 4 9200 4 9200
puk 4 3300 13200 0 0 2 6600 1 2640 1 3960
ljlksa 8 3800 30400 0 0 5 19000 2 6080 1 5320
Total 32 9400 89600 0 0 0 0 19 53200 6 17920 7 18480
G.Total 450 94000 1239000 0 0 0 0 267 733600 90 247800 93 257600
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj ,.MkslYQku 4% Kg. 31/- Kg. 25 775 10 310
2 cht Kg. 23/- Kg. 125 2875 50 1150
3 cht mipkj
(I) nhed fu;a=.k DyksjksikbjhQkWl 20E.C. ML 330/- Ltr. 600 180 240 72
(II) cht tfur jksxksa ds fy, Fkkbjku Gm. 0.20/- Gm. 312.5 62.5 125 25
(B) dYpj
(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/- Each 36 14.4
(II) ih-,l-ch- rhu iSdsV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 80 32
(II) QkWLQksjl Kg. 35 14
(III) Mh-,-ih- Kg. 10/- Kg. 77 770 31 308
(IV) ;wfj;k Kg. 6/- Kg. 146 873.048 58 349.22
5 lw{e rRo ftad lYQsV Kg. 50/- Kg. 25 1250 10 500
6 [kjirokj fu;a=.k
(I) 2-4, D (A.I.) ML 250/- Ltr. 500 125 200 50
(II)
7 ikS/k laj{k.k
(I) nhed ,.MkslYQku 35EC Ltr. 280/- Ltr. 2.5 700 1 280
Total 7682.55 771.00 3073.02
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % xsagwW
fdLe % jkt- 3077@jkt- 4037@jkt- 1482@lksukfydk@lksukdY;k.k
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj D;wukyQkWl 1.5% Kg. 28/- Kg. 25 700 10 280
2 cht Kg. 33/- Kg. 80 2640 32 1056
3 cht mipkj
(I) nhed fu;a=.k VªkbdksMekZ 6gm. 10 4
(II) cht tfur jksxksa ds fy,
(B) dYpj
(I) jkbtksfc;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 20 8
(II) QkWLQksjl Kg. 40 16
(III) Mh-,-ih- Kg. 10/- Kg. 88 880 35 352
(IV) ;wfj;k Kg. 6/- Kg. 186 1114.08 74 445.63
5 lw{e rRo
6 [kjirokj fu;a=.k
(I)
(II)
7 ikS/k laj{k.k
(I) dVoeZ feFkkby iSjkfFk;kWu 2% pw.kZ Kg. 17/- Kg. 25 425 10 170
(II) QyhNsnd esykfFk;ku 5% ;k D;wukyQkWl 1.5% Kg. 28/- Kg. 25 700 10 280
Total 6541.08 195.00 2616.43
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % puk
fdLe % izrki puk@vkj-,l-th-&888
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310
ftIle Kg. 250 550 100 200
2 cht Kg. 38/- Kg. 4 152 2 61
3 cht mipkj
(I) eSUdkstso 2gm/Kg. cht 400/- Kg. 10 4
(II)
(B) dYpj
(I) rhu iSdsV i;kZIr ih-,l-Mh- 12/- Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr ih-,l-Mh- 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 60 24
(II) QkWLQksjl Kg. 30 12
(III) Mh-,-ih- Kg. 10/- Kg. 66 660 26 264
(IV) ;wfj;k Kg. 6/- Kg. 121 728.64 49 291.456
5 lw{e rRo xa/kd pw.kZ gm. 10 40 400 16 160
Total 3347.64 239.00 1319.26
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % ljlksa
fdLe % ck;ks 902@olqU/kjk@ikbZfu;j
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj nhed ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310
2 cht nkus gsrq Kg. 40/- Kg. 10 400 4 160
pkjs gsrq Kg. 25 10
3 cht mipkj
(I) Fkkbjke gm. 23 3 69 1 27.6
(II) xa/kd pw.kZ gm. 110 4 440 2 176
(III)
(B) dYpj
(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr 12/Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 80 32
(II) QkWLQksjl Kg. 45 18
(III) Mh-,-ih- Kg. 10/- Kg. 99 990 40 396
(IV) ;wfj;k Kg. 6/- Kg. 186 1116 74 446.4
5 lw{e rRo ftad lYQsV dk iz;ksx Kg. 50/- Kg. 25 1250 10 500
Total 5112.00 201.00 2044.80
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % Tokj
fdLe % jktLFkku pjh& 1] 2@lh-,l-,p-&5] 6
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj feFkkby iSjkfFk;ku 2% pw.kZ Kg. 17/- Kg. 25 425 10 170
2 cht Kg. 80/- Kg. 15 1200 6 480
3 cht mipkj
(I)
(II)
(III)
(B) dYpj
(I) ih-,l-,e- rhu iSdSV i;kZIr 12/- Each 36 14.4
(II) jkttksfo;u rhu iSdSV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 10 4
(II) QkWLQksjl Kg. 30 12
(III) Mh-,-ih- Kg. 10/- Kg. 66 660 26 264
(IV) ;wfj;k Kg. 6/- Kg. 141 847.44 56 338.976
5 lw{e rRo
Total 3204.44 114.00 1281.78
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % ewWx
fdLe % iwlk cS'kk[kh@vkj-,e-th-&902
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj feFkkby iSjkfFk;ku 2% pw.kZ Kg. 17/- Kg. 25 425 10 170
ftIle Kg. 250 500 100 200
2 cht Kg. 137/- Kg. 2 274 1 110
3 cht mipkj
(I) Fkkbjke gm. 23 3 69 1 27.6
(II) thok.kq vaxHkkjh jksx gsrq LMsIVkslkbfDyu 10 Lit. ikuh esa gm. 40/- Pkt. 2 80 1 32
(III)
(B) dYpj
(I) ,stksVksosDVj rhu iSdsV i;kZIr 12/- Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 60 24
(II) QkWLQksjl Kg. 30 12
(III) Mh-,-ih- Kg. 10/- Kg. 55 550 22 220
(IV) ;wfj;k Kg. 6/- Kg. 113 678.48 45 271.392
5 lw{e rRo ftIle dk iz;ksx
6 [kjirokj fu;a=.k ,sykDyksj (A.I.) Kg. 1.5 100 1 40
Total 2748.48 217.00 1099.79
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % fry
fdLe % vkj-Vh-&46@Vh-lh-&25
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj
2 cht Kg. 400/- Kg. 15 6000 6 2400
3 cht mipkj
(I) vaxekjh jksx 250ppm. ,xzhekbflu 60 563 225
(II) Fkkbjke gm. 23 3 69 1 27.6
(III)
(B) dYpj
(I) jkbtksfo;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 10 4
(II) QkWLQksjl Kg. 40 16
(III) Mh-,-ih- Kg. 10/- Kg. 88 880 35 352
(IV) ;wfj;k Kg. 6/- Kg. 190 1137.8 76 455.136
5 lw{e rRo ftad lYQsV Kg. 50/- Kg. 25 1250 10 500
6 [kjirokj fu;a=.k 2-4, D- ,LVjlkYV gm. 250/- Kg. 500 125 200 50
Total 10096.80 348.00 4038.54
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % Xokj
fdLe % nqxkZiqjk lQsn@iwtk uocgkj
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
Ø- xfrfof/k izdkj ;wfuV nj fooj.k
la- ek=k jkf'k ek=k jkf'k
1 2 3 4 5 6 7 8 9 10
1 Hkwfe mipkj ,.MkslYQku 4% pw.kZ Kg. 31/- Kg. 25 775 10 310
2 cht Kg. 30/- Kg. 10 300 4 120
3 cht mipkj
(I) Fkkbjke gm. 23 3 69 1 27.6
(II) xa/kd pw.kZ gm. 110 4 440 2 176
(III)
(B) dYpj
(I) jkbtksfo;e dYpj rhu iSdsV i;kZIr 12/- Each 36 14.4
(II) ih-,l-,e- rhu iSdsV i;kZIr 12/- Each 36 14.4
(III)
4 moZjd
(I) u=tu Kg. 80 32
(II) QkWLQksjl Kg. 45 18
(III) Mh-,-ih- Kg. 10/- Kg. 99 990 40 396
(IV) ;wfj;k Kg. 6/- Kg. 186 1116 74 446.4
5 lw{e rRo ftad lYQsV dk iz;ksx Kg. 50/- Kg. 25 1250 10 500
Total 5012.00 191.00 2004.80
tyxzg.k {ks= esa Qly izn'kZu
uke Qly % cktjk
fdLe % 86 ,e 86@ikbZfu;j@dkyk lksuk@izks,xzks
izfr gSDVs;j izn'kZu gsrq ¼0-40 gS-½
ftys dk uke djkSyh
iapk;r lfefr dk uke djkSyh
tyxzg.k {ks= dk uke
dqy ykxr jkf'k tyxzg.k {ks= ls yk[k
o fd;k tkus okyk izLrkfor {ks=Qy gSDVs;j
Ø- xfrfof/k dk uke ifjokjksa Name of
la- dh HkkSfrd ;wfuV W/s + HkkSfrd nj foRrh; HkkSfrd nj foRrh; Other
la[;k y{; Other y{; y{; y{; y{; Scheme
1 iz'kklfud ykxr
2 ekWfuVfjax
3 boksY;w'ku
4 izos'k fcUn xfrfof/k
5 laLFkku o {kerk fuekZ.k
6 foLr`r ifj;kstuk izfrosnu
mi;ksx
7 tyxzg.k fodkl dk;Z pj.k
d`f"k Hkwfe dk;Z ¼vflafpr½
CVH(NRM) Ha.SC/ST/BPL
CVH(NRM) Ha. Other
Waste Weir No.
Farm Pond No.
Horticulture (NRM) Ha.
¼vd`f"k Hkwfe½
pkjkxkg fodkl gS-
pkjkxkg fodkl Ha.(Private Farmer)
Open Contour Trench Ha.
Road Side Plantation
ukyk mipkj dk;Z
Masonry Check Dam
WHS
mi;ksx
8 ekbØks m|e
A LIVE STOCK
A.I. No.
A.H. Camp
eqxhZikyu
eNyh ikyu
Lo;a lgk;rk lewg (R/F)
mPp f'k{kk
rduhdh izf'k{k.k
lkekftd lgk;rk
i'kq chek ;kstuk
mi;ksx
lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr ------------ tyxzg.k {ks= dh o"kZokj okf"kZd dk;Z ;kstuk
Total Target From W/S Other Scheme
B mRiknu O;oLFkk ,oa vkthfodk
fodkl dk;Z
[kjhQ
jch
Qynkj ikS/kkjksi.k
oehZ dEiksLV
esMsi dEiksLV
fdpu] xkMZu
Trellis Farming
d`f"k Hkwfe (cvh Pro)
d`f"k Hkwfe (cvh Pro) Other Alu
d`f"k Hkwfe (cvh Pro) Other Alu+Kar
tSfod lkaM
Qwyksa dh [ksrh
elkyk [ksrh
vkS"k/kh;ka ikS/kksa dh [ksrh
ulZjh LFkkiuk (25000 Forest
Plant/ Family)
ftIle ls Hkwfe lq/kkj
flapkbZ gsrq ikbZi ykbZu
fLizaDyj flLVe
fMªi flapkbZ ;kstuk
d`f"k ;a= ¼Lis;j½
ikS/k laj{k.k ;a=
uhe mRiknu
xzhu gkml LFkkiuk
ckal mRiknu
Total
9 dUlksfyMs'ku pj.k
Grand Total
Summary
S.No. Name of Department
1 MNREGS
2 ANIMAL HUSBANDRY
3 SOCIAL WALFAIR
4 Rudset/ILFS
5 OTHERS
6 Horticulture (NRM) Ha.
7 AGRICULTURE
8 FISHARIES DEPTT.
Grand Total
Amount
1 Name of W/S IWMP-III
2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.
Design
1 Available crest length 48.50 M
2 Total catchment area 200.00 Ha
3 Hight of structure 1.80 M
A Design discharge (By flood discharge method)
A HYDRAULIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.40
36 Catchment Area 200.00
Q = 9.78 cumsec K = L3
H
L= 3800.00
Say 9.8 cumsec H= 40.00
K 37037.82
Tc=0.0195K0.77
64.25
I = 4.40
B HYDRAULIC DESIGN
Q = 1.71L(h)3/2
L = 48.50 mt length available at site
h =[Q/1.71L]2/3
h = 0.37 Say = 0.60
Taking free board as 0.3 M
Total d = 0.90
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5
0.53 0.53 say = 0.80 M
(as per site condition where h = 0.60 m p = 2.30 0.60 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5
2.10 Say = 1.70 M
H =heigth of head wall in meters = 1.8 m 1.80 M
(iii) Length of head wall extension
H +d + 1 3.70 3.70 M
d = h+free board = 0.90 0.90 M
but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension
H + d = 2.70 M
(v) Botton width of HW ext. side wall & wing wall
0.5(H+h)= 1.20 1.10 M
(vi) Top width of HW ext
0.4H= 0.72 0.60 M
(vii) Length of Basin
L.B =0.75(H+d)+H 3.83 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall
ESTIMATE NO. 30
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "E"
(GKN BSR-2010 District Karauli)
P.S Karauli, DISTT. KARAULI
H+d = 2.70 2.70 M
(x) Height of side wall =1.5h at W W joints
1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M
(xiii) Height of the wing wall = 0.90 1.10 M
(xiv) Top width of Head wall ext site wall wing wall = 0.60mt
(xv) Width of toe wall= 0.45 M
(xvi) Height of toe wall = 0.30 M
(xvii) Height of wing wall at wing end = 1.10 M
(xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M
(xix) Depth of foundation taking as 2.00 M
STABILITY CHECK'S
a Top width of anicut = 0.80 m
b Bottm width of anicut = 1.70 m
w1 + w2 self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.60 m
H heigth of anicut = 1.80 m
L considening one metre = 1
S 2.3
C 0.6
Forces acting on a over flow gravity dam
Forces and momrnt calculation's
considening one metre length of ancut and taking
Restoring moment as positive (+ ve) and overturning moment
as negative (-ve)
moment taken at B
s. no. Forces v- vertical
forces
H-
horizontal
forces
Force
acting at a
distance
from B
moment at
B 2x5
+ ve -ve
1 w1 = a x H xLxS
3.31 3.31 2.20 7.29
2 w2 = 1/2x(b-a)xHxLxS
1.86 1.86 1.13 2.11
3 p1 =wh x H
1.08 1.08 0.90 0.97
4 p2 =wH2/2 x H
1.62 1.62 0.60 0.97
5 p3 =cxwbx(H+h)/2
1.10 1.10 1.80 1.98
TOTAL 4.07 2.70 9.39 3.93
Em=mr-mo 5.46
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
2.39
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 1.51
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.34
e = b/2 - X -0.49
Ev/b (1+6e/b) 0.66
Ev/b (1-6e/b) 4.13
P max = 0.66
P min = 4.13
S.No Particular Qty. Rate Labour Rate Unit Amount
1
Excavation in soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 35.07 75.00 75 cum 2630.33
2
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 105.21 92.00 92 cum 9679.60
3
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 210.43 134.00 134 cum 28197.08
4
cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including curing
Aggregate size upto 50mm. HB 62.23 2105.00 312.55 cum 131002.04
5
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation 231.25 1456.00 366.5 cum 336694.54
6
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure 145.94 1574.00 484.5 cum 229707.20
7
Cement plaster including smooth
finishing in cement mortar
(1:4)25mm thick 242.49 154.00 58.15 sqm 37343.46
8Cement concrete coping in cement
mortar1:1.5:3.100mm thick 19.72 3519.00 315 cum 69388.96
ABSTRACT OF COST
9
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding)charges of waterring and
compaction
Hard soil 50% 112.50 85.00 85 cum 9562.50
Ordinary murram 50% 112.50 134.00 134 cum 15075.00
10Rehandling of cement beyond 100
m initial lead lead up to 200 49.88 44.00 44 mt. 2194.83
TOTAL 871475.54
METARIAL 608914.01
LABOUR 262561.53
TOTAL 871475.54
Add 3% Contingency Charges 26144.27
TOTAL Rs. 897619.81
Say 8.97
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY
1 Total Excavation
H.W. 1.00 48.50 1.70 2.00 164.90
H.W.E. 2.00 3.00 1.10 2.00 13.20
S.W. 2.00 4.00 1.10 2.00 17.60
wing wall 2.00 1.50 1.10 2.00 6.60
Toe wall 1.00 48.50 0.45 0.90 19.64
Apron 1.00 48.50 2.95 0.90 128.77
Total (cu.m) 350.71
2
Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 10%of
TotalExcavation
Total 35.07
3
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30% of Total
Excavation
Total 105.21
DETAILED ESTIMATE
4
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 60% of
Total Excavation
Total 210.43
5
cement concrete well mixed in cement
mortar(1:4:8) laid in position
complete including curing Aggregate
size upto 50mm. HB Total Excavation
H.W. 1.00 48.50 1.70 0.30 24.74
H.W.E. 2.00 3.00 1.10 0.30 1.98
S.W. 2.00 4.00 1.10 0.30 2.64
Wing Wall 2.00 1.50 1.10 0.30 0.99
Toe Wall 1.00 48.50 0.45 0.15 3.27
Apron 1.00 48.50 2.95 0.20 28.62
Total 62.23
6
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation
H.W. 1.00 48.50 1.70 1.70 140.17
H.W.E. 2.00 3.00 1.10 1.70 11.22
S.W. 2.00 4.00 1.10 1.70 14.96
Wing Wall 2.00 1.50 1.10 1.70 5.61
Toe Wall 1.00 48.50 0.45 0.75 16.37
Apron 1.00 48.50 2.95 0.30 42.92
Total 231.25
7
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure
H.W. 1.00 48.50 1.25 1.80 109.13
H.W.E 1.00 3.00 0.85 2.70 6.89
S.W. 2.00 3.40 0.85 1.90 10.98
2.00 0.60 0.85 2.70 2.75
2.00 0.50 0.85 1.35 1.15
Wing Wall 4.00 1.50 0.85 2.95 15.05
Total 145.94
8
Cement plaster including smooth
finishing in cement mortar
(1:3)25mm thick
H.W. 1.00 48.50 1.80 87.30
1.00 48.50 2.10 101.85
1.00 48.50 0.30 14.55
S.W. 2.00 0.80 0.90 1.44
2.00 0.90 1.80 1.44
2.00 3.40 1.90 12.92
2.00 2.95 0.30 1.77
Wing Wall 2.00 1.50 1.10 3.30
2.00 0.85 1.10 1.87
H.W.E. 1.00 3.00 0.50 1.50
Toe Wall 1.00 48.50 0.30 14.55
Total 242.49
9Cement concrete coping in cement
mortar1:2:4.75 mm thick
H.W. 1.00 48.50 0.80 0.08 2.91
S.W. 2.00 5.10 0.60 0.08 0.46
Wing Wall 4.00 1.50 0.60 0.08 0.27
H.W.E. 1.00 3.00 0.60 0.08 0.14
Toe.Wall 1.00 48.50 0.45 0.08 1.64
Apron 1.00 48.50 2.95 0.10 14.31
Total 19.72
10
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding charges of waterring and
compaction) Hard soil 225
Total 225
0.60 P3
0.80
P1
1.80 w1 1.3
P2 0.90
0.60 w2
2.40
1.80
1.44
PLAN
1.5 48.50 1.5
4.00
0.45
0.57 1.13
0.60
1.70
0.80
1.50
0.80
1.80 1.10
G.L G.L
0.10
0.30 0.90
2.00
0.20
0.3 2.95
1.70
X-Section
2.
0.60
0.60
2.70
1.10
G.L G.L
2.00 2.00
0.3 0.3
1.10
S.W.& H.Ex- X- Sec.
1.10
W.W. X- Sec.
5.28
1 Name of W/S IWMP III
2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.
Design
1 Available crest length 24.35 M
2 Total catchment area 200.00 Ha
3 Hight of structure 1.80 M
A Design discharge (By flood discharge method)
A HYDRAULIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.40
36 Catchment Area 200.00
Q = 9.78 cumsec K = L3
H
L= 3800.00
Say 9.8 cumsec H= 40.00
K 37037.82
Tc=0.0195K0.77
64.25
I = 4.40
B HYDRAULIC DESIGN
Q = 1.71L(h)3/2
L = 24.35 mt length available at site
h =[Q/1.71L]2/3
h = 0.51 Say = 0.60
Taking free board as 0.3 M
Total d = 0.90
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5
0.53 0.53 say = 0.80 M
(as per site condition where h = 0.60 m p = 2.30 0.60 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5
2.10 Say = 1.70 M
H =heigth of head wall in meters = 1.8 m 1.80 M
(iii) Length of head wall extension
H +d + 1 3.70 3.70 M
d = h+free board = 0.90 0.90 M
but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension
H + d = 2.70 M
(v) Botton width of HW ext. side wall & wing wall
0.5(H+h)= 1.20 1.10 M
(vi) Top width of HW ext
0.4H= 0.72 0.60 M
(vii) Length of Basin
L.B =0.75(H+d)+H 3.83 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting)
ESTIMATE NO. 29
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C"
(GKN BSR-2010 District Karauli)
P.S. Karauli, DISTT. KARAULI
(ix) Height of side wall
H+d = 2.70 2.70 M
(x) Height of side wall =1.5h at W W joints
1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M
(xiii) Height of the wing wall = 0.90 1.10 M
(xiv) Top width of Head wall ext site wall wing wall = 0.60mt
(xv) Width of toe wall= 0.45 M
(xvi) Height of toe wall = 0.30 M
(xvii) Height of wing wall at wing end = 1.10 M
(xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M
(xix) Depth of foundation taking as 2.00 M
STABILITY CHECK'S
a Top width of anicut = 0.80 m
b Bottm width of anicut = 1.70 m
w1 + w2 self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.60 m
H heigth of anicut = 1.80 m
L considening one metre = 1
S 2.3
C 0.6
Forces acting on a over flow gravity dam
Forces and momrnt calculation's
considening one metre length of ancut and taking
Restoring moment as positive (+ ve) and overturning moment
as negative (-ve)
moment taken at B
s. no. Forces v- vertical
forces
H-
horizontal
forces
Force
acting at a
distance
from B
moment at
B 2x5
+ ve -ve
1 w1 = a x H xLxS
3.31 3.31 2.20 7.29
2 w2 = 1/2x(b-a)xHxLxS
1.86 1.86 1.13 2.11
3 p1 =wh x H
1.08 1.08 0.90 0.97
4 p2 =wH2/2 x H
1.62 1.62 0.60 0.97
5 p3 =cxwbx(H+h)/2
1.10 1.10 1.80 1.98
TOTAL 4.07 2.70 9.39 3.93
Em=mr-mo 5.46
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
2.39
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 1.51
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.34
e = b/2 - X -0.49
Ev/b (1+6e/b) 0.66
Ev/b (1-6e/b) 4.13
P max = 0.66
P min = 4.13
S.No Particular Qty. Rate Labour Rate Unit Amount
1
Excavation in soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 19.47 75.00 75 cum 1460.26
2
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 58.41 92.00 92 cum 5373.75
3
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 116.82 134.00 134 cum 15653.96
4
cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including curing
Aggregate size upto 50mm. HB 34.04 2105.00 312.55 cum 71651.31
5
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation 131.93 1456.00 366.5 cum 192089.17
6
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure 91.60 1574.00 484.5 cum 144179.97
7
Cement plaster including smooth
finishing in cement mortar
(1:4)25mm thick 133.82 154.00 58.15 sqm 20607.51
8Cement concrete coping in cement
mortar1:1.5:3.100mm thick 10.33 3519.00 315 cum 36351.49
ABSTRACT OF COST
9
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding)charges of waterring and
compaction
Hard soil 50% 112.50 85.00 85 cum 9562.50
Ordinary murram 50% 112.50 134.00 134 cum 15075.00
10Rehandling of cement beyond 100
m initial lead lead up to 200 28.59 44.00 44 mt. 1258.02
TOTAL 513262.93
METARIAL 350472.56
LABOUR 162790.37
TOTAL 513262.93
Add 3% Contingency Charges 15397.89
TOTAL Rs. 528660.82
Say 5.28
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY
1 Total Excavation
H.W. 1.00 24.35 1.70 2.00 82.79
H.W.E. 2.00 3.00 1.10 2.00 13.20
S.W. 2.00 4.00 1.10 2.00 17.60
wing wall 2.00 1.50 1.10 2.00 6.60
Toe wall 1.00 24.35 0.45 0.90 9.86
Apron 1.00 24.35 2.95 0.90 64.65
Total (cu.m) 194.70
2
Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 10%of
TotalExcavation
Total 19.47
3
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30% of Total
Excavation
Total 58.41
DETAILED ESTIMATE
4
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 60% of
Total Excavation
Total 116.82
5
cement concrete well mixed in cement
mortar(1:4:8) laid in position
complete including curing Aggregate
size upto 50mm. HB Total Excavation
H.W. 1.00 24.35 1.70 0.30 12.42
H.W.E. 2.00 3.00 1.10 0.30 1.98
S.W. 2.00 4.00 1.10 0.30 2.64
Wing Wall 2.00 1.50 1.10 0.30 0.99
Toe Wall 1.00 24.35 0.45 0.15 1.64
Apron 1.00 24.35 2.95 0.20 14.37
Total 34.04
6
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation
H.W. 1.00 24.35 1.70 1.70 70.37
H.W.E. 2.00 3.00 1.10 1.70 11.22
S.W. 2.00 4.00 1.10 1.70 14.96
Wing Wall 2.00 1.50 1.10 1.70 5.61
Toe Wall 1.00 24.35 0.45 0.75 8.22
Apron 1.00 24.35 2.95 0.30 21.55
Total 131.93
7
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure
H.W. 1.00 24.35 1.25 1.80 54.79
H.W.E 1.00 3.00 0.85 2.70 6.89
S.W. 2.00 3.40 0.85 1.90 10.98
2.00 0.60 0.85 2.70 2.75
2.00 0.50 0.85 1.35 1.15
Wing Wall 4.00 1.50 0.85 2.95 15.05
Total 91.60
8
Cement plaster including smooth
finishing in cement mortar
(1:3)25mm thick
H.W. 1.00 24.35 1.80 43.83
1.00 24.35 2.10 51.14
1.00 24.35 0.30 7.31
S.W. 2.00 0.80 0.90 1.44
2.00 0.90 1.80 1.44
2.00 3.40 1.90 12.92
2.00 2.95 0.30 1.77
Wing Wall 2.00 1.50 1.10 3.30
2.00 0.85 1.10 1.87
H.W.E. 1.00 3.00 0.50 1.50
Toe Wall 1.00 24.35 0.30 7.31
Total 133.82
9Cement concrete coping in cement
mortar1:2:4.75 mm thick
H.W. 1.00 24.35 0.80 0.08 1.46
S.W. 2.00 5.10 0.60 0.08 0.46
Wing Wall 4.00 1.50 0.60 0.08 0.27
H.W.E. 1.00 3.00 0.60 0.08 0.14
Toe.Wall 1.00 24.35 0.45 0.08 0.82
Apron 1.00 24.35 2.95 0.10 7.18
Total 10.33
10
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding charges of waterring and
compaction) Hard soil 225
Total 225
0.60 P3
0.80
P1
1.80 w1 1.3
P2 0.90
0.60 w2
2.40
1.80
1.44
PLAN
1.5 24.35 1.5
4.00
0.45
0.57 1.13
0.60
1.70
0.80
1.50
0.80
1.80 1.10
G.L G.L
0.10
0.30 0.90
2.00
0.20
0.3 2.95
1.70
X-Section
2.
0.60
0.60
2.70
1.10
G.L G.L
2.00 2.00
0.3 0.3
1.10
S.W.& H.Ex- X- Sec.
1.10
W.W. X- Sec.
Considerations - (GKN BSR-2010 District Karauli)
A Seepage Line 9:1
B Side Slope
U/s 3:1
D/S 2:1
C Length of Structure 15.00 Mtr.
D Height of Structure 2.50 Mtr.
Ø-l- ek=k nj jkf'k
1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 45.00 0.25 11.25
ehVj Áfr ehVj
2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15 ls-
eh- ijr es Mkyuk] <syksa dks rksM+uk] ?kkl&ikr
rFkk dadj chudj vyx djuk rFkk feêh dh
njslh djuk rFkk 'khi QwV jksyj@gSaM jSej ls
feêh nckuk] 1-5 eh mBku rFkk 50 eh- nwjh ds
fy,A
dBksj feVV̀h 328.13 85 27890.63
Äu ehVj Áfr Äu ehVj
3 cht cqokbZ cuk;s x;s fjt ijA 75.00 0.59 44.25
ehVj Áfr ehVj
10 ls-eh- nwjh ij (4 ls 5 LyhIl ,d txg) 4 okuLifrd vojks/k LFkkfir djuk
ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 60.00 525 31.50
fdeh Áfr fdeh
5 IykUVhax ,oa Mªsflax dk;Z 60.00 1425 85.50
fdeh Áfr fdeh
6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 60.00 308 18.48
fdeh Áfr fdeh
7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.77
1 yk[k fLyi
;ksx 28114.38
8 vkdfLed O;; 3 izfr'kr 843.43dqy ;ksx 28957.81
ekuk 29000.00
(4*yEckbZ)
Dimensions are not to the scale
ESTIMATE NO. 28
NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "C"
fooj.k
(3*yEckbZ)
15*(2.50+15.0)/2*2.50
(5*yEckbZ)
15.00m
2.50m
2.50m
1.00mFree board
13.50m M
(GKN BSR-2010 District Karauli)Considerations -
A Seepage Line 5%1
B Side Slope
U/s 3%1
D/S 2%1
C Length of Structure 10.00 Mtr.
D Height of Structure 2.00 Mtr.
Øe
la[;k
ek=k nj jkf'k
1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 30.00 0.25 7.50
Áfr ehVj
2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15
ls-eh- ijr es Mkyuk] <syksa dks rksM+uk]
?kkl&ikr rFkk dadj chudj vyx djuk
rFkk feêh dh njslh djuk rFkk 'khi QwV
jksyj@gSaM jSej ls feêh nckuk] 1-5 eh
mBku rFkk 50 eh- nwjh ds fy,A
dBksj feVV̀h 10*(2.5+12.50)/2*2.00 150.00 85 12750.00
Áfr Äu ehVj
3 cht cqokbZ cuk;s x;s fjt ijA 50.00 0.59 29.50
Áfr ehVj
10 ls-eh- nwjh ij (4 ls 5 LyhIl ,d txg) 4 okuLifrd vojks/k LFkkfir djuk
ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 40.00 525 21.00
Áfr fdeh
5 40.00 1425 57.00
Áfr fdeh
6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 40.00 308 12.32
Áfr fdeh
7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.771 yk[k fLyi
;ksx 12910.098 vkdfLed O;; 3 izfr'kr 387.30
dqy ;ksx 13297.39ekuk 13300.00
(4*yEckbZ)
Dimensions are not to the scale
ESTIMATE NO. 27
NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "B"
fooj.k
(3*yEckbZ)
(5*yEckbZ)
IykUVhax ,oa Mªsflax dk;Z
12.50m
2.50m
2.00m
0.70mFree board
11.70mm
(GKN BSR-2010 District Karauli)
Considerations -
A Seepage Line 5:1
B Side Slope
U/s 3:1
D/S 2:1
C Length of Structure 10.00 Mtr.
D Height of Structure 1.60 Mtr.
Øe la[;k ek=k nj jkf'k
1 Mkx csfyax 2-5 ls 5 lseh- xgjkbZ rd 30.00 0.25 7.50
Áfr ehVj
2 feêh dk dk;Z cU/k es ¼lw[kh ;k xhyh½] 15 ls-
eh- ijr es Mkyuk] <syksa dks rksM+uk] ?kkl&ikr
rFkk dadj chudj vyx djuk rFkk feêh dh
njslh djuk rFkk 'khi QwV jksyj@gSaM jSej ls
feêh nckuk] 1-5 eh mBku rFkk 50 eh- nwjh ds
fy,A
dBksj feVV̀h 112.00 85.00 9520.00
Áfr Äu ehVj
3 cht cqokbZ cuk;s x;s fjt ijA 50.00 0.59 29.50
Áfr ehVj
10 ls-eh- nwjh ij (4 ls 5 LyhIl ,d txg) 4 okuLifrd vojks/k LFkkfir djuk
ewatk@[kl fLyi Áwfuax ,oa lsisjsfVax dk;Z 40.00 525.00 21.00Áfr fdeh
5 IykUVhax ,oa Mªsflax dk;Z 40.00 1425.00 57.00Áfr fdeh
6 bUlsDVhlkbM@ isLVhlkbM ls mipkj djuk 40.00 308.00 12.32Áfr fdeh
7 ÁkÑfrd L«k¨«k l¢ ewatk@[kl fLyi m[kkMus dk dk;Z 2000 1638.50 32.771 yk[k fLyi
;ksx 9680.098 vkdfLed O;; 3 izfr'kr 290.40
dqy ;ksx 9970.49
ekuk 10000.00
(5*yEckbZ)
(4*yEckbZ)
ESTIMATE NO. 26
NAME OF WORK: CONSTRUCTION OF GULLY CONTROL STRUCTURE IN ARABLE LAND "A"
fooj.k
(3*yEckbZ)
10*(2.0+12.0)/2*1.60
12.00m
2.00m
1.60m
0.50mFree board
9.90 m
(GKN BSR-2010 District Karauli)
1 Name of W/S IWMP III
P.S. Karauli, DISTT. KARAULI
2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.
Design
1 Available crest length 20.00 M
2 Total catchment area 200.00 Ha
3 Hight of structure 1.80 M
A Design discharge (By flood discharge method)
A HYDRAULIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.40
36 Catchment Area 200.00
Q = 9.78 cumsec K = L3
H
L= 3800.00
Say 9.8 cumsec H= 40.00
K 37037.82
Tc=0.0195K0.77
64.25
I = 4.40
B HYDRAULIC DESIGN
Q = 1.71L(h)3/2
L = 20.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.56 Say = 0.60
Taking free board as 0.3 M
Total d = 0.90
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5
0.53 0.53 say = 0.80 M
(as per site condition where h = 0.60 m p = 2.30 0.60 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5
2.10 Say = 1.70 M
H =heigth of head wall in meters = 1.8 m 1.80 M
(iii) Length of head wall extension
H +d + 1 3.70 3.70 M
d = h+free board = 0.90 0.90 M
but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension
H + d = 2.70 M
(v) Botton width of HW ext. side wall & wing wall
0.5(H+h)= 1.20 1.10 M
(vi) Top width of HW ext
0.4H= 0.72 0.60 M
(vii) Length of Basin
L.B =0.75(H+d)+H 3.83 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall
ESTIMATE NO. 24
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C"
H+d = 2.70 2.70 M
(x) Height of side wall =1.5h at W W joints
1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M
(xiii) Height of the wing wall = 0.90 1.10 M
(xiv) Top width of Head wall ext site wall wing wall = 0.60mt
(xv) Width of toe wall= 0.45 M
(xvi) Height of toe wall = 0.30 M
(xvii) Height of wing wall at wing end = 1.10 M
(xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M
(xix) Depth of foundation taking as 2.00 M
STABILITY CHECK'S
a Top width of anicut = 0.80 m
b Bottm width of anicut = 1.70 m
w1 + w2 self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.60 m
H heigth of anicut = 1.80 m
L considening one metre = 1
S 2.3
C 0.6
Forces acting on a over flow gravity dam
Forces and momrnt calculation's
considening one metre length of ancut and taking
Restoring moment as positive (+ ve) and overturning moment
as negative (-ve)
moment taken at B
s. no. Forces v- vertical
forces
H-
horizontal
forces
Force
acting at a
distance
from B
moment at
B 2x5
+ ve -ve
1 w1 = a x H xLxS
3.31 3.31 2.20 7.29
2 w2 = 1/2x(b-a)xHxLxS
1.86 1.86 1.13 2.11
3 p1 =wh x H
1.08 1.08 0.90 0.97
4 p2 =wH2/2 x H
1.62 1.62 0.60 0.97
5 p3 =cxwbx(H+h)/2
1.10 1.10 1.80 1.98
TOTAL 4.07 2.70 9.39 3.93
Em=mr-mo 5.46
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
2.39
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 1.51
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.34
e = b/2 - X -0.49
Ev/b (1+6e/b) 0.66
Ev/b (1-6e/b) 4.13
P max = 0.66
P min = 4.13
S.No Particular Qty. Rate Labour Rate Unit Amount
1
Excavation in soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 16.66 75.00 75 cum 1249.50
2
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 49.98 92.00 92 cum 4598.16
3
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 99.96 134.00 134 cum 13394.64
4
cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including curing
Aggregate size upto 50mm. HB 28.96 2105.00 312.55 cum 60960.80
5
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation 114.04 1456.00 366.5 cum 166042.24
6
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure 81.81 1574.00 484.5 cum 128774.45
7
Cement plaster including smooth
finishing in cement mortar
(1:4)25mm thick 114.24 154.00 58.15 sqm 17592.96
8Cement concrete coping in cement
mortar1:1.5:3.100mm thick 8.64 3519.00 315 cum 30400.64
ABSTRACT OF COST
9
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding)charges of waterring and
compaction
Hard soil 50% 112.50 85.00 85 cum 9562.50
Ordinary murram 50% 112.50 134.00 134 cum 15075.00
10Rehandling of cement beyond 100
m initial lead lead up to 200 24.76 44.00 44 mt. 1089.28
TOTAL 448740.17
METARIAL 303921.00
LABOUR 144819.17
TOTAL 448740.17
Add 3% Contingency Charges 13462.20
TOTAL Rs. 462202.37
Say 4.62
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY
1 Total Excavation
H.W. 1.00 20.00 1.70 2.00 68.00
H.W.E. 2.00 3.00 1.10 2.00 13.20
S.W. 2.00 4.00 1.10 2.00 17.60
wing wall 2.00 1.50 1.10 2.00 6.60
Toe wall 1.00 20.00 0.45 0.90 8.10
Apron 1.00 20.00 2.95 0.90 53.10
Total (cu.m) 166.60
2
Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 10%of
TotalExcavation
Total 16.66
3
Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30% of Total
Excavation
Total 49.98
DETAILED ESTIMATE
4
Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead of
30m and lift of 1.5m 60% of Total
Excavation
Total 99.96
5
cement concrete well mixed in cement
mortar(1:4:8) laid in position
complete including curing Aggregate
size upto 50mm. HB Total Excavation
H.W. 1.00 20.00 1.70 0.30 10.20
H.W.E. 2.00 3.00 1.10 0.30 1.98
S.W. 2.00 4.00 1.10 0.30 2.64
Wing Wall 2.00 1.50 1.10 0.30 0.99
Toe Wall 1.00 20.00 0.45 0.15 1.35
Apron 1.00 20.00 2.95 0.20 11.80
Total 28.96
6
Random rubble stone masonary in
cement sand mortar(1:6) for
foundation
H.W. 1.00 20.00 1.70 1.70 57.80
H.W.E. 2.00 3.00 1.10 1.70 11.22
S.W. 2.00 4.00 1.10 1.70 14.96
Wing Wall 2.00 1.50 1.10 1.70 5.61
Toe Wall 1.00 20.00 0.45 0.75 6.75
Apron 1.00 20.00 2.95 0.30 17.70
Total 114.04
7
Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure
H.W. 1.00 20.00 1.25 1.80 45.00
H.W.E 1.00 3.00 0.85 2.70 6.89
S.W. 2.00 3.40 0.85 1.90 10.98
2.00 0.60 0.85 2.70 2.75
2.00 0.50 0.85 1.35 1.15
Wing Wall 4.00 1.50 0.85 2.95 15.05
Total 81.81
8
Cement plaster including smooth
finishing in cement mortar (1:3)25mm
thick
H.W. 1.00 20.00 1.80 36.00
1.00 20.00 2.10 42.00
1.00 20.00 0.30 6.00
S.W. 2.00 0.80 0.90 1.44
2.00 0.90 1.80 1.44
2.00 3.40 1.90 12.92
2.00 2.95 0.30 1.77
Wing Wall 2.00 1.50 1.10 3.30
2.00 0.85 1.10 1.87
H.W.E. 1.00 3.00 0.50 1.50
Toe Wall 1.00 20.00 0.30 6.00
Total 114.24
9Cement concrete coping in cement
mortar1:2:4.75 mm thick
H.W. 1.00 20.00 0.80 0.08 1.20
S.W. 2.00 5.10 0.60 0.08 0.46
Wing Wall 4.00 1.50 0.60 0.08 0.27
H.W.E. 1.00 3.00 0.60 0.08 0.14
Toe.Wall 1.00 20.00 0.45 0.08 0.68
Apron 1.00 20.00 2.95 0.10 5.90
Total 8.64
10
E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding charges of waterring and
compaction) Hard soil 225
Total 225
0.60 P3
0.80
P1
1.80 w1 1.3
P2 0.90
0.60 w2
2.40
1.80
1.44
PLAN
1.5 20.00 1.5
4.00
0.45
0.57 1.13
0.60
1.70
0.80
1.50
0.80
1.80 1.10
G.L G.L
0.10
0.30 0.90
2.00
0.20
0.3 2.95
1.70
X-Section
2.
0.60
0.60
2.70
1.10
G.L G.L
2.00 2.00
0.3 0.3
1.10
S.W.& H.Ex- X- Sec.
1.10
W.W. X- Sec.
1 Name of W/S IWMP III
P.S. Karauli, DISTT. KARAULI
2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.
Design
1 Available crest length 10.00 M
2 Total catchment area 150.00 Ha
3 Hight of structure 1.50 M
A Design discharge (By flood discharge method)
A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.40
36 Catchment Area 150.00
Q = 7.33 cumsec K = L3
H
L= 3800.00
Say 8 cumsec H= 40.00
K 37037.82
Tc=0.0195K0.77
64.25
I = 4.40
B HYDROLIC DESIGN
Q = 1.71L(h)3/2
L = 10.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.58 Say = 0.60
Taking free board as 0.3 M
Total d = 0.90
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5
0.53 0.53 say = 0.80 M
(as per site condition where h = 0.60 m p = 2.30 0.60 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5
1.84 Say = 1.70 M
H =heigth of head wall in meters = 1.5 m 1.50 M
(iii) Length of head wall extension
H +d + 1 3.40 3.40 M
d = h+free board = 0.90 0.90 M
but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension
H + d = 2.40 M
(v) Botton width of HW ext. side wall & wing wall
0.5(H+h)= 1.05 1.10 M
(vi) Top width of HW ext
0.4H= 0.6 0.60 M
(vii) Length of Basin
L.B =0.75(H+d)+H 3.30 2.95 M
ESTIMATE NO. 23
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "B"
(GKN BSR-2010 District Karauli)
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall
H+d = 2.40 2.40 M
(x) Height of side wall =1.5h at W W joints
1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M
(xiii) Height of the wing wall = 0.90 1.10 M
(xiv) Top width of Head wall ext site wall wing wall = 0.60mt
(xv) Width of toe wall= 0.45 M
(xvi)Height of toe wall = 0.30 M
(xvii)Height of wing wall at wing end = 1.10 M
(xviii)Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M
(xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S
a Top width of anicut = 0.80 m
b Bottm width of anicut = 1.70 m
w1 + w2self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.60 m
H heigth of anicut = 1.50 m
L considening one metre = 1
S 2.3
C 0.6
Forces acting on a over flow gravity dam
Forces and momrnt calculation's
considening one metre length of ancut and taking
Restoring moment as positive (+ ve) and overturning moment
as negative (-ve)
moment taken at B
s. no. Forces
v- vertical
forces
H-
horizontal
forces
Force
acting at a
distance
from B
moment at
B 2x5
+ ve -ve
1 w1 = a x H xLxS
2.76 2.76 2.20 6.07
2 w2 = 1/2x(b-a)xHxLxS
1.55 1.55 1.13 1.75
3 p1 =wh x H
0.90 0.90 0.90 0.81
4 p2 =wH2/2 x H
1.13 1.13 0.60 0.68
5 p3 =cxwbx(H+h)/2
0.92 0.92 1.80 1.65
TOTAL 3.39 2.03 7.83 3.14
Em=mr-mo 4.69
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
2.49
it is more than 1.50 hance structure is safe against overturning
SLIDING
Factor of safety against slinding
Ev/Eh = 1.68
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.38
e = b/2 - X -0.53
Ev/b (1+6e/b) 0.12
Ev/b (1-6e/b) 3.87
P max = 0.12
P min = 3.87
S.No Particular Qty. Rate Labour Rate Unit Amount
1 Excavation in soil dry or
most&disposal of excavated material
within intial lead of 30 m and liftof
1.5m including dressing etc complete 10.20 75.00 75 cum 765.00
2 Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30.60 92.00 92 cum 2815.20
3 Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 61.20 134.00 134 cum 8200.80
4 cement concrete well mixed in
cement mortar(1:4:8) laid in position
complete including curing Aggregate
size upto 50mm. HB 17.29 2105.00 312.55 cum 36384.93
5 Random rubble stone masonary in
cement sand mortar(1:6) for
foundation 72.92 1456.00 366.5 cum 106164.24
6 Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure 53.50 1574.00 484.5 cum 84205.85
7 Cement plaster including smooth
finishing in cement mortar
(1:4)25mm thick 62.22 154.00 58.15 sqm 9581.88
ABSTRACT OF COST
8 Cement concrete coping in cement
mortar1:1.5:3.100mm thick 4.75 3519.00 315 cum 16720.53
9 E/W for bind / embankment in dry or
mosit soil including laying on layers
1.5cm Breaking of clods sort ing of
grass pabbles ete and dressing in
requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding)charges of waterring and
compaction
Hard soil 50% 112.50 85.00 85 cum 9562.50
Ordinary murram 50% 112.50 134.00 134 cum 15075.00
10 Rehandling of cement beyond 100 m
initial lead lead up to 200 15.41 44.00 44 mt. 678.20
TOTAL 290154.12
METARIAL 189897.05
LABOUR 100257.07
TOTAL 290154.12
Add 3% Contingency Charges 8704.62
TOTAL Rs. 298858.75
Say 2.99
Prepared by checked by Approved by
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY
1 Total Excavation
H.W. 1.00 10.00 1.70 2.00 34.00
H.W.E. 2.00 3.00 1.10 2.00 13.20
S.W. 2.00 4.00 1.10 2.00 17.60
wing wall 2.00 1.50 1.10 2.00 6.60
Toe wall 1.00 10.00 0.45 0.90 4.05
Apron 1.00 10.00 2.95 0.90 26.55
Total (cu.m) 102.00
2 Excavation in hard soil dry or
most&disposal of excavated material
within intial lead of 30 m and liftof
1.5m including dressing etc complete
10%of TotalExcavation
Total 10.20
DETAILED ESTIMATE
3 Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30% of Total
Excavation
Total 30.60
4 Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 60% of Total
Excavation
Total 61.20
5 cement concrete well mixed in
cement mortar(1:4:8) laid in position
complete including curing Aggregate
size upto 50mm. HB Total
Excavation H.W. 1.00 10.00 1.70 0.30 5.10
H.W.E. 2.00 3.00 1.10 0.30 1.98
S.W. 2.00 4.00 1.10 0.30 2.64
Wing Wall 2.00 1.50 1.10 0.30 0.99
Toe Wall 1.00 10.00 0.45 0.15 0.68
Apron 1.00 10.00 2.95 0.20 5.90
Total 17.29
6 Random rubble stone masonary in
cement sand mortar(1:6) for
foundation
H.W. 1.00 10.00 1.70 1.70 28.90
H.W.E. 2.00 3.00 1.10 1.70 11.22
S.W. 2.00 4.00 1.10 1.70 14.96
Wing Wall 2.00 1.50 1.10 1.70 5.61
Toe Wall 1.00 10.00 0.45 0.75 3.38
Apron 1.00 10.00 2.95 0.30 8.85
Total 72.92
7 Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure
H.W. 1.00 10.00 1.25 1.50 18.75
H.W.E 1.00 3.00 0.85 2.40 6.12
S.W. 2.00 3.40 0.85 1.75 10.12
2.00 0.60 0.85 2.40 2.45
2.00 0.50 0.85 1.20 1.02
Wing Wall 4.00 1.50 0.85 2.95 15.05
Total 53.50
8 Cement plaster including smooth
finishing in cement mortar
(1:3)25mm thick
H.W. 1.00 10.00 1.50 15.00
1.00 10.00 1.80 18.00
1.00 10.00 0.30 3.00
S.W. 2.00 0.80 0.90 1.44
2.00 0.90 1.65 1.44
2.00 3.40 1.75 11.90
2.00 2.95 0.30 1.77
Wing Wall 2.00 1.50 1.10 3.30
2.00 0.85 1.10 1.87
H.W.E. 1.00 3.00 0.50 1.50
Toe Wall 1.00 10.00 0.30 3.00
Total 62.22
9 Cement concrete coping in cement
mortar1:2:4.75 mm thick
H.W. 1.00 10.00 0.80 0.08 0.60
S.W. 2.00 5.10 0.60 0.08 0.46
Wing Wall 4.00 1.50 0.60 0.08 0.27
H.W.E. 1.00 3.00 0.60 0.08 0.14
Toe.Wall 1.00 10.00 0.45 0.08 0.34
Apron 1.00 10.00 2.95 0.10 2.95
Total 4.75
10 E/W for bind / embankment in dry or
mosit soil including laying on layers
1.5cm Breaking of clods sort ing of
grass pabbles ete and dressing in
requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding charges of waterring and
compaction) Hard soil 225
Total 225
0.60 P3
0.80
P1
1.50 w1 1.3
P2 0.75
0.50 w2
2.10
1.50
1.26
PLAN
1.5 10.00 1.5
4.00
0.45
0.57 1.13
0.60
1.70
0.80
1.50
0.80
1.50 1.10
G.L G.L
0.10
0.30 0.90
2.00
0.20
0.3 2.95
1.70
X-Section
2.
0.60
0.60
2.40
1.10
G.L G.L
2.00 2.00
0.3 0.3
1.10
S.W.& H.Ex- X- Sec.
1.10
W.W. X- Sec.
(GKN BSR-2010 District Karauli)
1 Name of W/S IWMP III
P.S. Karauli, DISTT. KARAULI
2 Name of work :- CONTRUCTION OF WATER HARVESTING STR.
Design
1 Available crest length 6.00 M
2 Total catchment area 100.00 Ha
3 Hight of structure 1.30 M
A Design discharge (By flood discharge method)
A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.40
36 Catchment Area 100.00
Q = 4.89 cumsec K = L3
H
L= 3800.00
Say 4.9 cumsec H= 40.00
K 37037.82
Tc=0.0195K0.77
64.25
I = 4.40
B HYDROLIC DESIGN
Q = 1.71L(h)3/2
L = 6.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.61 Say = 0.60
Taking free board as 0.3 M
Total d = 0.90
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5
0.53 0.53 say = 0.60 M
(as per site condition where h = 0.60 m p = 2.30 0.60 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5
1.67 Say = 1.70 M
H =heigth of head wall in meters = 1.3 m 1.30 M
(iii) Length of head wall extension
H +d + 1 3.20 3.20 M
d = h+free board = 0.90 0.90 M
but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension
H + d = 2.20 M
(v) Botton width of HW ext. side wall & wing wall
0.5(H+h)= 0.95 1.10 M
(vi) Top width of HW ext
0.4H= 0.52 0.60 M
(vii) Length of Basin
L.B =0.75(H+d)+H 2.95 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall
H+d = 2.20 2.20 M
(x) Height of side wall =1.5h at W W joints
1.5h = 0.90 1.10 M
ESTIMATE NO. 22
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "A"
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M
(xiii) Height of the wing wall = 0.90 1.10 M
(xiv) Top width of Head wall ext site wall wing wall = 0.60mt
(xv) Width of toe wall= 0.45 M
(xvi)Height of toe wall = 0.30 M
(xvii)Height of wing wall at wing end = 1.10 M
(xviii)Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M
(xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S
a Top width of anicut = 0.60 m
b Bottm width of anicut = 1.70 m
w1 + w2self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.60 m
H heigth of anicut = 1.30 m
L considening one metre = 1
S 2.3
C 0.6
Forces acting on a over flow gravity dam
Forces and momrnt calculation's
considening one metre length of ancut and taking
Restoring moment as positive (+ ve) and overturning moment
as negative (-ve)
moment taken at B
s. no. Forces
v- vertical
forces
H- horizontal
forces
Force
acting at a
distance
from B
moment at B
2x5
+ ve -ve
1 w1 = a x H xLxS
1.79 1.79 2.20 3.95
2 w2 = 1/2x(b-a)xHxLxS
1.64 1.64 1.13 1.86
3 p1 =wh x H
0.78 0.78 0.90 0.70
4 p2 =wH2/2 x H
0.85 0.85 0.60 0.51
5 p3 =cxwbx(H+h)/2
0.80 0.80 1.80 1.43
TOTAL 2.64 1.63 5.81 2.64
Em=mr-mo 3.16
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
2.20
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 1.63
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.20
e = b/2 - X -0.35
Ev/b (1+6e/b) 0.33
Ev/b (1-6e/b) 2.78
P max = 0.33
P min = 2.78
S.No Particular Qty. Rate Labour
Rate
Unit Amount
1 Excavation in soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 7.62 75.00 75 cum 571.20
2 Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 22.85 92.00 92 cum 2102.02
3 Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 45.70 134.00 134 cum 6123.26
4 cement concrete well mixed in
cement mortar(1:4:8) laid in position
complete including curing
Aggregate size upto 50mm. HB 12.62 2105.00 312.55 cum 26554.58
5 Random rubble stone masonary in
cement sand mortar(1:6) for
foundation 56.47 1456.00 366.5 cum 82213.04
6 Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure 42.34 1574.00 484.5 cum 66644.73
7 Cement plaster including smooth
finishing in cement mortar
(1:4)25mm thick 42.82 154.00 58.15 sqm 6594.28
8 Cement concrete coping in cement
mortar1:1.5:3.100mm thick 3.11 3519.00 315 cum 10931.77
9 E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding)charges of waterring and
compaction
Hard soil 50% 112.50 85.00 85 cum 9562.50
ABSTRACT OF COST
Ordinary murram 50% 112.50 134.00 134 cum 15075.00
10 Rehandling of cement beyond 100 m
initial lead lead up to 200 11.67 44.00 44 mt. 513.46
TOTAL 226885.84
METARIAL 144318.42
LABOUR 82567.43
TOTAL 226885.84
Add 3% Contingency Charges 6806.58
TOTAL Rs. 233692.42
Say 2.33
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY
1 Total Excavation
H.W. 1.00 6.00 1.70 2.00 20.40
H.W.E. 2.00 3.00 1.10 2.00 13.20
S.W. 2.00 4.00 1.10 2.00 17.60
wing wall 2.00 1.50 1.10 2.00 6.60
Toe wall 1.00 6.00 0.45 0.90 2.43
Apron 1.00 6.00 2.95 0.90 15.93
Total (cu.m) 76.16
2 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of 30 m
and liftof 1.5m including dressing
etc complete 10%of
TotalExcavation
Total 7.62
3 Excavation in ordinary murram or
earth mixed with bajri and kankar or
boulder dry or most&disposal of
excavated material within intial lead
of 30 m and liftof 1.5m including
dressing etc complete 30% of Total
Excavation
Total 22.85
DETAILED ESTIMATE
4 Excavation in disintegrated rock and
or soft rock or hard bankar or
compacted murrum dry or moist
including dressing&disposal of
exeavated matarual with intial lead
of 30m and lift of 1.5m 60% of
Total Excavation
Total 45.70
5 cement concrete well mixed in
cement mortar(1:4:8) laid in position
complete including curing
Aggregate size upto 50mm. HB
Total Excavation H.W. 1.00 6.00 1.70 0.30 3.06
H.W.E. 2.00 3.00 1.10 0.30 1.98
S.W. 2.00 4.00 1.10 0.30 2.64
Wing Wall 2.00 1.50 1.10 0.30 0.99
Toe Wall 1.00 6.00 0.45 0.15 0.41
Apron 1.00 6.00 2.95 0.20 3.54
Total 12.62
6 Random rubble stone masonary in
cement sand mortar(1:6) for
foundation
H.W. 1.00 6.00 1.70 1.70 17.34
H.W.E. 2.00 3.00 1.10 1.70 11.22
S.W. 2.00 4.00 1.10 1.70 14.96
Wing Wall 2.00 1.50 1.10 1.70 5.61
Toe Wall 1.00 6.00 0.45 0.75 2.03
Apron 1.00 6.00 2.95 0.30 5.31
Total 56.47
7 Random rubble stone masonary in
cement sand mortar(1:6) forsuper
structure
H.W. 1.00 6.00 1.15 1.30 8.97
H.W.E 1.00 3.00 0.85 2.20 5.61
S.W. 2.00 3.40 0.85 1.65 9.54
2.00 0.60 0.85 2.20 2.24
2.00 0.50 0.85 1.10 0.94
Wing Wall 4.00 1.50 0.85 2.95 15.05
Total 42.34
8 Cement plaster including smooth
finishing in cement mortar
(1:3)25mm thick
H.W. 1.00 6.00 1.30 7.80
1.00 6.00 1.60 9.60
1.00 6.00 0.30 1.80
S.W. 2.00 0.60 0.90 1.08
2.00 1.10 1.55 1.08
2.00 3.40 1.65 11.22
2.00 2.95 0.30 1.77
Wing Wall 2.00 1.50 1.10 3.30
2.00 0.85 1.10 1.87
H.W.E. 1.00 3.00 0.50 1.50
Toe Wall 1.00 6.00 0.30 1.80
Total 42.82
9 Cement concrete coping in cement
mortar1:2:4.75 mm thick
H.W. 1.00 6.00 0.60 0.08 0.27
S.W. 2.00 5.10 0.60 0.08 0.46
Wing Wall 4.00 1.50 0.60 0.08 0.27
H.W.E. 1.00 3.00 0.60 0.08 0.14
Toe.Wall 1.00 6.00 0.45 0.08 0.20
Apron 1.00 6.00 2.95 0.10 1.77
Total 3.11
10 E/W for bind / embankment in dry
or mosit soil including laying on
layers 1.5cm Breaking of clods sort
ing of grass pabbles ete and dressing
in requred profile when compacted
manually or by plain roller with
initial lead of 30mt and lift 1.5 mt
(exeluding charges of waterring and
compaction) Hard soil 225
Total 225
0.60 P3
0.60
P1
1.30 w1 1.4
P2 0.65
0.43 w2
1.90
1.30
1.14
PLAN
1.5 6.00 1.5
4.00
0.45
0.57 1.13
0.60
1.70
0.60
1.50
0.60
1.30 1.10
G.L G.L
0.10
0.30 0.90
2.00
0.20
0.3 2.95
1.70
X-Section
2.
0.60
0.60
2.20
1.10
G.L G.L
2.00 2.00
0.3 0.3
1.10
S.W.& H.Ex- X- Sec.
1.10
W.W. X- Sec.
(GKN BSR-2010 District Karauli)
1 Name of w/s :- IWMP-III
2 Name of work :- CONTRUCTION OF SAFTY WALL
1 Available crest length 9 M
2 Hight of structure 0.80 M
3 Top Width 0.6 M
4 Bottom Width 1.25 M
5 Depth of foundation taking as 1.10 M
6 Length of Basin 1.00 M
7 Head wall ext. 2+2 M
S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of
30 m and liftof 1.5m including
dressing etc complete
H.W. 1.00 9.00 1.25 1.10 12.38
H.W.EX. 2.00 2.00 0.90 1.10 3.96
Apron 1.00 9.00 1.00 0.60 5.40
Total (cu.m) 21.74
Total 21.74 92.00 1999.62
2 cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including
curing Aggregate size upto
50mm. HB
H.W. 1.00 9.00 1.25 0.30 3.38
H.W.EX. 2.00 2.00 0.90 0.30 1.08
Apron 1.00 9.00 1.00 0.30 2.70
Total 7.16 2105 15061.28
3 Random rubble stone
masonary in cement sand
mortar(1:6) for foundation
H.W. 1.00 9.00 1.25 0.80 9.00
H.W.EX. 2.00 2.00 0.60 0.80 1.92
Apron 1.00 9.00 1.00 0.30 2.70
Total 13.62 1456 19830.72
4 Random rubble stone
masonary in cement sand
mortar(1:6) for super structure
H.W. 1.00 9.00 0.93 0.80 6.66
H.W.EX. 2.00 2.00 0.60 1.30 3.12
Total 6.66 1574 10482.84
5 Cement plaster including
smooth finishing in cement
mortar (1:4)25mm thick
H.W. 1.00 9.00 0.80 7.20
1.00 9.00 1.10 9.90
H.W.EX. 2.00 0.60 0.50 0.60
ESTIMATE NO. 17
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "B"
P.S . Karauli, DISTT. KARAULI ( RAJ.)
DETAILED ESTIMATE
Apron 1.00 9.00 1.00 9.00
Total 26.70 154 4111.80
6 Cement concrete coping in
cement mortar1:1:5 :3 100
mm thick
H.W. 1.00 9.00 0.60 0.075 0.41
H.W.EX. 2.00 2.00 0.60 0.075 0.18
Apron 1.00 9.00 1.25 0.075 0.84
Total 1.43 3519 5027.77
TOTAL 56514.03
MATERIAL 45425.73
LABOUR 11088.30
TOTAL 56514.03
Add 3% Contingency Charges 1695.42
TOTAL Rs. 58209.45
Say 58200.00
.0.6 2.00 9
1.00 0.3 9
G.L G.L
1.10 0.3
0.3
1.3
0.50
0.6
1.00
X-Section
(GKN BSR-2010 District Karauli)
1 Name of w/s :- IWMP-III
2 Name of work :- CONTRUCTION OF WALL AT M- L-2
1 Available crest length 8 M
2 Hight of structure 0.60 M
3 Top Width 0.6 M
4 Bottom Width 1.10 M
5 Depth of foundation taking as 0.90 M
6 Length of Basin 1.00 M
7 Head wall ext. 2+2 M
S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of
30 m and liftof 1.5m including
dressing etc complete 100%of
TotalExcavation
H.W. 1.00 8.00 1.10 0.90 7.92
H.W.EX. 2.00 2.00 0.90 0.90 3.24
Apron 1.00 8.00 1.00 0.60 4.80
Total (cu.m) 15.96
Total 15.96 92.00 1468.32
2 cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including
curing Aggregate size upto
50mm. H.W. 1.00 8.00 1.10 0.30 2.64
H.W.EX. 2.00 2.00 0.90 0.30 1.08
Apron 1.00 8.00 1.00 0.30 2.40
Total 6.12 2105 12882.60
3 Random rubble stone
masonary in cement sand
mortar(1:6) for foundation
H.W. 1.00 8.00 1.10 0.60 5.28
H.W.EX. 2.00 2.00 0.60 0.60 1.44
Apron 1.00 8.00 1.00 0.30 2.40
Total 9.12 1456 13278.72
4 Random rubble stone
masonary in cement sand
mortar(1:6) for super structure
H.W. 1.00 8.00 0.85 0.60 4.08
H.W.EX. 2.00 2.00 0.60 1.10 2.64
Total 4.08 1574 6421.92
ESTIMATE NO. 18
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "A"
DETAILED ESTIMATE
P.S . Karauli, DISTT. KARAULI ( RAJ.)
5 Cement plaster including
smooth finishing in cement
mortar (1:4)25mm thick
H.W. 1.00 8.00 0.60 4.80
1.00 8.00 0.90 7.20
H.W.EX. 2.00 0.60 0.50 0.60
Apron 1.00 8.00 1.00 8.00
Total 20.60 154 3172.40
6 Cement concrete coping in
cement mortar1:1:5 :3 100
mm thick
H.W. 1.00 8.00 0.60 0.075 0.36
H.W.EX. 2.00 2.00 0.60 0.075 0.18
Apron 1.00 8.00 1.10 0.075 0.66
Total 1.20 3519 4222.80
TOTAL 41446.76
METARIAL 33596.60
LABOUR 7850.16
TOTAL 41446.76
Add 3% Contingency Charges 1243.40
TOTAL Rs. 42690.16
Say 42700.00
.0.6 2.00 8
1.00 0.3 8
G.L G.L
0.90 0.3
0.3
1.1
X-Section
0.6
0.50
1.00
(GKN BSR-2010 District Karauli)
1 Name of w/s :- IWMP-III
2 Name of work :- CONTRUCTION OF WALL AT M- L-5
1 Available crest length 14 M
2 Hight of structure 0.90 M
3 Top Width 0.6 M
4 Bottom Width 1.35 M
5 Depth of foundation taking as 1.20 M
6 Length of Basin 1.00 M
7 Head wall ext. 2+2 M
S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of
30 m and liftof 1.5m including
dressing etc complete 100%of
TotalExcavation
H.W. 1.00 14.00 1.35 1.20 22.68
H.W.EX. 2.00 2.00 0.90 1.20 4.32
Apron 1.00 14.00 1.00 0.60 8.40
Total (cu.m) 35.40
Total 35.40 92.00 3256.80
2 cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including
curing Aggregate size upto
50mm. HB H.W.
1.00 14.00 1.35 0.30 5.67
H.W.EX. 2.00 2.00 0.90 0.30 1.08
Apron 1.00 14.00 1.00 0.30 4.20
Total 10.95 2105 23049.75
3 Random rubble stone
masonary in cement sand
mortar(1:6) for foundation
H.W. 1.00 14.00 1.35 0.90 17.01
H.W.EX. 2.00 2.00 0.60 0.90 2.16
Apron 1.00 14.00 1.00 0.30 4.20
Total 23.37 1456 34026.72
4 Random rubble stone
masonary in cement sand
mortar(1:6) for super structure
H.W. 1.00 14.00 0.98 0.90 12.29
H.W.EX. 2.00 2.00 0.60 1.40 3.36
Total 12.29 1574 19336.59
5 Cement plaster including
smooth finishing in cement
mortar (1:4)25mm thick
H.W. 1.00 14.00 0.90 12.60
1.00 14.00 1.20 16.80
H.W.EX. 2.00 0.60 0.50 0.60
ESTIMATE NO. 19
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "C"
DETAILED ESTIMATE
P.S . Karauli, DISTT. KARAULI ( RAJ.)
Apron 1.00 14.00 1.00 14.00
Total 44.00 154 6776.00
6 Cement concrete coping in
cement mortar1:1:5 :3 100
mm thick
H.W. 1.00 14.00 0.60 0.075 0.63
H.W.EX. 2.00 2.00 0.60 0.075 0.18
Apron 1.00 14.00 1.35 0.075 1.42
Total 2.23 3519 7838.57
TOTAL 94284.43
METARIAL 75481.64
LABOUR 18802.79
TOTAL 94284.43
Add 3% Contingency Charges 2828.53
TOTAL Rs. 97112.97
Say 97100.00
.0.6 2.00 14
1.00 0.3 14
G.L G.L
1.20 0.3
0.3
1.4
0.50
0.6
1.00
X-Section
(GKN BSR-2010 District Karauli)
1 Name of w/s :- IWMP-III
2 Name of work :- CONTRUCTION OF WALL AT M- L-6
1 Available crest length 17 M
2 Hight of structure 1.00 M
3 Top Width 0.6 M
4 Bottom Width 1.40 M
5 Depth of foundation taking as 1.30 M
6 Length of Basin 1.00 M
7 Head wall ext. 2+2 M
S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of
30 m and liftof 1.5m including
dressing etc complete 100%of
TotalExcavation
H.W. 1.00 17.00 1.40 1.30 30.94
H.W.EX. 2.00 2.00 0.90 1.30 4.68
Apron 1.00 17.00 1.00 0.60 10.20
Total (cu.m) 45.82
Total 45.82 92.00 4215.44
2 cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including
curing Aggregate size upto
50mm. HB H.W.
1.00 17.00 1.40 0.30 7.14
H.W.EX. 2.00 2.00 0.90 0.30 1.08
Apron 1.00 17.00 1.00 0.30 5.10
Total 13.32 2105 28038.60
3 Random rubble stone
masonary in cement sand
mortar(1:6) for foundation
H.W. 1.00 17.00 1.40 1.00 23.80
H.W.EX. 2.00 2.00 0.60 1.00 2.40
Apron 1.00 17.00 1.00 0.30 5.10
Total 31.30 1456 45572.80
4 Random rubble stone
masonary in cement sand
mortar(1:6) for super structure
H.W. 1.00 17.00 1.00 1.00 17.00
H.W.EX. 2.00 2.00 0.60 1.50 3.60
Total 17.00 1574 26758.00
5 Cement plaster including
smooth finishing in cement
mortar (1:4)25mm thick
H.W. 1.00 17.00 1.00 17.00
1.00 17.00 1.30 22.10
H.W.EX. 2.00 0.60 0.50 0.60
P.S . Karauli, DISTT. KARAULI ( RAJ.)
DETAILED ESTIMATE
ESTIMATE NO. 20
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "D"
Apron 1.00 17.00 1.00 17.00
Total 56.70 154 8731.80
6 Cement concrete coping in
cement mortar1:1:5 :3 100
mm thick
H.W. 1.00 17.00 0.60 0.075 0.77
H.W.EX. 2.00 2.00 0.60 0.075 0.18
Apron 1.00 17.00 1.40 0.075 1.79
Total 2.73 3519 9606.87
TOTAL 122923.51
METARIAL 98098.34
LABOUR 24825.17
TOTAL 122923.51
Add 3% Contingency Charges 3687.71
TOTAL Rs. 126611.22
Say 126600.00
.0.6 2.00 17
1.00 0.3 17
G.L G.L
1.30 0.3
0.3
1.4
0.50
0.6
1.00
X-Section
(GKN BSR-2010 District Karauli)
1 Name of w/s :- IWMP-III
2 Name of work :- CONTRUCTION OF WALL AT M- L-8
1 Available crest length 22 M
2 Hight of structure 1.30 M
3 Top Width 0.6 M
4 Bottom Width 1.70 M
5 Depth of foundation taking as 1.60 M
6 Length of Basin 1.00 M
7 Head wall ext. 2+2 M
S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or
most&disposal of excavated
material within intial lead of
30 m and liftof 1.5m including
dressing etc complete 100%of
TotalExcavation
H.W. 1.00 22.00 1.70 1.60 59.84
H.W.EX. 2.00 2.00 0.90 1.60 5.76
Apron 1.00 22.00 1.00 0.60 13.20
Total (cu.m) 78.80
Total 78.80 92.00 7249.60
2 cement concrete well mixed in
cement mortar(1:4:8) laid in
position complete including
curing Aggregate size upto
50mm. HB H.W.
1.00 22.00 1.70 0.30 11.22
H.W.EX. 2.00 2.00 0.90 0.30 1.08
Apron 1.00 22.00 1.00 0.30 6.60
Total 18.90 2105 39784.50
3 Random rubble stone
masonary in cement sand
mortar(1:6) for foundation
H.W. 1.00 22.00 1.70 1.30 48.62
H.W.EX. 2.00 2.00 0.60 1.30 3.12
Apron 1.00 22.00 1.00 0.30 6.60
Total 58.34 1456 84943.04
4 Random rubble stone
masonary in cement sand
mortar(1:6) for super structure
H.W. 1.00 22.00 1.15 1.30 32.89
H.W.EX. 2.00 2.00 0.60 1.80 4.32
Total 32.89 1574 51768.86
5 Cement plaster including
smooth finishing in cement
mortar (1:4)25mm thick
H.W. 1.00 22.00 1.30 28.60
1.00 22.00 1.60 35.20
H.W.EX. 2.00 0.60 0.50 0.60
ESTIMATE NO. 21
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "E"
P.S . Karauli, DISTT. KARAULI ( RAJ.)
DETAILED ESTIMATE
Apron 1.00 22.00 1.00 22.00
Total 86.40 154 13305.60
6 Cement concrete coping in
cement mortar1:1:5 :3 100
mm thick
H.W. 1.00 22.00 0.60 0.075 0.99
H.W.EX. 2.00 2.00 0.60 0.075 0.18
Apron 1.00 22.00 1.70 0.075 2.81
Total 3.98 3519 13988.03
TOTAL 211039.63
METARIAL 167224.72
LABOUR 43814.91
TOTAL 211039.63
Add 3% Contingency Charges 6331.19
TOTAL Rs. 217370.81
Say 217400.00
.0.6 2.00 22
1.00 0.3 22
G.L G.L
1.60 0.3
0.3
1.7
0.6
1.00
X-Section
0.50
(GKN BSR-2010 District Karauli)
S.No Item Part No. L W H/D Qty Unit Rate Amount
HW 1 8.00 0.90 0.30 2.16
HWE 2 2.50 0.90 0.30 1.35
3.51 Cum 92.00 322.92Foundation Same as Item no. 1 3.51
Super structure
HW 1 8.00 0.75 0.45 2.70
HWE 2 2.50 0.75 0.75 2.81
9.02 Cum 804.00 7254.09
3 Rehandling and carriage of stone by head load or animal transport including loading and unloading for lead up to 200m
Cum 47.00 424.06
4 Vegetation L.S. 115.00
8116.07Say Rates are taken from Dar Anusuchie 2011, ZP Jaipur Rs.8100 /- only
2 Dry stone masonary for
Sub total
9.02
Total
NAME OF WORK: CONSTRUCTION OF LOOSE STONE CHECK DAM
ESTIMATE NO. 16
1 Excavation in hard soil disposal ofexcavated material within initial lead of30m and lift of 1.5mtr dressing etc.complete. Total E/W
Table 1. Village Wise Land Use of Project Area
Temporary Fallow
Permanent Fellow
Cultivated Rainfed
Cultivated Irrigated
1 Badoda 543 - 15 - 1 2 1 217 395 612 232 Ecat 403 45 10 - 53 3 2 161 279 440 503 Jodli 340 - 11 - - 2 1 136 205 341 354 Gordhanpura 136 - 5 - - 7 2 55 120 175 115 Gadhigaon 651 722 50 - 11 4 2 260 392 652 186 Pardonkapura 270 45 20 - 5 3 1 108 248 356 107 Kiradi 371 110 10 - - 4 2 148 145 293 238 Fatehpur 595 - 45 17 5 3 1 238 200 438 959 Saimarda 380 - 35 - 1 3 2 160 186 346 710 Hadoti 641 47 90 207 7 5 3 256 421 677 25
Total 4330 969 291 224 83 36 17 1739 2591 4330 297
Agriculture LandUncultivated Waste Land
Net sown area
Net area sown more than once
Name of Gram Panchayt/ Village S.N. Community
Land Pastures Geographical Area
Forest Area
Table 2. Village Wise Details of Land Holding According to Zambandi (As per Revenue Record) Area in hecarare
S.N. Name of Gram Panchayt/ Village
Govern ment Forest Pasture
Private Land
¼][kkrsnkj½
Govt. Land given to
Cultivator ¼xSj [kkrasnkj½
Land Alloted to Other Department/
Prganization Total
1 Badoda 15 - - 395 4 - 4142 Ecat 10 45 - 279 3 - 3373 Jodli 11 - - 205 - - 2164 Gordhanpura 5 - - 120 - - 1255 Gadhigaon 50 722 - 392 7 - 11716 Pardonkapura 20 45 - 248 5 - 3187 Kiradi 10 110 - 145 - - 2658 Fatehpur 45 - 17 200 - 2629 Saimarda 35 - - 186 - - 221
10 Hadoti 90 47 207 421 7 - 772Total 291 969 224 2591 26 4101
Details of Land According to Account (Ownership)
Pasture Land
Forest area Other Total
Chahi Jaav Total Barani Waste Land Total
1 Badoda 20 3 23 341 4 345 132 0 43 5432 Ecat 46 4 50 244 8 252 71 0 30 4033 Jodli 32 3 35 186 3 189 95 0 21 3404 Gordhanpura 10 1 11 93 0 93 24 0 8 1365 Gadhigaon 16 2 18 337 7 344 78 47 164 6516 Pardonkapura 9 1 10 150 5 155 20 45 40 2707 Kiradi 21 2 23 249 0 249 72 0 27 3718 Fatehpur 90 5 95 434 4 438 104 95 110 8429 Saimarda 7 0 7 137 0 137 58 60 118 100
10 Hadoti 23 2 25 371 7 378 38 0 200 641Total 274 23 297 2542 38 2580 692 247 761 4297
Name of Gram Panchayt/ Village
lrrigated Land Unirrigated Land
Table 3 Village Wise Details of lrrigated, Unirrigated, Waste Land, Pasture Area in hectare
S.N.
SC_M SC_F Total ST_M ST_F Total1 Badoda 543 01243900 1307 688 619 240 186 426 40 45 852 Ecat 922 01249300 1930 1015 915 349 304 653 479 413 8923 Jodli 528 01246600 2069 1117 952 241 204 445 792 691 14834 Gordhanpura 136 01244000 943 491 452 100 96 196 253 232 4855 Gadhigaon 651 01258200 1542 842 700 116 72 188 146 128 2746 Pardonkapura 300 01249500 596 295 301 8 5 13 61 76 1377 Kiradi 371 01250000 644 352 292 68 55 123 211 176 3878 Fatehpur 908 01249800 863 465 398 165 133 298 0 0 09 Saimarda 388 01249900 794 421 373 95 80 175 93 90 18310 Hadoti 1543 01249700 3535 1891 1644 448 371 819 570 451 1021
Total 6290 0 14223 7577 6646 1830 1506 3336 2645 2302 4947
Geographical Area (ha) Village Code Total Female
(T_F)
Table 4. Demography Information of the Project Area ST S.N. Total House
Hold (T_HH)Total Population
(T_P) Total Male
(T_M)SCName of Gram Panchayt/
Village
S.N.
Small Marginal Big Total Irrigated (Source) Rainfed Total
1 Badoda 153 54 11 218 23 - -2 Ecat 78 28 6 112 50 - -3 Jodli 181 70 14 265 35 - -4 Gordhanpura 76 27 5 108 11 - -5 Gadhigaon 158 57 13 228 18 - -6 Pardonkapura 68 25 5 98 10 - -7 Kiradi 87 32 7 126 23 - -8 Fatehpur 110 40 9 159 95 - -9 Saimarda 130 47 11 188 7 - -
10 Hadoti 121 44 10 175 25 - -Total 1677 0
Table 5. Villagewise Land Holding Pattern in Project Area
Type of Farmers Land Holding (ha)Irrigation Name of Gram Panchayt/ Village
1 Badoda Bajara 205.00 205.00 0.00 0.00 205.00 205.00Groundnut 20.00 24.00 0.00 0.00 20.00 24.00Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00Jwar 20.00 24.00 0.00 0.00 20.00 24.00Wheat 0.00 0.00 16.00 76.80 16.00 76.80Mustard 0.00 0.00 5.00 10.00 5.00 10.00Arhar 20.00 16.00 0.00 0.00 20.00 16.00Gram 12.00 19.20 2.00 3.20 14.00 22.40
2 Ecat Bajara 155.00 155.00 0.00 0.00 155.00 155.00Til (Seasam) 14.00 8.40 0.00 0.00 14.00 8.40Wheat 0.00 0.00 30.00 144.00 30.00 144.00Mustard 2.00 4.00 10.00 20.00 12.00 24.00Groundnut 18.00 21.60 0.00 0.00 18.00 21.60Arhar 16.00 12.80 0.00 0.00 16.00 12.80Gwar 16.00 19.20 0.00 0.00 16.00 19.20Gram 7.00 11.20 8.00 12.80 15.00 24.00
3 Jodli Bajara 125.00 125.00 0.00 0.00 125.00 125.00Groundnut 10.00 12.00 0.00 0.00 10.00 12.00Til (Seasam) 15.00 9.00 0.00 0.00 15.00 9.00Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00Wheat 0.00 0.00 22.00 105.60 22.00 105.60Mustard 2.00 4.00 8.00 16.00 10.00 20.00Gwar 12.00 14.40 0.00 0.00 12.00 14.40Gram 4.00 6.40 5.00 8.00 9.00 14.40
4 Gordhanpura Bajara 60.00 60.00 0.00 0.00 60.00 60.00Groundnut 5.00 6.00 0.00 0.00 5.00 6.00Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00Wheat 0.00 0.00 8.00 38.40 8.00 38.40Mustard 1.00 1.00 2.00 4.00 3.00 5.00Gwar 4.00 4.80 0.00 0.00 4.00 4.80Gram 8.00 12.80 1.00 1.60 9.00 14.40
5 Gadhigaon Bajara 222.00 222.00 0.00 0.00 222.00 222.00Groundnut 15.00 18.00 0.00 0.00 15.00 18.00Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Sugar Can 0.00 0.00 4.00 48.00 4.00 48.00Wheat 0.00 0.00 13.00 62.40 13.00 62.40Mustard 10.00 20.00 4.00 8.00 14.00 28.00Gwar 20.00 24.00 0.00 0.00 20.00 24.00Gram 18.00 28.80 1.00 1.60 19.00 30.40
6 Pardonkapura Bajara 95.00 95.00 0.00 0.00 95.00 95.00Groundnut 8.00 9.60 0.00 0.00 8.00 9.60Til (Seasam) 10.00 6.00 0.00 0.00 10.00 6.00Wheat 0.00 0.00 8.00 38.40 8.00 38.40Mustard 2.00 4.00 2.00 4.00 4.00 8.00Gram 2.00 3.20 0.00 0.00 2.00 3.20Gwar 20.00 24.00 0.00 0.00 20.00 24.00
7 Kiradi Bajara 150.00 150.00 0.00 0.00 150.00 150.00Groundnut 10.00 12.00 0.00 0.00 10.00 12.00Til (Seasam) 25.00 15.00 0.00 0.00 25.00 15.00
Irrigated Total
Area (ha)
Table 6. Village wise Agriculture Production of Different Crops Grown in Kharif/Rabi seasons
Production (Tons) Area (ha) Production
(Tons)production
(Tons)S.N. Area (ha)
Rainfed Season Crop Sown
Irrigated Total
Area (ha) Production (Tons) Area (ha) Production
(Tons)production
(Tons)S.N. Area (ha)
Rainfed Season Crop Sown
Wheat 0.00 0.00 14.00 67.20 14.00 67.20Mustard 7.00 14.00 4.00 8.00 11.00 22.00Gwar 28.00 33.60 0.00 0.00 28.00 33.60Gram 1.00 1.60 2.00 3.20 3.00 4.80
8 Fatehpur Bajara 270.00 270.00 0.00 0.00 270.00 270.00Groundnut 18.00 21.60 0.00 0.00 18.00 21.60Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Sugar Can 0.00 0.00 5.00 60.00 5.00 60.00Wheat 0.00 0.00 58.00 278.40 58.00 278.40Mustard 5.00 10.00 25.00 50.00 30.00 60.00Gwar 25.00 30.00 0.00 0.00 25.00 30.00Gram 25.00 40.00 10.00 16.00 35.00 56.00
9 Saimarda Bajara 122.00 122.00 0.00 0.00 122.00 122.00Groundnut 6.00 7.20 0.00 0.00 6.00 7.20Til (Seasam) 21.00 12.60 0.00 0.00 21.00 12.60Gwar 18.00 21.60 0.00 0.00 18.00 21.60Wheat 0.00 0.00 6.00 28.80 6.00 28.80Mustard 2.00 4.00 2.00 4.00 4.00 8.00Gram 15.00 24.00 1.00 4.80 16.00 28.80
10 Hadoti Bajara 232.00 232.00 0.00 0.00 232.00 232.00Groundnut 8.00 9.60 0.00 0.00 8.00 9.60Til (Seasam) 30.00 18.00 0.00 0.00 30.00 18.00Wheat 0.00 0.00 16.00 76.80 16.00 76.80Mustard 3.00 6.00 5.00 10.00 8.00 16.00Gram 25.00 40.00 4.00 6.40 29.00 46.40Gwar 25.00 30.00 0.00 0.00 25.00 30.00Total 2339.00 2412.20 305.00 1264.40 2644.00 3676.60
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