GOVERNMENT OF...
Transcript of GOVERNMENT OF...
GOVERNMENT OF RAJASTHAN
RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT Watershed Development & Soil Conservation Department
Rajasthan, Jaipur
DETAILED PROJECT REPORT
INTEGRATED WATERSHED MANAGEMENT PROGRAMME
JAISALMER JSM/(IWMP) 22/10-11,
BLOCK- SANKRA
PROJECT IMPLEMENTING AGENCY ASSISTANT ENGINEER
(W.D. & S.C.) PANCHAYAT SAMITI - SANKRA
DETAILED PROJECT REPORT
INTEGRATED WATERSHED MANAGEMENT PROGRAMME
JAISALMER JSM/(IWMP)22/10-11,
BLOCK- SANKRA
Salient Features of Project
No. of Gram Panchayat Covered 3
No. of Revenue Villages Covered 7
Total Project Area 7000
Total Project Cost 1050
Total Proposed/ Estimated Cost 1107.49
Total Cost Borned by Convergence 57.49
Expected Beneficiaries’s Contribution 47.48
Total Runoff Potential (Cum) 169880
Existing Runoff Storage (Cum) 54209
Proposed Runoff Storage/ Management (Cum) 43200
CHAPTER – I
INTRODUCTION
Location
Jaisalmer (IWMP-22), Balar Project is located in Sankra Block, of Jaisalmer District. The project area is between the latitudes 71° 48-71° 50' East & longitudes 26° 28'-26°30' North. It is at a distance of 55 km from its Block head quarters and 165 Km from the District head quarters of Jaisalmer. There are 7 nos. of habitations (Revenue Villages) in the Project area The other details of the project area are as below General features of watershed
S.No. Name of Project(as per GOI) Jaisalmer (IWMP)
a) Name of Catchment Jaisalmer(IWMP)22
b) Name of watershed area(local
name) Balar
c) Project Area 7324 ha
d) Net treatable Area 7000 ha
e) Cost of Project 1050 lac
f) Cost/hectare 0.15 lac
g) Year of Sanction 2010-11
h) Watershed Code Clusters
i) No. of Gram Panchayats in
project area 3
j) No. of villages in project area 7
k) Type of Project Desertic
l) Elevation (metres) 210 mtr wrt MSL
m) Slope range (%) 0-3%
Macro/micro Name of Gram
Panchayat
Name of Villages
Covered
Cluster 1. Balar 1. Balar
2. Roopsar bheel
3. khanpura
2. Bheekhorai jooni 1. Barsani
2. Goraliya
3.Swamijikidhani 1. kajoi
2. Swamijikidhani
The watershed falls in Agro climatic Zone I A, Arid western plain. The soil texture is Sandy
to Sandy Loam. The average rainfall is 170 mm. The temperatures in the area are in the range
between 45º C during summer and 15º C during winter. The major crops in the area are Bajara,
Guar, Moong, Moth, Til etc. Almost 75% land is under cultivation 15% land fallow, 10% land is
wasteland. There is no significant source of irrigation in project area only a few areas is double
cropped due to rain water harvesting (in-situ moisture conservation) by earthen structures like
KHADEEN and the area which is under field/contour Bunding executed in different programmes
implemented under watershed development & soil conservation programmes in preceding years.
Out of 973 Total Households 478 households are BPL (49.12% of Total households) 99
are landless households (10.77% of Total households) and 198 household are small and 149
marginal farmers (15%of Total household). Average land holding in the area is 5.51 ha. 99%
area of cultivable land is single cropped and 1.00% is double cropped. There is no significant
source of irrigation in project area only a few areas is double cropped due to rain water
harvesting (in-situ moisture conservation). The average annual rainfall (5 years) in the area is
170.00 mm. There are no Major streams in the Watershed area. The major festivals in the
villages of Project area are Deepawali, Holi, Akhsay-Tritiya, Rakhsabandhan, Dashehra,
Gangour etc. At present villages of Project area having 6491 population with Communities
like Jat, Rajput, Bishnoi, Devasi, Rao-Bhat, Meghwal, Bheel, Kumhar, Darji and Brahmin.
Climatic and Hydrological information
1. Average Annual Rainfall (mm)
2. Average Monthly rainfall (last ten years)
S.No. Month Rainfall(mm)
1 June 31.59
2 July 47.43
3 August 90.13
4 September 24.68
3. Maximum rainfall intensity (mm)
S.No. Duration Rainfall
intensity(mm)
1 15 minute duration 40 mm
2 30 minute duration 58 mm
3 60 minute duration 69 mm
4. Temperature (Degree C)
S.No. Season Max Min
1 Summer Season 49º C 32º C
2 Winter Season 26º C 4º C
3 Rainy Season 35º C 24º C
S.No. Year Average Annual
Rainfall(mm)
1 2010 361
2 2009 72
3 2008 112
4 2007 142
5 2006 501
6 2005 176
7 2004 42
8 2003 137
9 2002 31
10 2001 361
5. Potential Evaporation Transpiration (PET) (mm/day)
S.No. Season PET
1 Summer 3200 mm
2 Winter 2464 mm
3 Rainy 2784 mm
6. Runoff
1 Peak Rate (cum/hr) 95.25 Cum/per hour
2 Total run off volume of rainy
season (ha.m.) 50.76 ha-m
3 Time of return of maximum flood 5
years
10
years
In-
Year
Nil N
4 Periodicity of Drought in village
area
3 7
Other Development Schemes in the project area
S
.
N
o
Scheme
Name of
the
departme
nt
Key
interventions
under the
Scheme
Targeted
Beneficiar
ies
Provisions
Under
the Scheme
1 MAHANREGA
Rural
Dev. &
Panchayat
i Raj
Departmen
t
Providing
Employment
7846
83.41 lac
2 TFC - 23.50 lac
3 SFC - 16.75 lac
4 BRGF TSC -
29.50 lac
5 SGS IAY -
Details of infrastructure in the project areas
Parameters Status
1 No. of villages connected to the main road by an
all-weather road
7
2 No. of villages provided with electricity 7
3 No. of households without access to drinking water 0
4 No. of educational institutions : P S HS VI
Primary(P)/Secondary(S)/Higher Secondary(HS)/
vocational institution(VI) 17 4 0 0
5 No. of villages with access to Primary Health Centre 0
6 No. of villages with access to Veterinary Dispensary 0
7 No. of villages with access to Post Office 1
8 No. of villages with access to Banks 1
9 No. of villages with access to Markets/ mandis 0
10 No. of villages with access to Agro-industries 0
Total quantity of surplus milk 1230 ltr
11 No. of milk collection centres U S PA O
(e.g. Union(U)/ Society(S)/ Private agency(PA)/
others (O)) 0 0 0 3
12 No. of villages with access to Anganwadi Centre 7
13 Any other facilities with no. of villages (please
specify)
---
14 Nearest KVK Jaisalmer
15 cooperative society 1
16 NGOs 0 0 0 0
17 Credit institutions
(i) Bank 0
(ii) Cooperative Society 0
18 Agro Service Centre's 0
Institutional arrangements (SLNA, DWDU, PIA, WDT, WC, Secretary)
DWDU Details
S.No Particulars Details of DWDU
1 PM ,DWDU Sh. Bhagirath Bishnoi Project
Manager, IWMP, ZP, Jaisalmer
2 Address with contact no.,
website
PM DWDU District Jaisalmer, ZP
Jaisalmer
3 Telephone 02992-250712
4 Fax 02992-250712
5 E-mail [email protected]
PIA particulars
WDT Particulars:
S.No Particulars Details of PIA
1 Name of PIA Sh. Sukhvinder Singh Sondh
2 Designation Assistant Engineer
3 Address with contact
no., website
A.En. (IWMP) P.S. Sankra
4 Telephone 91 9001109240
5 E-mail [email protected]
S.
No
Name of WDT
member M/F Age
Qualificati
on
Experience
in
watershed
(Yrs)
Description
of
professiona
l training
Role/
Functio
n
1 Sh. Dilip kumar
basotiya
M 25 Diploma
Civil Engg.
1 Civil
Egineering
Enginee
r
2 Sh. Badri
Prasad
M 33 B.Sc.
Agriculture
- Agri.
Graduate
Agril.
Science
tist
3 Sh. Nihal Singh M 31 Diploma
(2Yr.
Animal
Hus.)
- Animal
Husbandry
Live
stock
Expert
4 Smt. Urmila
moyal
F 32 B.A.
(Sociology)
- Sociology social
Science
tist
Details of Watershed Committees (WC) Details of Watershed Committees (WC)
S.
No
.
Name of
WCs
Date
of
Gram
Sabh
a
for
WC
Date of
Registra
tion as
a
Society
(dd/mm/y
yyy
Designati
on Name
M/
F
SC/
ST/OB
C/
Gener
al
Landle
ss/
MF/SF/
BF
Name of
UG/SHG
Educational
qualification
2. BALAR 15-
01-
2013
-- President
Sh Maherdeen
khan/Tamachikhan M OBC BF UG Primary
Secretory Sh Deep
singh/Durjansingh M GEN MF UG Secondary
Member Sh Hanif khan/
Ancharkhan M OBC SF UG Litrerate
Member Sh Nijam khan/Mubinkhan M OBC BF UG Litrerate
Member Smt Khatu/Nijamkhan F OBC SF UG Litrerate
Member Sh Nag
singh/Bhanwarsingh M GEN MF UG Litrerate
Member Sh Agar
singh/Chandansingh M GEN BF UG Litrerate
Member Smt Suwa/Swaroop Lal F OBC MF UG Litrerate
Member Sh Multanaram/Phaladram M OBC MF UG Litrerate
Member Smt Anach
kawar/Ganpatsingh F GEN BF SHG Litrerate
Member Sh Aasu ram/Bhalaram M ST SF UG Litrerate
Member Smt Maya/Poonamaram F ST MF UG litrerate
Member Smt Badlee/Khevraram F SC BF SHG Litrerate
Member Smt Kisan puri/Sohanpuri F OBC SF SHG Litrerate
Member Sh Hayaat khan/Gulamkhan M OBC SF UG Litrerate
Member Sh Shukhwinder singh M
Details of Watershed Committees (WC)
S.
No
.
Name of
WCs
Date
of
Gram
Sabh
a
for
WC
Date of
Registra
tion as
a
Society
(dd/mm/y
yyy
Designati
on Name
M/
F
SC/
ST/OB
C/
Gener
al
Landle
ss/
MF/SF/
BF
Name of
UG/SHG
Education
al
qualifica
tion
3. Sawami
ji ki
dhani
30.11
.2012
-- President Sh Maha dan M OBC BF UG Primary
Secratory Sh Papu khan M obc SF UG Secondary
Member Sh Kalash dan M OBC BF Litrerate
Member Sh Catur dan M OBC BF UG Litrerate
Member Sh Kisna ram M sc SF UG Litrerate
Member Sh Durgh dan M OBC SF UG Litrerate
Member Sh Peerey khan F OBC BF UG Litrerate
Member Sh Jaita ram M OBC BF Litrerate
Member Smt Kamla F SC MF Litrerate
Member Sh hariyo F ST LS Litrerate
Member Sh Bachi F OBC MF Litrerate
Member Smt Hawa F SC MF Litrerate
Member Sh Kadar khan M OBC BF Litrerate
Member Sh Geeya F SF Litrerate
Member Sh Jatno F OBC SF Litrerate
Member Sh Shukhvinder
singh(AEN) M
Gram Panchayat Wise Details of Various User Groups Constituted for Development of Activities
Gram Panchayat: BALAR
User Group Contour Bunding S.No. Name/Fathers Name Village Postion
1 Hanif khan/achar khan Khanpura President
2 Murad Khan/ ali khan Khanpura Member
3 Sher khan/ tamache khan Khanpura Member
4 Jiyai /uliyas khan Khanpura Member
5 Bali /Tamachi khan Khanpura Member
User Group Tanka Water Harvestingh Structures
1 Nijam khan /mubeen khan Khanpura President
2 Bachhu khan /Lakhmeer khan Khanpura Member
3 Imarti /hanif khan Khanpura Member
4 Bali / umardeen Khanpura Member
5 Ishak khan/Raimal Khan Khanpura Member
User Group Pasture Development
1 Aasuram/Bhalaram Roopsar bheel President
2 Pamparam/Genaram Roopsar bheel Member
3 Chetanram/fusaram Roopsar bheel Member
4 Fuli/Umedaram Roopsar bheel Member
5 Fuli/Shivram Roopsar bheel Member
User Group Livestock Development
1 Agarsingh/chanansingh Balar President
2 Ganaram/Dularam Balar Member
3 BhakarSingh/Bawarsingh Balar Member
4 Bhawaridevi/Khiyaram Balar Member
5 Dagdee/Bagaram Balar Member
Gram Panchayat: Bheekhorai Jooni
User Group Contour Bunding S.No. Name/Fathers Name Village Postion
1 Mula ram/varda ram Barsani President
2 Mahesh dan/kaan dan Barsani Member
3 Dumiya/bihari ram Barsani Member
4 Heero/nimaj khan Barsani Member
5 Achla ram/partap ram Barsani Member
User Group Tanka Water Harvestingh Structures
1 Marua/bula ram Goraliya President
2 Multana ram/rana ram Goraliya Member
3 Paou ram/anupa ram Goraliya Member
4 Sabu khan/sadheek khan Goraliya Member
5 Meero/kana ram Goraliya Member
User Group Pasture Development
1 Malkoo/longe khan Goraliya President
2 Hareeo/himtha ram Goraliya Member
3 Ganga/geerdhari Goraliya Member
4 Surmo/rajey khan Goraliya Member
5 Samda/Narayan ram Goraliya Member
User Group Livestock Development
1 Puro/ramu khan Barsani President
2 Mula ram/bhikha ram Barsani Member
3 Chutraram/bhikha ram Barsani Member
4 Saghni/mula ram Goraliya Member
5 Amree/gulab navi Barsani Member
Gram Panchayat: Sawami ji ki dhani
User Group Contour Bunding S.No. Name/Fathers Name Village Postion
1 Cutar dan/Nag dan Kajoi Persident
2 Edee/Misare khan
Sawami ji ki
dhani Member
3 Eley khan/Madey khan
Sawami ji ki
dhani
Member
4 Varju devi/Mana ram Kajoi Member
5 Modu ram/Pata ram Kajoi Member
User Group Tanka Water Harvestingh Structures
1 Kisna ram/Kagha ram Kajoi Persident
2 Gordhan ram/Kartha ram Kajoi Member
3 Gaaro/Kusala ram
Sawami ji ki
dhani
Member
4 Kamha/Nagtha ram
Sawami ji ki
dhani
Member
5 Bhaware khan/Hamlu khan
Sawami ji ki
dhani
Member
User Group Pasture Development
1 Durgdan/Visandan Kajoi Persident
2 Hadudan/Kisan dan Kajoi Member
3 Leela/Gulaba ram Kajoi Member
4 Suaa/Sambhu nath
Sawami ji ki
dhani
Member
5 Moda ram/Tulsa ram
Sawami ji ki
dhani
Member
User Group Livestock Development
1 Kadar khan/Aajij khan
Sawami ji ki
dhani Persident
2 Rakha/Dhavad khan
Sawami ji ki
dhani Member
3 Sareefo/Peerey khan Kajoi Member
4 Modu ram/Badar ram Kajoi Member
5 Maghdan/Bikhdan Kajoi Member
Gram Panchayat wise/ Watershed Committee wise Details of Various Self
Help Groups
Gram Panchayat: Balar
Anach Kanwar SHG
S.No. Name/Fathers Name Village Postion 1 Anach Kanwar/Ganpat kanwar Balar President
2 Pavan kawar/dilip singh Balar Secretary
3 prem kanwar/Narsingh das Balar Treasurer
4 Bhawar kanwar/Bhom singh Balar Member
5 Sugan kanwar/Amar singh Balar Member
6 Bhawri/Karan singh Balar Member
7 Chanu kanwar/Champapuri Balar Member
8 Taro/Dhan puri Balar Member
9 Bhawar kanwar/Samer singh Balar Member
10 Meero/Depparam Balar Member
Luni Group SHG
1 Luni/Gorakhram Roopsar bheel President
2 Matiya/Kuslaram Roopsar bheel Secretary
3 Kasubhi/Rasaram Roopsar bheel Treasurer
4 Kaku/Kisnaram Roopsar bheel Member
5 Luni/Bheeraram Roopsar bheel Member
6 Santosh/Omparkash Roopsar bheel Member
7 Suji devi/Ambaram Roopsar bheel Member
8 Hariyo/Gajjaram Roopsar bheel Member
9 Kamla/Gordhanram Roopsar bheel Member
10 Hariyo/Bagharam Roopsar bheel Member
Marimo Group SHG
1 Marimo/nasir khan Khanpura President
2 Amari/nijam khan Khanpura Secretary
3 Dulo/maherdin khan Khanpura Treasurer
4 Jagisa/sher khan Khanpura Member
5 Tajimo/kabal khan Khanpura Member
6 Asiyat/dene khan Khanpura Member
7 Mati/dariya khan Khanpura Member
8 Dhai/mathal khan Khanpura Member
9 Raiso/hedar khan Khanpura Member
10 Amino/aldin khan Khanpura Member
Gram Panchayat: Bheekhorai Jooni
Bhawri Group SHG
S.No. Name/Fathers Name Village Postion 1 Bhawri/dhan ram Barsani President
2 Papu/Mula ram Barsani Secretary
3 Dhapu/dau ram Barsani Treasurer
4 Keku/seta ram Barsani Member
5 Deenea/jalu khan Barsani Member
6 Sawaibai/khanu khan Barsani Member
7 Patani/deenay khan Barsani Member
8 Suaa/kambha ram Barsani Member
9 Barju/mega ram Barsani Member
10 Baadlee/karna ram Barsani Member
Dhapu Group SHG
1 Dhapu/rau ram Goraliya President
2 Keko/cetan ram Goraliya Secretary
3 Sabhai/akbar khan Goraliya Treasurer
4 Satbai/talab khan Goraliya Member
5 Samda/issra ram Goraliya Member
6 Hareeyo/amba ram Goraliya Member
7 Papu/tiku ram Goraliya Member
8 Bheekhi/harkha ram Goraliya Member
9 Nimbu/durga ram Goraliya Member
10 Samda/Narayan ram Goraliya Member
Gram panchayat swami ji ki dhani
Ramdev SHG
1 Chirmi devi/babu ram Kajoi President
2 Bablu devi/amba ram Kajoi Secretary
3 Jamna devi/kamu ram Kajoi Treasurer
4 Santosh/poona ram Kajoi Member
5 Indro/gopa ram Kajoi Member
6 Muli/gevar ram Kajoi Member
7 Jamna/ bihari ram Kajoi Member
8 Kesi devi/kheta ram Kajoi Member
9 Kamla/Hema ram Kajoi Member
10 Aklo/ achala ram Kajoi Member
Durga Groups SHG
1 Nirma/Meesaree khan
Sawmi ji ki
dhani President
2 Madeena/Kadeay khan
Sawmi ji ki
dhani Secretary
3 Sakeena/Jameen khan
Sawmi ji ki
dhani Treasurer
4 Samu/Barkat khan
Sawmi ji ki
dhani Member
5 Jagee/Davad khan
Sawmi ji ki
dhani Member
6 Eadee/Meesarey khan
Sawmi ji ki
dhani Member
7 Dulee/Meesaree khan
Sawmi ji ki
dhani Member
8 Jubeeda/Umer khan
Sawmi ji ki
dhani Member
9 Sugra/Kader khan
Sawmi ji ki
dhani Member
10 Parsa/Yardeen khan
Sawmi ji ki
dhani Member
Problems and scope of improvement in the project area
The socio economic conditions of the house holds of the project area reveal that most
of the house holds are engaged in only farming activities which purely depend on the
Monsoonal rainfall. The rainfall in the project area is very less and very below to the state
average, again it occurs only in a limited period and restricted in a few storms. This further
limits the opportunity to cultivate and sow the crops in time and in diversified manner with
variety of crops. The options before the farmers in rain fed agriculture and given climatic
conditions are very limited. The risk appetite of farmers is very low as probability of good
rains and its distribution over a crop period is not regular as well as the economic conditions
of local farmers is also compromising. The quality of soil in most of the area is poor with a
limited organic matter and low nutritional contents. The top soil faces a lot of risk against
water and wind erosion. The texture of the soil is light by and large in entire area. The rills and
gullies are formed in private and community land at higher slopes initiating from hillocks. The
Monsoonal rainfall when occurs in limited storms with higher intensities it turns into runoff
and most of it go in waste after fulfilling the retentions of local depressions and some local
structures which are constructed by local community efforts and under different
developmental schemes. The area faces acute water shortage in summers. The quality of
ground water is not good and it cannot be used for agriculture, animal and human use.
The animal husbandry is the part of most of the household’s economy. Farmers are
rearing cattle, buffalo, goats, seeps, camels etc. but most of these animals are of local breeds
which are less productive and uneconomic as well it imposes increased biotic pressure on
natural resources of project area. The households are having some surplus milk production
but due to poor and unorganised marketing linkages it does not fetches rightful value. The
other opportunity of allied activities for the support of livelihood is almost absent. Most of
the household are engaged in employment given under NREGS but it does not suffice to lead
a satisfactory life conditions for entire family for the entire period of a year. In such a forcing
situation some people having skills in masonry works prefer to migrate into nearby towns to
have better earnings.
The socio economic conditions of the area can be improved through increased
production which can be achieved through expansion in cultivated area and productivity
enhancement. 403 ha land is arable wasteland and 450 ha is fallow can be brought under
cultivation with the interventions of the present project. The productivity of rain fed
agriculture can be improved with interventions of soil and water conservation activities with
improved moisture regime. The crops can be rescheduled imparting needful trainings to
farmers to adopt the proven technologies and package of practices. The cropping pattern as
enormous possibilities to improved to attain a fair increment in productivity.
There is no significant source of irrigation in project area, only a few areas are irrigated
and with efforts this can be increased to 5%. The productivity gap of major crops in the area
as compared with district and with areas in the same agro climatic zones indicate potential to
increase the productivity. The demonstration of improved package of practices, improved
varieties, increased irrigation facilities and soil conservation measures under the project can
bridge this gap. Due to small land holdings in the area focus of the project would be on
diversification in agriculture (horticulture, vegetables, green houses, Agro forestry, fodder
crops and diversification in Livelihoods (Agriculture, Animal husbandry, self employment)
4601 Qtl/year fodder scarcity can be met out through Pasture development and improving
seed varieties, putting more are under fodder cultivation, fodder treatment and value
addition to it, etc.
Improved animal Husbandry practices can increase the productivity of livestock. The
quality of animals can be improved by controlling population of stray animals adopting
castration of male animals those are of local breeds. Breed improvement can be achieved
through artificial inseminations, by distribution of bulls, rams of improved breed. The
scientific methods of milk collection, milk storage, value addition to its quality and with
assured marketing linkages can prove a promising livelihood support. The females of the area
can be organized through self help groups to promote the habits of saving, thrift and credit
can be pooled up through revolving funds. Such organizations to be sensitized on gender
issues, elimination of social evils, education and health etc.
Some innovative concepts like establishment of Grain Bank, Seed Bank, Fodder Bank,
Milk Co operatives, federation of SHG’s may add a surety to self sustained rural economy.
Increased and positive involvement of Panchayati Raj Institutions, Social Audits, techno-
economic monitoring will further ensure impetuosity in attaining expected outcomes.
CHAPTER – II
Socio economic Features, Problems and Scope
The project comprises of seven villages of three Gram Panchyats. The literacy level is
very low in general again it is very low amongst females. The traditional customs and
followings are persistent yet. The distribution of demography is scattered according to their
land holdings and resides in small habitations/ dhanis. Villages have less connectivity with the
market and other needful amenities. The evil of child marriages, consumption of liquor,
opium poppy and other such narcotic drugs is also observed during the household survey of
the project area. The productivity of the land, animal and household livelihood activities is
very low. To fetch the bread and butter for the family people are forced to migrate. Most of
the migration is of construction labourers to nearby towns.
The above problems can be minimized by putting the available natural resources to its
optimum capacity without damaging them to irreversible level. The interventions of IWMP
can take care of the lands and whatever moisture is available can be conserved to enhance
the rain fed agriculture productivity. The practice of animal husbandry can be used as
strength of the area with the use of breed improvement, improvement of animal health,
ensuring the quality fodder and feed. The animal produce, milk may be sold to nearby towns
with the improved supply chain and value addition to the produce on the theme of self help
groups or cooperatives. The institutional arrangements formed and to be formed in the
course of time during project period may improve the governance and the fair distribution of
usufructs.
Table 2.1 Population & Household Details:
Total Population
Male Female Total SC ST
3489 3002 6491 689 565
Household Details
BPL
household
L.
Less
Large
Farmer
Small
Farmer
M.
Farmer
Total
Household
SC
household
ST
household
478 99 49 198 149 973 106 89
Table 2.2 Development indicators
S.
No. Development Indicators State
Project
Area
1 Per capita income (Rs.) 30800 17000
2 Poverty ratio 0.22 0.19
3 Literacy (%) 60.4 53
4 Sex Ratio 926 835
5 infant mortality rate NA 6.2%
6 maternal mortality ratio NA 0.05%
The table indicates poor socio economic conditions as well as the health conditions.
The total geographical area of the project or cluster selected for the treatments is
7324 ha. Out of which some area has been treated under different schemes in preceding
years. Some area like Stony wastes, habitations, roads, local paths, water bodies etc. are not
available for treatments as well as some flat lands of slope 0-1% slope does not require any
treatments, hence kept aside from effective area of the project. The Gram Panchayat wise
details are as follows:
Table 2.3(A) Proposed Land Under Treatment
S. No. Gram
Panchayat
Gram Panchayat Wise Details of Area, in ha
Total Geo graphical
Area
Area Already Treated
Area not Available for
Teatment
Area not Requiring Treatment
Net Effective
Area 1 Balar 3624 40 60 24 3500
2 Bheekho
rai jooni 2100 35 65 0 2000
3. Swamiji ki
dhani 1600 25 55 20 1500
Total 7324 100 180 44 7000
Table 2.3(B) Land Use
Land Use Total area in Ha.
Private Panchayat Government Community Total
Agriculture Land 5900 0 634 0 6534
Temporary fallow 0 0 0 0 0
Permanent fallow 0 0 60 0 60
Cultivated Rain fed 5900 0 634 0 6534
Cultivated irrigated 0 0 0 0 0
Net Sown Area 5820 0 0 0 5820
Net Area sown more
than once 830 0 0 0 830
Forest Land 0 0 0 0 0
Waste Land 0 0 40 0 40
Pastures 0 0 640 0 640
Others 0 50 0 0 50
Total 5900 50 1424 0 7374
The project area has 5900 ha of cultivable wasteland 60 ha of fallow land (total 5960
ha) can be brought under cultivation if some irrigation source can be provided through
Construction of WHS like Khadin, Tanka, Farm ponds etc. Through demonstration of improved
& hybrid rain fed varieties of seeds for the crops of pulses, oil seeds, fodder, cereals etc.
Construction of WHS can also increase in area under Rabi crop in pedakast which is Negligible
at present.
659 ha. (0.09 % of the project area) is under wastelands and can be brought under
vegetative cover, with reasonable effort .Activities like Earthen check dams, Vegetative filter
strip, V-ditches, staggered trenches, WHS (Khadins), Afforestation of wastelands and Pasture
development will be taken up on these lands
Pasture development the land use table shows that there is 366 hectare pasture land
(0.050%) This emphasizes the need for taking up pastureland development works through
sowing of promising species of grasses and forestry plantation. The local habitat of grass like
dhaman or sewan which is very hardy and perennial in nature will be established which will
improve the availability of good fodder as well as it will work as a binding agent for soil
particles which in turn reduce the soil erosion.
Table 2.4 .a Agriculture and Horticulture status and fuel
availability.
Cropping Status
S
.
N
o
.
Seaso
n
Crop
sown
Rainfed Irrigated Total
Varie
ty
Area
(ha)
Produc
tion
(Ton)
Productiv
ity
(kg/ha)
Varie
ty
Area
(ha)
Produ
ction
(Ton)
Product
ivity
(kg/ha)
Area
(ha)
Produ
ction
(Ton)
1 Kharif Bajra
HHB
67 3840 13600 355 0 0 0 0 3840 1363
Moong K 851 365 222 608 0 0 0 0 365 222
Gaur
RBC
936 1615 823 510 0 0 0 0 1615 823
2 Rabi Musture
d 0 0 0 0 0 510 637 1250 510 637
Wheat 0 0 0 0 0 320 704 2200 320 704
Total 0 5820 1473 0 830 1341 6730 3749
Table 2.4.b Abstract of cropped Area (ha)
Area under Single crop 5820
Area under Double crop 830
Area under Multiple crop 0
The farmers are using indegenious & traditional varieties of Bajra, guar, moong,
month, Til. The varieties for bajra will be used those are developed by RSSC, NSC, CAZRI like
HSB 67, HSB 75, WCC 75 etc. The Moong of varieties like K 17, CAZRI-8, Moth of varieties like
JADIA, RMO 40, CAZRI etc, Sesame of latest varieties will be introduced with the advice of
WDT, resource persons and department of agriculture. The crop rotation and the cropping
pattern will be introduced like inter cropping, mixed cropping etc. to enhance the out come.
The crop rotation for this area under practice is as follows:
Bajra - Fallow Moong - Tarameera Moong - Fallow Fallow - Tarameera Til - Fallow Caster - Caster Moth - Fallow
The table 2.4.b shows that only 830 ha is (11.85%) is double cropped area and that is
also not on assured basis, it is only due to rain harvesting and moisture conservation
practices. Also the crop rotation shows that fallow lands are there. This indicates that there is
scope for change in crop rotation in fields where there are fallow lands through Soil and
Water conservation measures, crop demonstration and diversification in agriculture.
Soil and Water conservation measures besides putting fallow lands under cultivation
can change the area under single cropping to double as well as multiple cropping.
Table 2.4.c Productivity Gap Analysis (The table can also be given
in bar chart form)
Analysis of the above table indicate that besides national gap there is wide gap in
productivity within state and even within same agro climatic zones.
The reasons for this variation are:
Name of
the crop
Productivity kg/ha
India
Highest
Average in
Rajasthan
Highest
Average of Agro
climatic zone
District Project
Area
Bajara
Gaur
Moong
Mustared
--
--
886
1295
339
476
679
1203
500
600
750
1250
415
550
625
980
355
510
608
1120
Farmers are using traditional varieties of Bajra, guar, moong, month, Til whereas the
recommended varieties as mentioned above will definitely improve the productivity.
Lack of Availability of good quality seeds of desired crops and the availability of variety in
adequate quantities and the time for sowing to the farmers.
Availability of water for cultivation (11% is irrigated )
The productivity gap and reasons of it indicate potential to increase the productivity
through crop demonstration .Crop demonstrations would be carried out on improved crops/
varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder
seed mini kit. Demonstration of improved methods and economics of fodder crops cultivation
and also distribution foundation seeds of Forage Crops for further multiplication, introduction
of fodder crops in the existing crop rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended
varieties
Production
(Kg/Ha)
Horticulture --- --- --- --- ---
--- --- --- --- ---
--- --- --- --- ---
Vegetables --- --- --- --- ---
--- --- --- --- ---
--- --- --- --- ---
Floriculture --- --- --- --- ---
--- --- --- --- ---
--- --- --- --- ---
Medicinal
Plants --- --- --- --- ---
Table 2.6 Land holding Pattern in project area
Type of Farmer Total
House holds
Land holding (ha) irrigation source wise
Land holding (ha)Social group wise
Irrigated (source)
Rainfed Total Gen. SC ST OBC BPL
(i) Large farmer 49 0 3920 3920 1568 784 392 1175 1
(ii) Small farmer 198 0 1307 1307 521 261 130 392 3
(iii) Marginal farmer 149 0 980 980 392 196 98 293 1
(iv) Landless person 99 0 0 0 0 0 0 0 0
(V) No. of BPL households 478 0 327 327 130 65 32 98 2
Total 973 0 6534 6534 2611
1306
652 1958 7
30.50% land holdings belong to small and marginal farmers who own 30.50% of total
cultivated area. Horticulture/vegetables could be more Beneficial to Small and marginal
farmers as well as for large farmers with no irrigation facility. Horticulture/vegetables will be
promoted in a part of land with farm pond/Tanka construction.
The following activities will be more beneficial for small land holdings and for
diversification and income for large farmers
Horticulture plantation, Medicinal and Aromatic Crops, floriculture: As discussed earlier.
Horticulture/vegetables could be more economical to Small and marginal farmers with farm
pond/Tanka construction. The project area is planned to put some area adjacent to the water
tanka and RWHS under medicinal crops like Sonamukhi, Aloevera, Ashwagandha,
Asperagus etc.
Agro forestry plantation: To increase the income of farmers and to establish the shelter belt
plantation against wind velocity to protect the lands from erosion due to high wind velocities.
The limited financial provisions under project restrict to take up these activities. The
convergence with MNREGA or other line Departmental schemes will be sought to implement
it.
Setting of Vermi Compost Units: Keeping in view the side effect of residues of chemicals and
fertilizers on human health, the emphasis would be on cultivation of organic produce through
motivating farmers and providing assistance for production of organic input, vermi compost,
farm yard manure. The SHG would be motivated to adopt this activity for income generating
activity as well as for livelihood support.
Production and Distribution of Quality Seeds: There is need to ensure that good quality seed
is available for cultivators, for which adequate seed production would be initiated in
watershed areas with the assistance of private sector and agriculture Department with the
improved technologies and package of practices. The crop demonstration of different crops
suitable for the area and of promising outputs is proposed under development plan. The
convergence with Agriculture Department and Horticulture Mission is envisaged.
Sprinklers and Pipelines: For efficient water management practices, emphasis would be on
demonstration of Drip and sprinklers with adequate financial support and
convergence/private partnership.
Establishment of Nurseries: Most of the planting material is procured from other parts of the
District/ State. The procurement of planting material from distant places causes damage to
the planting material and often results in untimely supply. Hence nursery development
activity has been planned in area. The nursery will be raised through SHG with the support of
revolving fund of project as well as groups’s own resources.
Innovative hi-tech/ Cash Economy Oriented Activities: Innovative hi-tech/ cash crops/
activities/ projects like mushroom cultivation, floriculture, etc which are not in existence at
present, can be implemented by individual farmers / private partnerships as there is
enormous scope of mushroom dry or wet in the nearby tourist oriented hotels/ resorts. The
Activity is proposed through SHG with proper skill development through trainings at specified
centres.
Drip irrigation: Drip irrigation will be promoted in all horticulture plantations, vegetables and
in nurseries for rational use of irrigation to achieve higher yields and quality produce. Earthen
pot/ pitcher irrigation will also be practised at water tank based plantations.
Table 2.7 Livestock Status-animals/milk production/average yield.
S.
No
.
Descriptio
n of
animals
Populatio
n
in No.
Yield (milk/
mutton/
Wool)
Equ.
cow
units
Dry matter
requiremen
t per year
(7Kg per
animal.)
Total
require
ment
in M.T.
1 Cows
Indigenous 2355 3.5 ltr per day 2355 6017025 6017.025
Hybrid 85 5 ltr per day 85 217175 217.175
2 Buffaloes 35 6 ltr per day 35 89425 89.425
3 Goat 17832 1 ltr per day 8916 45560760 45560.76
4 Sheep 17332 1 to 1.5 per no. 8666 44283260 44283.26
5 Camel 132 --- 132 337260 337.26
6 Poultry 0 750 gm per bird 0 0 0 7 Piggery 0 0 0 0 0
Total 37771 20189 96504905 96504.91
In spite of the large number of livestock, production is less hence increase in
productivity across all species, is a major challenge. To reduce production of unproductive
cattle and to control the population of cattle, to improve the productivity by improving the
breeds by breeding management following activities will be taken up
Castration
Artificial insemination
Distribution of superior Breeding bulls for use in Cattle and Buffalo
Breeding & distribution of crossbred rams
Besides breed improvement other animal husbandry practices like better health, hygiene
and feeding practices can increase productivity of livestock. Hence Activities like Animal
health camps, Urea-Molasses treatment demonstration, demonstration of improved methods
of conservation and utilization of Forage crops are proposed. The Storage of fodder will be
managed with the use of compressed fodder bricks with nutritional value addition.
Table 2.8 Existing area under fodder (ha)
S.
No Item Unit Area/Quantity
1 Existing Cultivable
area under Fodder Ha 6534/45738
2 Production of Green
fodder Tonns/year 0
3 Production of Dry
fodder Tonns/ Year 6250/43750
4 Area under Pastures Ha 690/2415
5 Production of fodder Tonns/year 6250/43750
6 Existing area under
Fuel wood Ha 0
7 Supplementary feed Kgs/ day
8 Silage Pits No
9 Availability of fodder Quintals 91903
10 Deficiency/excess of
fodder
Quintals 4601
The above table shows there is fodder deficiency (Requirement is 96505 Qntl.and
availability 91903 Qntl.)
To minimize the large and expanding gap between feed and fodder resource availability
and demand there is need for
Increase in area under fodder crops
Increase in productivity of fodder crops
Development of pastures
And reduction in large number of livestock production through replacement by few but
productive animals
Table 2.9 Agriculture implements
Farm Mechanization and Seed Banks: As discussed earlier 30.50% land holdings belong to
small and marginal farmers. The cultivation of 30.50% of total cultivated area so owning of big
farm implements by individual farmers is not economical so SHG would be promoted to buy
farm implements and rent to farmer. The concept of fodder and Seed bank will be promoted
on institutional basis in the project so that resource poor people could be facilitated and
ensured timely and locally available seed and fodder material as per their need.
Table 2.10 NREGA Status-No. of Card Holder, activities taken so
far, employment status.
S.
no. Name of village
Total No
.of job
cards
Employment
Status
Activity taken up so
far
1 Roopsar(Bheel) 172 60
GravelRoad
Tradditationalwater
bodies,forest/pasture
enclosures etc.
2 Barsani 230 65
3 Balar 150 110
4 Goraliya 136 85
5 Swami ji ki
dhani 400 210
6 Kajoi 227 95
7 Khanpura 101 55
S.No Implements Nos.
1 Tractor 75
2 Sprayers-manual/ power 62
3 Cultivators/Harrows 21
4 Seed drill 56
5 Any Other 18
Table 2.11 Migration Details
Name of village
No. of
persons
migrating
No. of
days per
year of
migration
Major
reason(s)
for
migrating
Distance of
destination
of
migration
from the
village
(km)
Occupation
during
migration
Income
from such
occupation
(Rs. in
lakh)
Roopsar(Bheel) 20 182
Employment
& Business 120-1500
Employment
& Business 1-2 lac
Barsani 16 185
Balar 23 150
Goraliya 8 172
Swami ji ki
dhani 10 210
Kajoi 9 180
Khanpura 11 180
The migration can be checked by creation of employment opportunities, enhancing
farm level economy, increased the income of the people engaged in animal husbandry by
dairy, poultry, proper marketing and value addition to the produce (As discussed earlier) and
diversification in livelihoods. Well planned animal husbandry activities and dairying is
envisaged to be taken as main on farm income generating activity with convergence of other
departmental schemes. A scientific and temper proof milk collection unit and milk storage
unit (chilling Plant) is envisaged to be installed on SHG concept. The marketing linkages and
MOU with Governmental as well as non- Government sector dairying units in Jodhpur will be
ensured with intervention of District administration and allied Departments/ public sector
units.
The existing livelihoods of project Villages are given below
Table 2.12 (a)Major activities (On Farm)
Name of activity No. of
House holds
Average annual income
/per House hold (in lac)
Cultivators 524 0.52
Dairying 350 0.85
Poultry 0 0
Piggery 0 0
Landless Agri.
Labourers 78 0.42
Table 2.12(b)Major activities (Off Farm)
Name of activity Households/indivi
duals
Average annual income
/per House hold (in
lac)
Artisans 8 1.5
Carpenter 15 2.00
Blacksmith 3 0.80
Leather Craft 4 0.60
Porter 8 2.50
Mason 50 2.00
Others specify
(Cycle Repair
,STD,Craft etc)
15 1.20
The efforts for increase in income through off farm activities will be made under
livelihood component through assistance to SHG or individuals. Some home based activities
specially for women are being discussed in the meetings of SHG, the same will be supported
through revolving funds and loan from the banks against the savings/ credits of concerned
groups.
Table 2.13( a ) Status of Existing SHG
The table indicates existences of number of groups in the area also need to be strengthened through trainings and financial assistance
S.No Name of SHG Members Activity
involved
Monthly
income
Fund
available
Assistance
available
Source of
assistance
Training
received
1 Anach Kanwar SHG
10 Embriodery 1000 1.50 BANK LOAN Z.P.JAISALME
R
YES
2 Luni Group SHG
10 Embriodery
1000 1.75 BANK LOAN Z.P.JAISAL
MER YES
3 Marimo Group SHG
10 Embriodery
1000 1.25 BANK LOAN Z.P.JAISAL
MER YES
4 Bhawri Group SHG
10 Embriodery
1000 1.85 BANK LOAN Z.P.JAISAL
MER YES
5 Dhapu SHG
10 Embriodery
1000 1.65 BANK LOAN Z.P.JAISAL
MER YES
6 Ramdev SHG
10 Embriodery
1000 1.55 BANK LOAN Z.P.JAISAL
MER YES
7 Durga SHG
10 Embriodery
1000 1.60 BANK LOAN Z.P.JAISAL
MER YES
II. Technical Features
Table 2.14 Ground Water
S.No Source No.
Funct
ional
depth
Dry
Area
irrigat
ed
Water
availability(
days)
1 Dug wells 0 0 0 0 0
2 Shallow
tube wells 0 0 0 0 0
3 Pumping
Sets 0 0 0 0 0
4 Deep Tube
Wells 22 75 5 10 365
Total 22 5 10
Table 2.15 Availability of drinking water
S.
No
Name of
the
village
Drinking
water
requireme
nt
Ltrs/day
Present
availabi
lity of
drinking
water
Ltrs/day
No. of
drinkin
g water
sources
availab
le
No.
functio
nal
No.
requir
es
repair
No.
Defunc
t
1 Balar 10935 9260 4 4
2 Roopsar
bheel
10440 8070 3 3
3 khanpura 3969 2795 3 3
4 Barsani 7227 6925 3 3
5 Goraliya 5121 4827 2 2
6 Kajoi 4068 3792 1 1
7 Swamijiki
Dhani 16659 14550 2 2
Total 58419 50219 18 18
Table 2.16 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
Mustard 40 135 --- ---
Zeera 2 25
Guar 4 1950
The tables above indicate need for judicious use of available Water.
Encouraging optimum use of water through installation of sprinklers/ drips on every
operational wells and other irrigation source.-
Table 2.17 Slope details.
S.No. Slope percentage Area in
hectares
1 0 to 3% 5000
2 3 to 8% 2000
3 8 to 25%
4 > 25%
As most of the area has slope less than 3%, construction of contour bunds can solve
the problem of water erosion in agriculture fields and protect washing of top soil and
manures/fertilisers. The area having less than 2% slope can be improved by adopting
scientific tillage practices, agronomical practices and vegetative barriers. The arable lands
having slope more than 2% to be treated by constructing earthen bunds, contour/ field
bunding fortified with vegetative hedges of perennial grasses and locally suited agro forestry
plants.
Table 2.18 Soil details
S.
No. Major Soil Classes
Area in
hectares
A Soil Depth
1 Sandy Loam 7000
2 Loam
B Soil Depth :
1 0.00 to 7.50 7000
2 7.50 to 45.00 ---
3 > 45.00 ---
C Soil fertility Status
Kg/ha Recomm.
N 60-80 90-100
P 25-35 30-40
K 15-20 25-45
Micronutrients 10-500 100-500
The analysis of table shows the need to improve and maintain soil fertility. Soil health
card to every farmer every crop season will be provided, which will include the
recommendation for Application of micro nutrient and fertilizers as per the crops those would
be taken on the field.
Table 2.19 Erosion details
Cause Type of erosion
Area
affected
(ha)
Run
off(mm/
year)
Average soil
loss (Tonnes/
ha/ year)
Water erosion
A Sheet 3000
B Rill 0
C Gully 0
Sub-Total 0
Wind erosion 4000
Total for project 7000 15-20
The need is:
To check land degradation
To reduce excessive biotic pressure by containing the number and controlling population
of livestock
To check cultivation on sloping lands without adequate precautions of soil and water
conservation measures
To discourage cultivation along susceptible nallah beds
To check Faulty agriculture techniques
To check Uncontrolled grazing and developed cattle tracks
To check Deforestation of steep slopes
To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to
recharge ground Water. Structures life Earthen check dams, gully plugs, Bank Stabilisation,
Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be
taken up.
CHAPTER - III Proposed Development Plan
A) Preparatory phase activities, Capacity Building Trainings and EPA
The IEC activities like Group meetings, door to door campaign, slogans and wall
writings etc. are carried out in all the habitations. A series of meetings were conducted with
GP members, community and discussed about the implementation of IWMP programme. The
PRA exercises also conducted in each and every habitation involving all the stake holders.
User groups are also formed to ensure beneficiaries effective and active participation since
from beginning, planning and in execution so that the can use them on sustained basis and
can maintain even after the completion of project.
Grama Sabhas were conducted for approval of entry point activities, for selecting the
watershed committee and approval of DPR.
S.
No
Name of the Gram
Panchayat
Date on which Grama
Sabha approved EPA
1 Balar 20.12.11
2 Bheekhorai jooni 05.01.12
3 Swamijiki Dhani 05.12.11
Details of Entry Point Activities under taken:
S.
No.
Names
of
village
Amount
ear
marked
for EPA
Entry Point Activities
planned Esti
mated
cost
Exp.
Incur
red
Bal
Ance
Exp
ected
outcome
Act
ual
out
come
Solar
lights RWHS
Drinking
water
1 Balar 12.00 12 5 1 12.00 12 0.00 12
2 Roopsar
bheel 6.00 6 3 1
6.00 6 0.00
To solve
problem
of
lighting
and
drinking
water
6
3
khanpura 3.00 3 3 0
3.00 3 0.00 3
4 Barsani 9.00 9 8 0 9.00 9 0.00 9
5
Goraliya 3.00 3 3 0
3.00 3 0.00 3
6 Kajoi 3.00 3 3 0 3.00 3 0.00 3
7 Swamijiki
Dhani 6.00 6 5 0 6.00 6 0.00 6
The PRA exercise was carried out in all the villages on the dates shown below:
S.
No
Name of the
village/Habitation
Date on which PRA
conducted
1 Balar 05.01.12
2 Roopsar bheel 07.01.12
3 khanpura 08.01.12
4 Barsani 15.01.12
5 Goraliya 16.01.12
6 Kajoi 12.01.12
7 Swamijiki Dhani 15.12.12
Transact walk were carried out involving the community for Social mapping, Resource
mapping. Detailed discussions and deliberations with all the primary stakeholders were
carried out.
Socio-economic survey was carried out for six month period covering all the
households and primary data on demography, Land holdings, Employment status, Community
activities etc. was collected as mentioned in chapter 2.
State Remote Sensing Application centre jodhpur was assigned the work of preparing
various thematic layers using Cartosat-1 and LISS-3 imageries for Creation, development and
management of geo-spatial database depicting present conditions of land (terrain), water and
vegetation with respect to watershed under different ownerships at village level.
A) Capacity Building
The information and capacity building activities will be taken up as a major and
essential component of this project as per the common guidelines. A provision of 5% amount
of total project cost is proposed for these activities. Different stake holders in this project
implementation will be provided with appropriate trainings to enhance their skills,
knowledge, efficiency etc. Some national and state level organisations have been identified
by the SLNA to impart the trainings to officials of State, District and PIA level officials and
field functuaries. The project and village level stake holders will be trained at Regional and
District level Resourse organizations as approved by the SLNA as well as by the DWDU/PIA
with their available resourses and with help of resourcefull and eligible voluntary
organizations.
The information, education and communication (IEC) activities will also be carried out as per
the direction and content of project to dissiminate the project related information to fulfil
the project obejectives. An amount of Rs. 52.50 is provided for above I & CB activities.
State Remote Sensing Application Centre (SRSAC) Jodhpur was assigned the
work of preparing various thematic layers using Cartosat-1 and LISS-3 imageries for
Creation, development and management of geo-spatial database depicting present
conditions of land (terrain), water and vegetation with respect to watershed under
different ownerships at village level
Various thematic layers provided by SRSAC:
Delineation of Macro/Micro watershed boundaries.
Digitised Khasara maps of the villages falling in project area.
Network of Drainage lines, existing water bodies, falling in the project area.
Base maps (transport network, village/boundaries, and settlements).
Land Use / Land cover map.
Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as
discussed in chapter 2) final Treatment plan on revenue map for implementation has been
framed. Thus each intervention identified has been marked on Geo referenced Khasra Map
with Contours as provided by the SRSAC Jodhpur. ( map enclosed in DPR as annexure ”A”)
B) Livelihood Action Plan (LAP):
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing
the funds under the livelihood component. LAP has been prepared by the PIA in consultation
with WDT, WC & the members of SHG, SC/ST, women, landless/ assetless households. Details
of funds available & their utilisation are as under:
(i) Total project cost Rs. 1050.00 Lacs.
(ii) Funds available under livelihood component are 9% of total project cost, Rs. 94.50
Lacs.
(a) Seed money for SHGs as revolving fund, Rs. 56.70 Lacs.
- No. of SHG to be formed 230 Nos.
- No of persons (members) in SHGs 1610 Nos.
(b) Seed money for enterprising individuals, Rs. 9.45 Lacs
- No of persons identified as enterprising individuals 38 Nos.
The identification of enterperising individuals is in process and will be provided with
their intended trade and task’s required trainings and there after will be benefited with the
seed money as well as the admissible assistance/ loan from the project and provided with
credit linkages from banks also.
(c) Funds for Enterprising SHG/Federations of SHG
An amount of Rs. 28.35 lac has been envisaged and devised for enterprising self help groups
and federations of self help groups.
The funding for major livelihood activities will enable the enterprising SHGs/SHG
federation to avail a composite loan for undertaking major livelihood activities or to upscale
activities as recommended by the WC & approved by WCDC in consultation with line
departments.
Details of enterprising SHG/federation would be prepared in coming years after formation
of SHG federation or as the case may be.
C) Production Plan:
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is
pre-requisite for availing the funds under the Production System & micro enterprises
component. Production plan has been prepared by the PIA in consultation with WDT, WC &
the members of Users Group. Details of funds available & their utilisation are as under:
(i) Total project cost Rs. 1050.00 Lacs.
(ii) Funds available under Production System & Micro enterprises component is 10% of
total project cost, Rs.105.00 Lacs.
The appropriate species of horticulture plants those are adaptable in arid climate of
Jaisalmer District like Date palm, Pomegranate, Lesua/ Gunda, Ber etc. will be Provided to
the interested beneficiaries in the coming years who are having some sort of irrigation
facilities or rain water harvesting systems. The water conservation devices like sprinklers,
drip irrigation system, pitcher irrigation etc. will also be promoted and implemented with the
convergence of Agriculture/ Horticulture Departments. The medicinal plants will also be
tried to propagate in available conditions with the technical interventions of project. The
promising varieties of different crops will be provided as crop demonstrations with
recommended package of practices to enhance the agriculture productivities. The vermi-
compost units will also be promoted amongst the interested beneficiaries to ensure its
replication at large to provide bio fertilizers. Individuals beneficiaries are being identified at
persent and will also be added in coming years of project period. The activity wise outlay has
been indicated in development plan.
(iii) Funds for Animal Husbandary activities have been provided Rs 16.30 lacs out of above
total provision of Rs 105.00 lac for production activities.
Awareness Programme
-Slogan Wall Painting,
-Scientific Animal Husbandry Practices; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana Rally
-Broadcasting / Telecasting Film Show
-Visit- intra/ inter/ out of State/ Abroad
-Fortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.
Creation of Disease Free Zone: Livestock’s health coverage
With the intervention of project it is envisaged to create the project area as a disease free zone with following activities
-Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)
-Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)
-Distribution of mineral mixture. (Convergence with peer department)
-Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.
-Ensure Hygenic measures to check Zonosis. (DAH/ IWMP)
Infertility Management
To ensure Livestock’s Productivity the population of stray animals will be controlled through castration and productivity of animals will be improved with the:
-Expansion of AI Coverage/ reduction in no.of infertile females.
-PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENT
-Breed Improvment: To ensure Livestock’s Productivity enhancement
-A.I. (Convergence with peer department)
-Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.
-Registration of bulls (Convergence with peer department)
-Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks.
-Financial Incentive to the Inseminator for Calf Borns.
-Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva
-An Assistance to control Malnutrition: Protein Supplementation
-Feed & fodder production enhancement.
ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January
indicating outgoing liabilities as well as new projects which they wish to take during next
financial years & will submit to PM(WCDC). These plans will be placed for approval at P.S.
(Standing Committee of Production and Agriculture) & Z.P. (Standing Committee of
Production) level every year. While preparing Annual Action Plan (AAP) if rates of labour or
material in DPR increases or decreases, the changed rates will be applicable for preparing AAP
& the effect of same can be met by converging the remaining works with other schemes.
Proposed Development Plan
Qty.Total
Cost
Cost
from
Project
Fund
Conver
gence
Fund
Bene
ficiary
Contri
bution
Qty.Total
Cost
Cost
from
Project
Fund
Conver
gence
Fund
Bene
ficiary
Contri
bution
Qty.Total
Cost
Cost
from
Project
Fund
Conver
gence
Fund
Bene
ficiary
Contri
bution
Qty.Total
Cost
Cost
from
Project
Fund
Conver
gence
Fund
Bene
ficiary
Contri
bution
Admn. 10% 30.00 30.00 0.00 0.00 52.50 52.50 0.00 0.00 22.50 22.50 0.00 0.00 0 105.00 105.00 0.00 0.00
Monitoring 1% 3.00 3.00 0.00 0.00 5.25 5.25 0.00 0.00 2.25 2.25 0.00 0.00 0 10.50 10.50 0.00 0.00
Evaluation 1% 3.00 3.00 0.00 0.00 5.25 5.25 0.00 0.00 2.25 2.25 0.00 0.00 0 10.50 10.50 0.00 0.00
EPA 4% 12.00 12.00 0.00 0.00 21.00 21.00 0.00 0.00 9.00 9.00 0.00 0.00 0 42.00 42.00 0.00 0.00
I&CB 5% 15.00 15.00 0.00 0.00 26.25 26.25 0.00 0.00 11.25 11.25 0.00 0.00 0 52.50 52.50 0.00 0.00
DPR 1% 3.00 3.00 0.00 0.00 5.25 5.25 0.00 0.00 2.25 2.25 0.00 0.00 0 10.50 10.50 0.00 0.00
Total (A) 22% 66.00 66.00 0.00 0.00 115.50 115.50 0.00 0.00 49.50 49.50 0.00 0.00 0.00 231.00 231.00 0.00 0.00
(B) Natural resource management (56%) 168.00 294.00 126.0 588.00
Conservation measures for arable land (private land)
Field Bunding ha 0.093 480 44.64 35.30 9.34 2.65 1200 111.60 88.57 23.03 6.64 340 31.62 19.80 11.82 1.49 2020 187.86 143.67 44.19 10.78
Earthen Structure 1 No. 1.2 10 12.00 12.00 0.00 0.90 15 18.00 18.00 0.00 1.35 10 12.00 12.00 0.00 0.90 35 42.00 42.00 0.00 3.15
Earthen Structure 2 No. 1.75 8 14.00 14.00 0.00 1.05 12 21.00 21.00 0.00 1.58 8 14.00 14.00 0.00 1.05 28 49.00 49.00 0.00 3.68
Earthen Structure 3 No. 2 4 8.00 8.00 0.00 0.60 10 20.00 20.00 0.00 1.50 5 10.00 10.00 0.00 0.75 19 38.00 38.00 0.00 2.85
Tanka 1 No. 0.62 20 12.40 12.40 0.00 0.93 30 18.60 18.60 0.00 1.40 18 11.16 11.16 0.00 0.84 68 42.16 42.16 0.00 3.16
Tanka 2 No. 0.7 20 14.00 14.00 0.00 1.05 30 21.00 21.00 0.00 1.58 18 12.60 12.60 0.00 0.95 68 47.60 47.60 0.00 3.57
Khadin No. Site wise 3 25.56 25.56 0.00 1.92 4 36.06 36.06 0.00 2.70 2 18.31 16.81 1.50 1.26 9 79.93 78.43 1.50 5.88
Conservation measures for non arable land
Pasture Development ha 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
V-ditch ha 0.0192 80 1.54 1.54 0.00 0.00 40 0.77 0.77 0.00 0.00 85 1.63 1.63 0.00 0.00 205 3.94 3.94 0.00 0.00
Water Harvesting Structure No. 3 3 9.00 9.00 0.00 0.00 5 15.00 15.00 0.00 0.00 2 6.00 6.00 0.00 0.00 10 30.00 30.00 0.00 0.00
Afforestation ha 1.6 20 32.00 32.00 0.00 0.00 30 48.00 48.00 0.00 0.00 12 19.20 19.20 0.00 0.00 62 99.20 99.20 0.00 0.00
Tanka 3 No. 1.4 3 4.20 4.20 0.00 0.00 5 7.00 7.00 0.00 0.00 2 2.80 2.80 0.00 0.00 10 14.00 14.00 0.00 0.00
Drainage line treatment
MMS, Gabion No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
LSCD No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
WHS No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
Gully Plugs (ECD) No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
Ground water structure No. 0 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
Total (B) 177.34 168.00 9.34 9.09 317.03 294.00 23.03 16.74 139.32 126.00 13.32 7.23 633.69 588.00 45.69 33.06
Production measures for arable land 30.00 52.50 22.50 105.00Arid Horticulture ha 1.2 5 6.00 3.25 2.75 0.49 15 18.00 12.00 6.00 1.80 4 4.80 3.80 1.00 0.57 24 28.80 19.05 9.75 2.86
Sprinklers & Drip irrigation ha 0.8 2 1.60 1.00 0.60 0.15 5 4.00 3.00 1.00 0.45 2 1.60 1.15 0.45 0.17 9 7.20 5.15 2.05 0.77
Vegetables No. 0.005 200 1.00 1.00 0.00 0.15 300 1.50 1.50 0.00 0.23 100 0.50 0.50 0.00 0.08 600 3.00 3.00 0.00 0.45
Medicinal plants No. 0.005 200 1.00 1.00 0.00 0.15 300 1.50 1.50 0.00 0.23 100 0.50 0.50 0.00 0.08 600 3.00 3.00 0.00 0.45
Vermi compost No. 0.1 50 5.00 5.00 0.00 0.75 80 8.00 8.00 0.00 1.20 20 2.00 2.00 0.00 0.30 150 15.00 15.00 0.00 2.25
Crop Demonstration No. 0.015 850 12.75 12.75 0.00 1.91 1000 15.00 15.00 0.00 2.25 450 6.75 6.75 0.00 1.01 2300 34.50 34.50 0.00 5.18
Micro Enterprise
Dairy No. 2.00 2.00 3.00 3.00 0.00 1.60 1.80 1.80 0.00 0.00 0 6.80 6.80 0.00 1.60
Poultry No. 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00
Animal camp/Breed improovement No. 2.00 2.00 4.00 4.00 0.00 0.16 0 3.50 3.50 0.00 0.00 0 9.50 9.50 0.00 0.16
Local Artisans/craft No. 1.00 1.00 1.80 1.80 0.00 0.40 1.50 1.50 0.00 0.10 0 4.30 4.30 0.00 0.50
Food Processing No. 1.00 1.00 2.70 2.70 0.00 0.20 1.00 1.00 0.00 0.00 0 4.70 4.70 0.00 0.20
Total (C) 33.35 30.00 3.35 3.60 59.50 52.50 7.00 8.51 23.95 22.50 1.45 2.31 116.80 105.00 11.80 14.42
(D) Livelihood Activities (9%) 27.00 27.00 47.25 47.25 0.00 0.00 20.25 20.25 0.00 0.00 0 94.50 94.50 0.00 0.00
Total (D) 27.00 27.00 0.00 0.00 47.25 47.25 0.00 0.00 20.25 20.25 0.00 0.00 94.50 94.50 0.00 0.00
(E) Consolidation 9.00 9.00 15.75 15.75 6.75 6.75 31.50 31.50 0.00 0.00
Total (E) 9.00 9.00 0.00 0.00 0.00 15.75 15.75 0.00 0.00 0.00 6.75 6.75 0.00 0.00 0.00 31.50 31.50 0.00 0.00
Grand Total 312.69 300.00 12.69 12.69 555.03 525.00 30.03 25.25 239.77 225.00 14.77 9.53 1107.49 1050.00 57.49 47.48
GP : Balar GP : Swami ji ki Dhani Total
(A) Preparatory phase activities capacity building training & EPA
(C) Production System and Micro Enterprise (10%)
Activity UnitUnit
Cost
GP : Bhikhodai
Activity Unit Qty.Unit
cost
Total
cost
Cost from
Project
Fund
Conver
gence
Fund
Beneficiary
Contribution
(A) Preparatory phase activities capacity building training & EPAAdmn. 10% 0 0 105.00 105.00 0.00 0.00Monitoring 1% 0 0 10.50 10.50 0.00 0.00Evaluation 1% 0 0 10.50 10.50 0.00 0.00EPA 4% 0 0 42.00 42.00 0.00 0.00I&CB 5% 0 0 52.50 52.50 0.00 0.00DPR 1% 0 0 10.50 10.50 0.00 0.00
Total (A) 231.00 231.00 0.00 0.00
(B) Natural resource management (56%)Conservation measures for arable land (private land)
Field Bunding ha 2020 0.093 187.86 143.67 44.19 10.78
Earthen Structure 1 No. 35 1.2 42.00 42.00 0.00 3.15
Earthen Structure 2 No. 28 1.75 49.00 49.00 0.00 3.68
Earthen Structure 3 No. 19 2 38.00 38.00 0.00 2.85Tanka 1 No. 68 0.62 42.16 42.16 0.00 3.16Tanka 2 No. 68 0.7 47.60 47.60 0.00 3.57Khadin No. 9 Site wise 79.93 78.43 1.50 5.88Conservation measures for non arable land
Pasture Development ha 0 0 0.00 0.00 0.00 0.00V-ditch ha 205 0.0192 3.94 3.94 0.00 0.00
Water Harvesting
StructureNo. 10 3 30.00 30.00 0.00 0.00
Afforestation ha 62 1.6 99.20 99.20 0.00 0.00Tanka 3 No. 10 1.4 14.00 14.00 0.00 0.00Draunage line treatment
MMS, Gaboin No. 0 0 0.00 0.00 0.00 0.00LSCD No. 0 0 0.00 0.00 0.00 0.00WHS No. 0 0 0.00 0.00 0.00 0.00
Gully Plugs (ECD) No. 0 0 0.00 0.00 0.00 0.00
Ground water structure No. 0 0 0.00 0.00 0.00 0.00Total (B) 633.69 588.00 45.69 33.06
(C) Production system and micro enterprise (10%)Production measures for arable land
Arid Horticulture ha 24 1.2 28.80 19.05 9.75 2.86
Sprinklers & Drip irrigation ha 9 0.8 7.20 5.15 2.05 0.77
Vegetables No. 600 0.005 3.00 3.00 0.00 0.45
Medicinal plants No. 600 0.005 3.00 3.00 0.00 0.45
Vermi compost No. 150 0.1 15.00 15.00 0.00 2.25
Crop Demonstration No. 2300 0.015 34.50 34.50 0.00 5.18Micro Enterprise
Dairy No. 0 0 6.80 6.80 0.00 1.60Poultry No. 0 0 0.00 0.00 0.00 0.00Animal camp/Breed improovementNo. 0 0 9.50 9.50 0.00 0.16Local Artisans/craft No. 0 0 4.30 4.30 0.00 0.50Food Processing No. 0 0 4.70 4.70 0.00 0.20
Total (C) 116.8 105 11.8 14.415
D.Livelihood Activities (9%) 0 0 94.50 94.50 0.00 0.00
Total (D) 94.50 94.50 0.00 0.00
(E) Consolidation 31.50 31.50 0.00 0.00
Total (E) 0 0 31.50 31.50 0.00 0.00Grand Total 1107.49 1050.00 57.49 47.48
CHAPTER-IV Activity wise Total Abstract of cost
Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
Admn. 0 0 10% 105.00 31.50 21.00 10.50 10.50 10.50 10.50 10.50 0 105.000
Monitoring 0 0 1% 10.50 0.00 0.00 2.10 2.10 2.10 2.10 2.10 0 10.500
Evaluation 0 0 1% 10.50 0.00 0.00 0.00 2.10 0.00 3.15 5.25 0 10.500
EPA 0 0 4% 42.00 12.60 29.40 0.00 0.00 0.00 0.00 0.00 0 42.000
I & CB 0 0 5% 52.50 10.50 10.50 10.50 5.25 5.25 5.25 5.25 0 52.500
DPR 0 0 1% 10.50 3.15 4.20 0.00 0.00 3.15 0.00 0.00 0 10.500
Total (A) 231.00 57.750 65.100 23.100 19.950 21.000 21.000 23.10 0 231.000
Field Bunding ha 2020 0.093 143.67 300 28.73 800 50.28 300 28.73 450 28.73 170 7.18 2020 143.670
Earthen Structure 1 No. 35 1.2 42.00 8 8.40 12 14.70 7 8.40 7 8.40 1 2.10 35 42.000
Earthen Structure 2 No. 28 1.75 49.00 6 9.80 10 17.15 6 9.80 6 9.80 1 2.45 28 49.000
Earthen Structure 3 No. 19 2 38.00 4 7.60 7 13.30 4 7.60 4 7.60 1 1.90 19 38.000
Tanka 1 No. 68 0.62 42.16 15 8.43 24 14.76 14 8.43 14 8.43 2 2.11 68 42.160
Tanka 2 No. 68 0.7 47.60 15 9.52 24 16.66 14 9.52 14 9.52 2 2.38 68 47.600
Khadin No. 9 Site wise 78.43 1 15.69 3 27.45 2 15.69 2 15.69 1 3.92 9 78.430
Conservation measures for non arable land
Pasture Development ha 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
V-ditch ha 205 0.0192 3.94 41 0.79 72 1.38 41 0.79 41 0.79 10 0.20 205 3.936
Water Harvesting Structure No. 10 3 30.00 2 6.00 4 10.50 2 6.00 2 6.00 1 1.50 10 30.000
Afforestation ha 62 1.6 99.20 12 19.84 22 34.72 12 19.84 12 19.84 3 4.96 62 99.200
Tanka 3 No. 10 1.4 14.00 2 2.80 4 4.90 2 2.80 2 2.80 1 0.70 10 14.000
Drainage line treatment 0 0.000
MMS, Gabion No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
LSCD No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
WHS No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
Gully Plugs (ECD) No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
Ground water structure No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
Total (B) 588.00 406 117.599 980 205.799 403 117.599 553 117.599 192 29.400 2534 587.996
Arid Horticulture ha 24 1.2 19.05 5 3.81 8 6.67 5 3.81 5 3.81 1 0.95 24 19.050
Sprinklers & Drip irrigation ha 9 0.8 5.15 2 1.03 3 1.80 2 1.03 2 1.03 0 0.26 9 5.150
Vegetables No. 600 0.005 3.00 120 0.60 210 1.05 120 0.60 120 0.60 30 0.15 600 3.000
Medicinal plants No. 600 0.005 3.00 120 0.60 210 1.05 120 0.60 120 0.60 30 0.15 600 3.000
Vermi compost No. 150 0.1 15.00 30 3.00 53 5.25 30 3.00 30 3.00 8 0.75 150 15.000
Crop Demonstration No. 2300 0.015 34.50 460 6.90 805 12.08 460 6.90 460 6.90 115 1.73 2300 34.500
Micro Enterprise
Dairy No. 0 0 6.80 0 1.36 0 2.38 0 1.36 0 1.36 0 0.34 0 6.800
Poultry No. 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000
Animal camp/Breed improovement No. 0 0 9.50 0 1.90 0 3.33 0 1.90 0 1.90 0 0.47 0 9.500
Local Artisans/craft No. 0 0 4.30 0 0.86 0 1.51 0 0.86 0 0.86 0 0.22 0 4.300
Food Processing No. 0 0 4.70 0 0.94 0 1.65 0 0.94 0 0.94 0 0.24 0 4.700
Total (C) 105.00 737 21.000 1289 36.750 737 21.000 737 21.000 184 5.250 3683 105.000
D.Livelihood Activities (9%) 0 0 94.50 0 18.90 0 33.08 0 18.90 0 18.90 0 4.72 0 94.500
Total (D) 94.50 0 18.900 0 33.075 0 18.900 0 18.900 0 4.725 0 94.500
(E) Consolidation 0 0 31.50 0 0.00 0 0.00 0 0.00 0 6.30 0 25.20 0 31.500
Grand Total 1050.00 57.750 65.100 1143 180.599 2269 295.57 1139 178.50 1289 184.80 376 87.67 6217 1049.996
Yearwise % Targets 5.500 6.200 17.200 28.150 17.000 17.600 8.350 100.000
Total Activity Unit Qty.
Unit
Cost
4th yearTotal
cost
1st year 2nd year 3rd yearANNUAL ACTION PLAN-(THROUGH PROJECT FUND)
(C) Production System and micro enterprise(19%)
(A) Preparatory phase activities capacity building trainings & EPA
Production measures for arable land
(B) Natural resource management (56%)
Conservation measures for arable land(private land)
5th year 6th year 7th year
1 3 4 5 6S.
No.
Unit of
measurement
Pre-project
Status
Expected Post-
project Status Remarks
1 Meters 75.00 74.50
2 No. 6 13
3 TDS 2,400 2,350
4 KLPD 50.21 57.45
5 Ha 830.00 1,000.00
6 Description 0.00 0.00
7
Ha 5,820.00 5,820.00
Ha 830.00 1,000.00
Ha 0.00 0.00
8 Ha 5,900.00 5,900.00
9
q/ha 3.55 4.50
q/ha 0.00 0.00
q/ha 0.00 0.00
q/ha 12.50 15.00
10
ton 1,363.20 1,728.00
ton 0.00 0.00
ton 0.00 0.00
ton 637.50 780.00
11 Ha 90.00 152.00
12 Ha 0.00 24.00
13 Ha 90.00 152.00
14 Ha 50.00 205.00
15 Q 91,903.00 95,500.00
16 Litres/day 2,660.00 3,200.00
17 No. 6 115
18 No. 14 38
19 Rs.in lac 0.17 0.28
20 No. 97 35
21 No. 0 12
CHAPTER – VI EXPECTED OUT COMES
2
Item
Status of water table (Depth to Ground water level)
Ground water structures repaired/ rejuvenated
Quality of drinking water
Availability of drinking water
Change in irrigated Area
Change in cropping/ land use pattern
Area under agricultural crop
Area under single crop
Area under double crop
Area under multiple crop
Change in cultivated Area
Yield of major crops of area
Yield of Bajra
Yield of Wheat
Yield of Gram
Milk production
Yield of Mustard
production of major crops of area
Production of Bajra
Production of Wheat
Production of Gram
Production of Mustard
SHGs Active
No. of enterprising individuals
Income
Migration
SHG Federations formed
Area under vegetation
Area under horticulture
Area under fuel
Area under Fodder
Fodder production
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 100 200 0.40 80.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 100 3.45 345 1.30 448.50
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 1 100
(0.45+5.
25)/2 1.2 342 84.00 28728.00
4 Sowing of grass seeds on ridges in 3
layers
114
Mtr 3 100 300 1.00 300.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 3 1 3 80.00 240.00
Sub Total 29796.50
Add: Contingencies @ 3% 893.90
Grand Total 30690
306.904Or Rate per mtr = say 310.00/mtr
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Field Bunding
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 1
Length 250 mtr
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 250 500 0.40 200.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 250 7 1750 1.30 2275.00
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 1 250 (1+7)/2 1.5 1500 84.00 126000.00
4 Sowing of grass seeds on ridges in 10
layers
114
Mtr 10 250 2500 1.00 2500.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 0.5 5 80.00 400.00
6 Pitiching 15-23 cm size hammer
dressed stones with all lifts and leads
including packing of stones in
required profile
124
Cum 1 20 10 0.2 40 910.00 36400.00
Sub Total 167775.00
Add: Contingencies @ 3% 5033.25
Grand Total 172808
Or say Rs. 175000.00
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Earthen Structure
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 2
Length 150 mtr
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 150 300 0.40 120.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 150 7 1050 1.30 1365.00
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 1 150 (1+7)/2 1.5 900 84.00 75600.00
4 Sowing of grass seeds on ridges in 10
layers
114
Mtr 10 150 1500 1.00 1500.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 0.5 5 80.00 400.00
6 Pitiching 15-23 cm size hammer
dressed stones with all lifts and leads
including packing of stones in
required profile
124
Cum 1 20 10 0.2 40 910.00 36400.00
Sub Total 115385.00
Add: Contingencies @ 3% 3461.55
Grand Total 118847
Or say Rs. 120000.00
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Earthen Structure
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 3
Length 300 mtr
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 300 600 0.40 240.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 300 7 2100 1.30 2730.00
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 1 300 (1+7)/2 1.5 1800 84.00 151200.00
4 Sowing of grass seeds on ridges in 10
layers
114
Mtr 10 300 3000 1.00 3000.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 0.5 5 80.00 400.00
6 Pitiching 15-23 cm size hammer
dressed stones with all lifts and leads
including packing of stones in
required profile
124
Cum 1 20 10 0.2 40 910.00 36400.00
Sub Total 193970.00
Add: Contingencies @ 3% 5819.10
Grand Total 199789
Or say Rs. 200000.00
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Earthen Structure
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 4
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 1 100 100 0.40 40.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 100 3.45 345 1.30 448.50
3 Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
Cum ,1/2 100 0.9 0.45 20.25 81.00 1640.25
4 Sowing of grass seeds on ridges in 1
row
114
Mtr 1 100 100 1.00 100.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 1 1 1 80.00 80.00
Sub Total 2308.75
Add: Contingencies @ 3% 69.26
Grand Total 2378
Or per mtr. cost is Rs. 23.78 Say Rs. 24.00/mtr.
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for V-ditch
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 5
Per ha.
No. L B H Qty. Rate Amount
1 Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
V-ditch/Contour Cum 20x1/2 100 0.6 0.3 180 81.00 14580.00
2 Digging of pits for foresty Plants of
the size 45 x 45 x 45 cm in hard soil
112(b)
No. 400 400 7.00 2800.00
3 Plantation of foresty plants in flat
lands
113(b)
No. 400 400 3.00 1200.00
4 Making of balls of grass seeds, FYM,
snad & clay in the ratio of 1:2:2
including beating & screening of
FYM & clay, cleaning of grass seeds
F/3-2
Per 6
Kg 6 60.00 60.00
5 Making of thawala in 50 cm dia in
semi circular pattern, in flat lands
117(b)
No. 400 400 1.70 680.00
6 Sowing of grass seeds on ridges in 1
row
114
Mtr 20 100 2000 1.00 2000.00
7 Watering of plants @ 15 ltr per plant
with available water, 20 watering per
year for 3 years pasture enclosure
3 x 20 x 400
115
No. 24000 24000 2.00 48000.00
8 Supply of potable water for watering
of plants by tractor mounted water
tanker with a lead upto 10 km
LS
Tanker 120 120 500.00 60000.00
9 Hoeing & weeding 15 cm deep & in
45 cm dia in semi circular pattern
twice a year
2 x 3 x 400
116
No. 2400 2400 1.00 2400.00
10 Application of insecticide and
fertilizers to plants excluding cost of
insecticide and fertilizers, twice a year
3 x 2 x 400
F/F-5
No. 2400 2400 0.28 672.00
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Silvi-Pasture Model
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 6
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
11 Protection of plants from frost/loo
using grass or other localy availble
materials (by making a Jhonpa of 0.6
mtr dia of plant height and covering
the plant by it)
F/G-5
No. 400 400 3.56 1424.00
12 Supply of FYM/fertilizers &
insecticides
LS
No. 2400 2400 10.00 24000.00
13 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 6 80.00 480.00
14 Suppy of foresty plant including 20%
gap filling per year & taking into
considration the mortality of plants
during transportation & rehandling &
including of transportation from all
lead & lifts
400 + 80 + 40 + 20 + 50
LS
No. 590 590 10.00 5900.00
15 Provision for watch and ward for 3
years
3 x 12 x 30 man days for 10 ha area
minimum
LS
No. 1080 1080 135.00 14580.00
Sub Total 178776.00
16 Fencing : Provision for barbed wire
fencing with RCC posts as per
enclosed detailed estimate,
considering minimum area of encloser
10 ha. & average length of fencing is
125 mtr./ha.
As per
estimate
Mtr 125 125 1000.00 125000.00
Sub Total 125000.00
Total 303776.00
Add: Contingencies @ 3% 9113.28
Grand Total 312889
Say Rs. 310000.00/ha.
IWMP Estimate 1 7
Per ha.
No. L B H Qty. Rate Amount
1 Surveying of Proposed Area Ha 1 1 182.06 182.06
1 Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
V-ditch/Contour furrow at every 25
Mtr interval 4x1/2 100 0.6 0.3 36
Cum 36 81.00 2916.00
2 Digging of pits for foresty Plants of
the size 45 x 45 x 45 cm in hard soil
112(b)
No. 400 400 7.00 2800.00
3 Plantation of foresty plants in flat
lands
113(b)
No. 400 400 3.00 1200.00
4 Making of balls of grass seeds, FYM,
snad & clay in the ratio of 1:2:2
including beating & screening of
FYM & clay, cleaning of grass seeds
F/3-2
Per 6
Kg 6 60.00 60.00
5 Making of thawala in 50 cm dia in
semi circular pattern, in flat lands,
every year upto 3 years
117(b)
No. 1200 1200 1.70 2040.00
6 Sowing of grass seeds on ridges in 1
row
114
Mtr 20 100 2000 1.00 2000.00
7 Watering of plants @ 15 ltr per plant
with available water, 12 watering per
year for 3 years pasture enclosure
3 x 12 x 400
115
No. 14400 14400 2.00 28800.00
8 Supply of potable water for watering
of plants by tractor mounted water
tanker with a lead upto 10 km
LS
Tanker 50 50 500.00 25000.00
9 Hoeing & weeding 15 cm deep & in
45 cm dia in semi circular pattern
twice a year
2 x 3 x 400
116
No. 2400 2400 1.00 2400.00
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Silvi-Pasture Model
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 8
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
10 Application of insecticide and
fertilizers to plants excluding cost of
insecticide and fertilizers, twice a year
3 x 2 x 400
F/F-5
No. 2400 2400 0.36 864.00
11 Protection of plants from frost/loo
using grass or other localy availble
materials (by making a Jhonpa of 0.6
mtr dia of plant height and covering
the plant by it)
F/G-5
No. 400 400 3.56 1424.00
12 Supply of FYM/fertilizers &
insecticides
LS
No. 2400 2400 10.00 24000.00
13 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 6 80.00 480.00
14 Suppy of foresty plant including 20%
gap filling per year & taking into
considration the mortality of plants
during transportation & rehandling &
including of transportation from all
lead & lifts
400 + 80 + 40 + 20 + 50
LS
No. 590 590 10.00 5900.00
15 Provision for watch and ward for 3
years
3 x 12 x 30 man days for 10 ha area
minimum
LS
No. 1080 1080 135.00 14580.00
Sub Total 114464.00
16 Fencing : Provision for barbed wire
fencing with RCC posts as per
enclosed detailed estimate,
considering minimum area of encloser
10 ha. & average length of fencing is
125 mtr./ha.
As per
estimate
Mtr 125 125 320.00 40000.00
Sub Total 40000.00
Total 154464.00
Add: Contingencies @ 3% 4633.92
Grand Total 159098
Say Rs. 160000.00/ha.
IWMP Estimate 1 9
Per 100 mtr
No. L B H Qty. Rate Amount
1 Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil. (Pits
for fixing Stone Patti posts, 5 mtr
interval))
2(b)
Cum 20 0.6 0.45 0.6 3.24 81.00 262.44
2 Supply of Stone Patties, 7' long Sqm 20 2.15 0.3 12.9 465.00 5998.50
20 7 1 0.25 35
Cum 0.991 204.00 202.15
4 P& F of Goat proof jali LS Mtr 1 100 100 100.00 10000.00
LS 5 100 500
Kg 82 90.00 7380.00
6 P& F of MS gate as per instruction of
Engineer incharge
LS
Kg 100 100 70.00 7000.00
Sub Total 30843.09
Add: Contingencies @ 3% 925.29
Grand Total 31768
Estimated cost is Rs. 320/mtr
UnitDetails of Measurement
Or say Rs. 32000.00
Carriage of stone patties, Avg. 40 Km
lead. (7'X1'X0.25')
Supply, Drawing & fixing of barbed
wire strands with binding wires and
clips, Barbed wire for fencing
including transportation, 5 Strands
3
5
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Barbed Wire Fencing with Stone Patti Posts
S.
No.Item
Item
Ref.
IWMP Estimate 1 10
Per 100 mtr
No. L B H Qty. Rate Amount
1 Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
Cum 53 0.45 0.45 0.6 6.44 81.00 521.60
2 PCC in 1:3:6 (1Cement :3 Course
Sand :6 Graded stone aggregate 20
mm nominal size for fixing of posts
102(b)
Cum 53 0.45 0.45 0.6 6.44 2229.00 14353.65
3 RCC in 1:2:4 for pre-casting of RCC
posts with curing etc.
37(a)
Cum 53 2.1 0.1 0.1 1.113 2960.00 3294.48
4 P&F centering & shuttering 45(a) Sqm 53 2.1 0.4 44.52 100.00 4452.00
5 P & F mild steel bars for
reinforcement, 01.5% of RCC
46
Kg 131.1 59.00 7732.29
6 Transporation of pre-casted RCC
posts
LS
No. 53 53 30.00 1590.00
7 Providing & drawing the barbed wire
through hooks provided in posts and
tightening the same and fixing with
the binding wire in 6 strands with
diagonally double bracing, each 10th
post & corner post to be reinforced
with slanted supports both way
LS
Mtr 100 100 650.00 65000.00
Sub Total 96944.01
Add: Contingencies @ 3% 2908.32
Grand Total 99852
Estimated cost is Rs. 1000/mtr
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Or say Rs. 100000.00
Detailed & Abstract of Estimate for Barbed Wire Fencing with Precasted RCC Posts
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 11
Village: …………………………………….
Khasra No.: …………………………………. 20000 Ltr Capacity (Circular)
No. L B H Qty. Rate Amount
Earth work in excavation and disposal
of earth in given profile including 1.5
mtr of lift & 50 mtr of lead, in hard soil
119(b)
Water Tank 16.83
Inlets 2 1 1 1 2.00
18.83 81.00 1525.10
2 in disintegrated rocks and one aditional
lift
119©
Cum 16.83 139.00 2339.15
PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
11(c)a
Water Tank 2.88
Inlets 2 1 1 0.3 0.60
Cum 3.48 1723.00 5996.04
Cement Concrete flooring in 1:2:4
using crusher broken aggregate of 12
mm size , 50 mm thick, in Bottom of
Tank
58(a)
5.93
at top of the Tanka 9.63
Inlets 2 1 1 2.00
Sqm 17.56 224.00 3933.44
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Water Tank 13.05
Inlets 2 2.4 0.3 3.25 4.68
Cum 17.73 1625.00 28811.25
6 P/L stone slab roofing in good quality
slabs including filling of joints in CM
1:4 complete
36
Sqm 9.61 933.00 8966.13
0.5x(∏/4x3.5x3.5x3.5)
1x(∏/4x2.75x2.75)
1x(∏/4x3.5x3.5)
0.5x(∏/4x3.5x3.5x3.5)
1
1x(∏/4x3.5x3.5x0.30)
5
1x∏x3.125x0.38x3.5
∏/4x3.5x3.5
3
4
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Water Tank
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 12
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
Plaster in CM (1:4 ), 25 mm thick 67(a)
Inner Wall of Water tank 30.22
Outer walls of water Tank 6.59
Inlets 2 3 0.6 3.60
Sqm 40.41 163.00 6586.83
8 P/F Lid over Opening, Mesh in inlets,
Display boards etc.
LSNo. 1 1.00 2000.00 2000.00
Total 60157.95
Add: Contingencies @ 3% 1804.74
Grand Total 61963
JEn
IWMP …….
AEn
& PIA IWMP ……….
7
Say Rs. 0.62 lac
1x∏x2.75x3.5
1x∏x3.5x0.60
IWMP Estimate 1 13
Village: …………………………………….
Khasra No.: …………………………………. 22000 Ltr Capacity (Rect+Semi Circular)
No. L B H Qty. Rate Amount
Earth work in excavation and disposal
of earth in given profile including 1.5
mtr of lift & 50 mtr of lead, in hard soil
119(b)
Water Tank (Semi circular part) 10.05
Water Tank (Rectangular part) 8.00
Inlets 2 1 1 1 2.00
Cum 20.05 81.00 1623.89
in disintegrated rocks and one aditional
lift
119©
Water Tank (Semi circular part) 10.05
Water Tank (Rectangular part) 8.00
Cum 18.05 139.00 2508.67
PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
11(c)a
Water Tank (Semi circular part) 2.41
Water Tank (Rectangular part) 1.92
Inlets 2 1 1 0.3 0.60
Cum 4.93 1723.00 8497.01
Cement Concrete flooring in 1:2:4
using crusher broken aggregate of 12
mm size , 50 mm thick, in Bottom of
58(a)
At bottom or floor
Water Tank (Semi circular part) 4.71
Water Tank (Rectangular part) 4.90
Inlets 2 1 1 0.3 0.60
at top of the Tanka
Water Tank (Semi circular part) 8.04
Water Tank (Rectangular part) 6.40
Sqm 24.65 224.00 5521.68
1x(2.00x3.2)
2
1x(2.0x3.2x0.30)
1x(∏/4x2.45x2.45)
1x(2.0x2.45)
1x(∏/4x3.2x3.2)
4
0.5x(2.0x3.2x2.5)
Unit
1
0.5x(∏/4x3.2x3.2x2.5)
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Water Tank
S.
No.Item
Item
Ref.
3
Details of Measurement
1x(∏/4x3.2x3.2x0.30)
0.5x(2.0x3.2x2.5)
0.5x(∏/4x3.2x3.2x2.5)
IWMP Estimate 1 14
No. L B H Qty. Rate AmountUnit
S.
No.Item
Item
Ref.
Details of Measurement
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Water Tank (Semi circular part) 8.07
Water Tank (Rectangular part) 3.64
Inlets 2 2.4 0.3 3.25 4.68
Cum 16.39 1625.00 26637.25
6 P/L stone slab roofing in good quality
slabs including filling of joints in CM
1:4 complete
36
Water Tank (Semi circular part) 8.04
Water Tank (Rectangular part) 6.40
Patti as lintel 1.92
Sqm 16.36 933.00 15262.39
Plaster in CM (1:4 ), 25 mm thick 67(a)
Inner Wall, semi circular 20.00
Inner Wall, Rectangular 10.40
Outer walls, semi circular 6.03
Outer walls, Rectangular 2.40
Inlets 2 3 0.6 3.60
Sqm 42.43 163.00 6916.19
8 P/F Lid over Opening, Mesh in inlets,
Display boards etc.
LSNo. 1 1.00 1000.00 1000.00
Total 67967.08
Add: Contingencies @ 3% 2039.01
Grand Total 70006
JEn
IWMP …….
7
1x∏x2.45x2.60
2x2.0x2.60
AEn
& PIA IWMP ……….
1x(∏/4x3.2x3.2)
1x(2.0x3.2)
2x3.2x0.30
1x∏x3.2x0.60
2x2.0x0.60
Say Rs. 0.70 lac
5
1x∏x2.825x0.35x2.60
2x2.0x0.35x2.60
IWMP Estimate 1 15
Village: …………………………………….
Khasra No.: …………………………………. 30000 Ltr Capacity (Circular)
No. L B H Qty. Rate Amount
Earth work in excavation and
disposal of earth in given
profile including 1.5 mtr of lift
& 50 mtr of lead, in hard soil
119(b)
Water Tank 23.75
Inlets 2 1 1 1 2.00
Peripheri wall 3.23
Cum 28.98 81.00 2347.56
2 in disintegrated rocks and one
aditional lift, Water Tank
119© Cum 23.75 139.00 3301.24
PCC in Foundation Providing
and laying cement concrete
incduding curring compection
etc.complete in specified grade
excluding the cost of centering
and shuttering - All work up to
plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone
aggregate 40 mm nominal
size).
11(c)a
Water Tank 2.13
Inlets 2 1 1 0.3 0.60
Peripheri wall 4.31
Cum 7.04 1723.00 12123.91
Cement Concrete flooring in
1:2:4 using crusher broken
aggregate of 12 mm size , 50
mm thick, in Bottom of Tank
58(a) 9.62
at top of the Tanka 14.18
Inlets 2 1 1 2.00
Copping over periphery wall 14.37
Sqm 40.16 224.00 8996.02
4 1x(∏/4x3.5x3.5)
1x(∏/4x4.25x4.25)
1x(∏x15.25x0.30)
1
0.5x(∏/4x4.25x4.25x3.35)
0.5x(∏/4x4.25x4.25x3.35)
3
1x(∏/4x15.25x0.6x0.45)
0.5x(∏/4x4.25x4.25x0.30)
1x(∏x15.25x0.6x0.15)
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Water Tank
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 16
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
Stone Masonry For Foundation
Random Rubble stone
masonry for foundation and
plinth in cement sand mortar
above 30cm thick wall in:
cement mortar 1:6 (1cement :
6sand)
24(a)a
Water Tank 16.18
Inlets 2 2.4 0.3 3.25 4.68
Peripheri wall, first footing 6.46
Peripheri wall, second footing 14.37
Cum 41.69 1625.00 67750.72
6 P&F Stone lintels in mortar of
masonary, 15 cm thick.
Sqm 1 3 0.3 0.90 679.00 611.10
7 P/L stone slab roofing in good
quality slabs including filling
of joints in CM 1:4 complete
36 Sqm 14.18 933.00 13229.07
Plaster in CM (1:4 ), 25 mm
thick
67(a)
Inner Wall of Water tank 38.47
Outer walls of water Tank 8.01
Inlets 2 3 0.6 3.60
Sqm 50.07 163.00 8161.74
9 Flush or ruled pointing in
CM(1:3) over stone masonary
70 (a) Sqm 95.77 61.00 5841.97
10 Laying, watering and ramming
of available (excavated) quary
rubbish/ murrum for
preparation of catchment
85- 97
(d)
Cum 49.44 239.00 11816.79
11 P/F Lid over Opening, Mesh in
inlets, Display boards etc.
LS No. 1 1.00 2000.00 2000.00
Total 136180.10
Add: Contingencies @ 3% 4085.40
Grand Total 140266
8
1x∏x3.5x3.5
1x∏x4.25x0.60
Say Rs. 1.40 lac
JEn
IWMP …….
AEn
& PIA IWMP ……….
2x(∏x15.25x1.00)
1x(∏x9.675x10.85x0.15)
5
1x∏x3.875x0.38x3.5
∏/4x4.25x4.25
1x(∏x15.25x0.45x0.30)
1x(∏x15.25x0.30x1.00)
IWMP Estimate 1 17
Village: …………………………………….
Khasra No.: …………………………………. 40000 Ltr Capacity (Rect+Semi Circular)
No. L B H Qty. Rate Amount
Earth work in excavation and disposal
of earth in given profile including 1.5
mtr of lift & 50 mtr of lead, in hard soil
119(b)
Water Tank (Semi circular part) 15.39
Water Tank (Rectangular part) 15.40
Inlets 2 1 1 1 2.00
Cum 32.79 81.00 2655.67
in disintegrated rocks and one aditional
lift
119©
Water Tank (Semi circular part) 15.39
Water Tank (Rectangular part) 15.40
Cum 30.79 139.00 4279.25
PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
11(c)a
Water Tank (Semi circular part) 2.88
Water Tank (Rectangular part) 2.89
Inlets 2 1 1 0.3 0.60
Cum 6.37 1723.00 10979.60
Cement Concrete flooring in 1:2:4
using crusher broken aggregate of 12
mm size , 50 mm thick, in Bottom of
58(a)
At bottom or floor
Water Tank (Semi circular part) 4.71
Water Tank (Rectangular part) 7.56
Inlets 2 1 1 0.3 0.60
at top of the Tanka
Water Tank (Semi circular part) 9.62
Water Tank (Rectangular part) 9.63
Sqm 32.12 224.00 7193.92
1x(2.75x3.5)
3
1x(∏/4x3.5x3.5x0.30)
1x(2.75x3.5x0.30)
4
1x(∏/4x2.75x2.75)
1x(2.75x2.75)
1x(∏/4x3.5x3.5)
1
0.5x(∏/4x3.5x3.5x3.2)
0.5x(2.75x3.5x3.2)
2
0.5x(∏/4x3.5x3.5x3.2)
0.5x(2.75x3.5x3.2)
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKRA
Detailed & Abstract of Estimate for Water Tank
S.
No.Item
Item
Ref.Unit
Details of Measurement
IWMP Estimate 1 18
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Water Tank (Semi circular part) 11.93
Water Tank (Rectangular part) 6.69
Inlets 2 2.4 0.3 3.25 4.68
Cum 23.30 1625.00 37862.50
6 P&F Stone lintels in mortar of
masonary, 15 cm thick.Sqm 2 3 0.3 1.80 679.00 1222.20
7 P/L stone slab roofing in good quality
slabs including filling of joints in CM
1:4 complete
36
Water Tank (Semi circular part) 8.04
Water Tank (Rectangular part) 8.80
Sqm 16.84 933.00 15710.23
Plaster in CM (1:4 ), 25 mm thick 67(a)
Inner Wall, semi circular 27.63
Inner Wall, Rectangular 17.60
Outer walls, semi circular 6.59
Outer walls, Rectangular 3.30
Inlets 2 3 0.6 3.60
Sqm 58.73 163.00 9572.34
8 P/F Lid over Opening, Mesh in inlets,
Display boards etc.
LSNo. 1 1.00 2000.00 2000.00
Total 91475.71
Add: Contingencies @ 3% 2744.27
Grand Total 94220
Say Rs. 0.94 lac
JEn
IWMP …….
AEn
& PIA IWMP ……….
1x(2.75x3.2)
7
1x∏x2.75x3.20
2x2.75x3.20
1x∏x3.50x0.60
2x2.75x0.60
5
1x∏x3.125x0.38x3.20
2x2.75x0.38x3.20
1x(∏/4x3.2x3.2)
IWMP Estimate 1 19
Hydro Geological Data
1. Area of Catchment, A 485.00 ha
2. Total Length of Run 1850.00 mtr
3. Total Fall/Relief of the Catchment 12.00 mtr
4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm
5. Contour interval of Submergence area in m 0.30 mtr
6. Area of first contour in ha 0.50 ha
second Contour 0.80 ha
third contour 2.75 ha
fourth contour 4.25 ha
fifth contour 6.80 ha
sixth contour 0.00 ha
seventh contour 0.00 ha
7. Height at FTL 1.2 mtr
8. Yield of the Catchment, by Strange's Table
Factor Area Factor Area Factor Area
170 103.57 242.5 77.675 145.5 52.685 97 41527.88
Total expected Yield of Catchment = 4.15
9. Storage Capacity of the Khadin at FTL, by Symphson's formula
V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]
V= Storage Volume of Khadin in ha-m
A= Area of the contours, ha
n= Total no. of contours
h= Contour interval, m
Volume V= 3.98 ha-m
By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 1.2 Mtr
10. Top width of the bund= H/5+1.50
.= 1.74
or say 2.00 Mtr
11. Total Length of Bund corresponding to above height 1170.00 Mtr
12. Time of Concentration 45.62 minute
Village: ……………………
Khasra No.: ……………….
Design Khadin
Yield of the Catchment per hectare Area in Cum
Good Catchment Avg. Catchment Bad Catchment
Total
Monsoonal
Rainfall in
mm
Toatal
Yield
Cum
Khadin 1 1
13. Intensity of Rainfall Corresponding to Time of Concentration 90.00 mm/hour
14. Average Runoff Coefficent 0.25
15. Peak Rate of Runoff 30.31 m3/sec.
Hydraulic Design
1. Available Crest Length 40.00 mtr
2. Available impounding depth 1.20 mtr
3. Heigth above Crest to accommodate peak discharge 0.58 mtr
Structural Design
A. Fetch Length according to impounding at HFL 220.00 mtr
B. Free Board provided 0.31
C. Gross heigth of Structure 1.39 Say 2
1. Length of Headwall 40.00
2. Top width of Headwall 0.60
3. Bottom width of Headwall 1.00 Say 1
4. Height of Headwall 0.50
5. Length of Headwall Extention 2.39 Say 2.5
6. Top width of Headwall Extention 0.45
7. Bottom width of Headwall Extention 0.45
8. Height of Headwall Extention 1.39 Say 1.5
9. Length of Sidewall 3.22 Say 3.3
10. Top width of Sidewall 0.60
11. Bottom width of Sidewall 0.60
12. Height of Sidewall at head wall Ext. junction 1.39 Say 1.5
13. Length of Sidewall Extention 1.31 Say 1.5
14. Top width of Sidewall Extention 0.60
15. Bottom width of Sidewall Extention 0.60
16. Height of Sidewall Extention 0.87 Say 0.9
17. Length of Toewall 40.00
18. Width of Toewall 0.45
19. Hieght of Toewall 0.30
20. Width of Apron 3.22 Say 3.3
JEn
IWMP ………
AEn
& PIA IWMP ……….
Khadin 1 2
1.5
2
Chainage
No.
Chain
LengthNSL TBL Height
Bottom
Width
Top
Width
Cross
Section
Avg. Cross
SectionQty.
1 30 227.80 227.90 0.10 2.35 2.00 0.22
2 30 227.50 227.90 0.40 3.40 2.00 1.08 0.65 19.46
3 30 227.40 227.90 0.50 3.75 2.00 1.44 1.26 37.76
4 30 227.30 227.90 0.60 4.10 2.00 1.83 1.63 49.01
5 30 227.30 227.90 0.60 4.10 2.00 1.83 1.83 54.90
6 30 227.20 227.90 0.70 4.45 2.00 2.26 2.04 61.31
7 30 226.80 227.90 1.10 5.85 2.00 4.32 3.29 98.63
8 30 227.00 227.90 0.90 5.15 2.00 3.22 3.77 113.03
9 30 227.00 227.90 0.90 5.15 2.00 3.22 3.22 96.53
10 30 226.90 227.90 1.00 5.50 2.00 3.75 3.48 104.51
11 30 226.70 227.90 1.20 6.20 2.00 4.92 4.34 130.05
12 30 226.70 227.90 1.20 6.20 2.00 4.92 4.92 147.60
13 30 226.80 227.90 1.10 5.85 2.00 4.32 4.62 138.56
14 30 226.75 227.90 1.15 6.03 2.00 4.61 4.47 133.98
15 30 226.85 227.90 1.05 5.68 2.00 4.03 4.32 129.66
16 30 226.80 227.90 1.10 5.85 2.00 4.32 4.17 125.20
17 30 227.05 227.90 0.85 4.97 2.00 2.96 3.64 109.23
18 30 226.00 227.90 1.90 8.65 2.00 10.12 6.54 196.23
19 30 226.30 227.90 1.60 7.60 2.00 7.68 8.90 266.96
20 30 226.30 227.90 1.60 7.60 2.00 7.68 7.68 230.40
21 30 226.40 227.90 1.50 7.25 2.00 6.94 7.31 219.26
22 30 226.40 227.90 1.50 7.25 2.00 6.94 6.94 208.13
23 30 226.50 227.90 1.40 6.90 2.00 6.23 6.58 197.51
Earth work calculation for Earthen Bund of Khadin
Side slope, downstream side =
Side slope, upstream side =
Village: …………………
Khadin 1 3
Chainage
No.
Chain
LengthNSL TBL Height
Bottom
Width
Top
Width
Cross
Section
Avg. Cross
SectionQty.
24 30 226.40 227.90 1.50 7.25 2.00 6.94 6.58 197.51
25 30 226.80 227.90 1.10 5.85 2.00 4.32 5.63 168.83
26 30 226.80 227.90 1.10 5.85 2.00 4.32 4.32 129.52
27 30 226.90 227.90 1.00 5.50 2.00 3.75 4.03 121.01
28 30 226.90 227.90 1.00 5.50 2.00 3.75 3.75 112.50
29 30 227.00 227.90 0.90 5.15 2.00 3.22 3.48 104.51
30 30 227.10 227.90 0.80 4.80 2.00 2.72 2.97 89.06
31 30 227.10 227.90 0.80 4.80 2.00 2.72 2.72 81.60
32 30 227.20 227.90 0.70 4.45 2.00 2.26 2.49 74.66
33 30 227.25 227.90 0.65 4.28 2.00 2.04 2.15 64.45
34 30 227.30 227.90 0.60 4.10 2.00 1.83 1.93 58.04
35 30 227.35 227.90 0.55 3.93 2.00 1.63 1.73 51.89
36 30 227.30 227.90 0.60 4.10 2.00 1.83 1.73 51.89
37 30 227.30 227.90 0.60 4.10 2.00 1.83 1.83 54.90
38 30 227.40 227.90 0.50 3.75 2.00 1.44 1.63 49.01
39 30 227.50 227.90 0.40 3.40 2.00 1.08 1.26 37.76
40 0 0.00 0.00 2.00 2.00 0.00 0.54 0.00
Total 1170 27.55 208.625 4315.07
JEn
IWMP ……..
AEn
& PIA IWMP …………..
Khadin 1 4
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 1170 2340.00 0.40 936.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 1170 5.35 6258.75 1.30 8136.38
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 4315.07 84.00 362465.78
4 Sowing of grass seeds on ridges in 5
lines
114
Mtr 5 1130 5650.00 1.00 5650.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 1 10.00 80.00 800.00
6 Spreading of quarry rubbish which
have 40% of stone spals or kankar or
Murrum on bund surface including
supply, watering & ramming etc.
complete
85
Sqm 1 1170 1.27 0.1 149.00 279.00 41570.83
7 Dry stone pitching with 15-23 cm
long hammer dressed singel stone
including supply & all lead & lift, on
upstream side of bund
124
Cum 0.75 585 1.58 0.2 138.61 910.00 126133.52
Sub Total A 545692.50
Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
Head Wall 1 40 1.3 1 52.00Head Wall Extention 1 2.5 0.75 1 1.88
Side Wall 2 3.3 0.9 1 5.94Side wall extention/ Wing walls 2 1.5 0.9 1 2.70
Apron 1 40 3.3 0.45 59.40Toe wall/ Cut off wall 1 40 0.75 1 30.00
Cum 151.92 81.00 12305.12PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
Less : Deduct for hand broken
aggregates used in place of crusher
broken
11(c)a
Head Wall 1 40 1.3 0.3 15.60Head Wall Extention 1 2.5 0.75 0.3 0.56
Side Wall 2 3.3 0.9 0.3 1.78Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81
Apron 1 40 3.3 0.3 39.60Toe wall/ Cut off wall 1 40 0.75 0.3 9.00
Cum 67.35 1723.00 116051.80
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKARA
Detailed & Abstract of Estimate for Khadin
S.
No.Item
Item
Ref.
Waste Weir
Village: ……………………Khasra No.: ……………….
UnitDetails of Measurement
1
2
Earthen Bund
As per Earth
work Calculation chart
Khadin 1 5
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
Stone Kharanja in CM (1:8) in soling
stones upto plinth including filling of
jhiri, curing etc
24(b)
Apron 1 40 3.3 0.15 19.80
Cum 19.80 1301.00 25759.80
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Head Wall 1 40 1 0.7 28.00
Head Wall Extention 1 2.5 0.45 0.7 0.79
Side Wall 2 3.3 0.9 0.7 4.16
Side wall extention/ Wing walls 2 1.5 0.9 0.7 1.89
Toe wall/ Cut off wall 1 40 0.75 0.7 21.00
Cum 55.84 1625.00 90732.69
Stone Masonry For Super structure in
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
+ 25
Head Wall 1 40 0.8 0.5 16.00
Head Wall Extention 1 2.5 0.45 1.50 1.69
Side Wall 2 3.3 0.6 1.2 4.75
Side wall extention/ Wing walls 2 1.5 0.6 0.9 1.62
Toe wall/ Cut off wall 1 40 0.45 0.3 5.40
Cum 29.46 1759.00 51819.26
Plaster in CM (1:4 ), 25 mm thick 67(a)
Head Wall 1 40 0.5 20.00
Head Wall Extention 2 2.5 1.50 7.50
Side Wall 4 3.3 1.2 15.84
Side wall extention/ Wing walls 4 1.5 0.9 5.40
Toe wall/ Cut off wall 2 40 0.3 24.00
1 40 0.45 18.00
Sqm 90.74 163.00 14790.62
Pointing in CM (1:3) flush or ruled 70(a)
Head Wall 1 40 0.64 25.61
Sqm 25.61 61.00 1562.36
Copping in CM (1:2:4) 50 mm thick 58(a)
Head Wall 1 40 0.6 24.00
Head Wall Extention 1 2.5 0.45 1.13
Side Wall 2 3.3 0.6 3.96
Side wall extention/ Wing walls 2 1.5 0.6 1.80
Sqm 30.89 224.00 6918.24
Sub Total B 319939.89
Total 865632.39
Add: Contingencies @ 3% 25968.97
Grand Total 891601
Say Rs. 8.91 lac
JEn
IWMP ………
AEn
& PIA IWMP ………
8
5
6
7
4
3
Khadin 1 6
Village: …………………………………..
Hydro Geological Data
1. Area of Catchment, A 480.00 ha
2. Total Length of Run 3600.00 mtr
3. Total Fall/Relief of the Catchment 45.00 mtr
4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm
5. Contour interval of Submergence area in m 0.40 mtr
6. Area of first contour in ha 0.70 ha
second Contour 1.25 ha
third contour 2.00 ha
fourth contour 2.90 ha
fifth contour 3.85 ha
sixth contour 0.00 ha
seventh contour 0.00 ha
7. Height at FTL 2 mtr
8. Yield of the Catchment, by Strange's Table
Factor Area Factor Area Factor Area
170 103.57 240 77.675 144 52.685 96 41099.76
Total expected Yield of Catchment = 4.11
9. Storage Capacity of the Khadin at FTL, by Symphson's formula
V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]
V= Storage Volume of Khadin in ha-m
A= Area of the contours, ha
n= Total no. of contours
h= Contour interval, m
Volume V= 3.87 ha-m
By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 2 Mtr
10. Top width of the bund= H/5+1.50
.= 1.90
or say 2.00 Mtr
11. Total Length of Bund corresponding to above height 930.00 Mtr
Design Khadin
Yield of the Catchment per hectare Area in Cum
Good Catchment Avg. Catchment Bad Catchment
Total
Monsoonal
Rainfall in
mm
Toatal
Yield
Cum
Khasra No.: ……………………………..
Khadin 2 1
12. Time of Concentration 59.17 minute
13. Intensity of Rainfall Corresponding to Time of Concentration 95.00 mm/hour
14. Average Runoff Coefficent 0.25
15. Peak Rate of Runoff 31.67 m3/sec.
Hydraulic Design
1. Available Crest Length 40.00 mtr
2. Available impounding depth 2.00 mtr
3. Heigth of flood above Crest to accommodate peak discharge 0.60 mtr
Structural Design
A. Fetch Length according to impounding at HFL 300.00 mtr
B. Free Board provided 0.36
C. Gross heigth of Structure at waste weir 1.46 Say 1.5
1. Length of Headwall 40.00
2. Top width of Headwall 0.60
3. Bottom width of Headwall 1.00 Say 1
4. Height of Headwall 0.50
5. Length of Headwall Extention 2.46 Say 2.5
6. Top width of Headwall Extention 0.45
7. Bottom width of Headwall Extention 0.45
8. Height of Headwall Extention 1.46 Say 1.5
9. Length of Sidewall 2.05 Say 2.1
10. Top width of Sidewall 0.60
11. Bottom width of Sidewall 0.60
12. Height of Sidewall at head wall Ext. junction 1.46 Say 1.5
13. Length of Sidewall Extention 1.35 Say 1.5
14. Top width of Sidewall Extention 0.60
15. Bottom width of Sidewall Extention 0.60
16. Height of Sidewall Extention 0.90 Say 1
17. Length of Toewall 40.00
18. Width of Toewall 0.45
19. Hieght of Toewall 0.30
20. Width of Apron 2.05 Say 2.1
JEn
IWMP ……..
AEn
& PIA IWMP ……….
Khadin 2 2
Village: …………………………………
1.5
2
Chainage
No.
Chain
LengthNSL TBL Height
Bottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
1 30 224.20 224.50 0.30 3.05 2.00 0.76
2 30 224.10 224.50 0.40 3.40 2.00 1.08 0.92 27.56
3 30 224.10 224.50 0.40 3.40 2.00 1.08 1.08 32.40
4 30 224.00 224.50 0.50 3.75 2.00 1.44 1.26 37.76
5 30 223.80 224.50 0.70 4.45 2.00 2.26 1.85 55.42
6 30 223.70 224.50 0.80 4.80 2.00 2.72 2.49 74.66
7 30 223.50 224.50 1.00 5.50 2.00 3.75 3.24 97.05
8 30 223.30 224.50 1.20 6.20 2.00 4.92 4.33 130.05
9 30 223.30 224.50 1.20 6.20 2.00 4.92 4.92 147.60
10 30 223.20 224.50 1.30 6.55 2.00 5.56 5.24 157.16
11 30 223.10 224.50 1.40 6.90 2.00 6.23 5.89 176.81
12 30 223.10 224.50 1.40 6.90 2.00 6.23 6.23 186.90
13 30 222.80 224.50 1.70 7.95 2.00 8.46 7.34 220.31
14 30 222.40 224.50 2.10 9.35 2.00 11.92 10.19 305.62
15 30 222.50 224.50 2.00 9.00 2.00 11.00 11.46 343.76
16 30 222.50 224.50 2.00 9.00 2.00 11.00 11.00 330.00
17 30 222.70 224.50 1.80 8.30 2.00 9.27 10.14 304.05
18 30 222.90 224.50 1.60 7.60 2.00 7.68 8.48 254.25
19 30 223.00 224.50 1.50 7.25 2.00 6.94 7.31 219.26
20 30 223.15 224.50 1.35 6.72 2.00 5.89 6.41 192.40
21 30 223.35 224.50 1.15 6.03 2.00 4.61 5.25 157.56
22 30 223.40 224.50 1.10 5.85 2.00 4.32 4.47 133.98
23 30 223.00 224.50 1.50 7.25 2.00 6.94 5.63 168.83
24 30 223.10 224.50 1.40 6.90 2.00 6.23 6.58 197.51
25 30 223.10 224.50 1.40 6.90 2.00 6.23 6.23 186.90
26 30 223.15 224.50 1.35 6.72 2.00 5.89 6.06 181.79
27 30 223.40 224.50 1.10 5.85 2.00 4.32 5.10 153.10
28 30 223.50 224.50 1.00 5.50 2.00 3.75 4.03 121.01
29 30 223.70 224.50 0.80 4.80 2.00 2.72 3.24 97.05
30 30 223.95 224.50 0.55 3.93 2.00 1.63 2.17 65.24
31 30 224.10 224.50 0.40 3.40 2.00 1.08 1.35 40.64
Total 930 25.80 189.4 4796.66
JEn
IWMP ……..
AEn
& PIA IWMP …….
Earth work calculation for Earthen Bund of Khadin
Side slope, downstream side =
Side slope, upstream side =
Khasra No.: ……………………………
Khadin 2 3
Village: ………………………………..
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 930 1860.00 0.40 744.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 930 6 5580.00 1.30 7254.00
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in
hard soil
119(b)
Cum 4796.66 84.00 402919.65
4 Sowing of grass seeds on ridges in 5
lines
114
Mtr 5 890 4450.00 1.00 4450.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 1 10.00 80.00 800.00
6 Spreading of quarry rubbish which
have 40% of stone spals or kankar or
Murrum on bund surface including
supply, watering & ramming etc.
complete
85
Sqm 1 930 3.50 0.08 260.40 279.00 72651.60
7 Dry stone pitching with 15-23 cm
long hammer dressed singel stone
including supply & all lead & lift, on
upstream side of bund
124
Cum 0.75 232.5 1 0.2 34.88 910.00 31736.25
Sub Total A 520555.50
Earth work for excavation in
foundation trenches in dry or moist
soil & back filling of soil in jhiri &
disposal of excavated of soil in
required profile including 1.5 mtr of
lift & 50 mtr of lead, in hard soil
2(b)
Head Wall 1 40 1.3 1 52.00Head Wall Extention 1 2.5 0.75 1 1.88
Side Wall 2 2.1 0.9 1 3.78Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35
Apron 1 40 2.1 0.45 37.80Toe wall/ Cut off wall 1 40 0.75 0.5 15.00
Cum 111.81 81.00 9056.21
PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
Less : Deduct for hand broken
aggregates used in place of crusher
broken
11(c)a
Head Wall 1 40 1.3 0.3 15.60Head Wall Extention 1 2.5 0.75 0.3 0.56
Side Wall 2 2.1 0.9 0.3 1.13Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81
Apron 1 40 2.1 0.3 25.20Toe wall/ Cut off wall 1 40 0.75 0.3 9.00
Cum 52.31 1723.00 90124.10
As per Earth work
Calculation chart
Waste Weir
Khasra No.: …………………………..
1
2
Earthen Bund
UnitDetails of Measurement
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKARA
Detailed & Abstract of Estimate for Khadin
S.
No.Item
Item
Ref.
Khadin 2 4
No. L B H Qty. Rate AmountUnit
Details of MeasurementS.
No.Item
Item
Ref.
Stone Kharanja in CM (1:8) in soling
stones upto plinth including filling of
jhiri, curing etc
24(b)
Apron 1 40 2.1 0.15 12.60Cum 12.60 1301.00 16392.60
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Head Wall 1 40 1 0.7 28.00Head Wall Extention 1 2.5 0.45 0.7 0.79
Side Wall 2 2.1 0.9 0.7 2.65Side wall extention/ Wing walls 2 1.5 0.9 0.2 0.54
Toe wall/ Cut off wall 1 40 0.75 0.2 6.00Cum 37.97 1625.00 61706.94
Stone Masonry For Super structure in
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
+ 25
Head Wall 1 40 0.8 0.5 16.00
Head Wall Extention 1 2.5 0.45 1.50 1.69
Side Wall 2 2.1 0.6 1.25 3.15
Side wall extention/ Wing walls 2 1.5 0.6 1 1.80
Toe wall/ Cut off wall 1 40 0.45 0.3 5.40
Cum 28.04 1759.00 49317.96
Plaster in CM (1:4 ), 25 mm thick 67(a)
Head Wall 1 40 0.5 20.00
Head Wall Extention 2 2.5 1.50 7.50
Side Wall 4 2.1 1.25 10.50
Side wall extention/ Wing walls 4 1.5 1 6.00
Toe wall/ Cut off wall 2 40 0.3 24.00
1 40 0.45 18.00
Sqm 86.00 163.00 14018.00
Pointing in CM (1:3) flush or ruled 70(a)
Head Wall 1 40 0.64 25.61
Sqm 25.61 61.00 1562.36
Copping in CM (1:2:4) 50 mm thick 58(a)
Head Wall 1 40 0.6 24.00
Head Wall Extention 1 2.5 0.45 1.13
Side Wall 2 2.1 0.6 2.52
Side wall extention/ Wing walls 2 1.5 0.6 1.80
Sqm 29.45 224.00 6595.68
Sub Total B 248773.85
Total 769329.35
Add: Contingencies @ 3% 23079.88
Grand Total 792409
7
3
JEn
IWMP ………
AEn
& PIA IWMP ………..
8
5
6
4
Say Rs. 7.90 lac
Khadin 2 5
Village: ……………………………………..
Hydro Geological Data
1. Area of Catchment, A 670.00 ha
2. Total Length of Run 2150.00 mtr
3. Total Fall/Relief of the Catchment 6.50 mtr
4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm
5. Contour interval of Submergence area in m 0.30 mtr
6. Area of first contour in ha 0.80 ha
second Contour 2.55 ha
third contour 3.80 ha
fourth contour 4.85 ha
fifth contour 6.75 ha
sixth contour 0.00 ha
seventh contour 0.00 ha
7. Height at FTL 2 mtr
8. Yield of the Catchment, by Strange's Table
Factor Area Factor Area Factor Area
170 103.57 335 77.675 201 52.685 134 57368.42
Total expected Yield of Catchment = 5.74
9. Storage Capacity of the Khadin at FTL, by Symphson's formula
V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]
V= Storage Volume of Khadin in ha-m
A= Area of the contours, ha
n= Total no. of contours
h= Contour interval, m
Volume V= 5.15 ha-m
By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 2 Mtr
10. Top width of the bund= H/5+1.50
.= 1.90
or say 2.00 Mtr
11. Total Length of Bund corresponding to above height 1260.00 Mtr
Khasra No.: ………………………………..
Design Khadin
Yield of the Catchment per hectare Area in Cum
Good Catchment Avg. Catchment Bad Catchment
Total
Monsoonal
Rainfall in
mm
Toatal
Yield
Cum
Khadin 3 1
12. Time of Concentration 68.71 minute
13. Intensity of Rainfall Corresponding to Time of Concentration 85.00 mm/hour
14. Average Runoff Coefficent 0.25
15. Peak Rate of Runoff 39.55 m3/sec.
Hydraulic Design
1. Available Crest Length 50.00 mtr
2. Available impounding depth 2.00 mtr
3. Heigth of flood above Crest to accommodate peak discharge 0.60 mtr
Structural Design
A. Fetch Length according to impounding at HFL 280.00 mtr
B. Free Board provided 0.35
C. Gross heigth of Structure at waste weir 1.25 Say 1.6
1. Length of Headwall 50.00
2. Top width of Headwall 0.60
3. Bottom width of Headwall 0.84 Say 1
4. Height of Headwall 0.30
5. Length of Headwall Extention 2.25 Say 2.3
6. Top width of Headwall Extention 0.45
7. Bottom width of Headwall Extention 0.45
8. Height of Headwall Extention 1.25 Say 1.3
9. Length of Sidewall 1.69 Say 2
10. Top width of Sidewall 0.60
11. Bottom width of Sidewall 0.60
12. Height of Sidewall at head wall Ext. junction 1.25 Say 1.3
13. Length of Sidewall Extention 1.35 Say 1.5
14. Top width of Sidewall Extention 0.60
15. Bottom width of Sidewall Extention 0.60
16. Height of Sidewall Extention 0.90 Say 1.3
17. Length of Toewall 50.00
18. Width of Toewall 0.45
19. Hieght of Toewall 0.30
20. Width of Apron 1.69 Say 1.7
JEn
IWMP ……..
AEn
& PIA IWMP ……..
Khadin 3 2
Village: …………………………………….
1.5
2
Chain
age
No.
Chain
Lengt
h
NSL TBL HeightBottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
1 30 204.00 204.00 0.00 2.00 2.00 0.00 30
2 30 203.50 204.00 0.50 3.75 2.00 1.44 0.72 21.56 60
3 30 203.25 204.00 0.75 4.63 2.00 2.48 1.96 58.83 90
4 30 203.10 204.00 0.90 5.15 2.00 3.22 2.85 85.53 120
5 30 203.00 204.00 1.00 5.50 2.00 3.75 3.48 104.51 150
6 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05 180
7 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16 210
8 30 202.90 204.00 1.10 5.85 2.00 4.32 4.94 148.13 240
9 30 203.00 204.00 1.00 5.50 2.00 3.75 4.03 121.01 270
10 30 203.50 204.00 0.50 3.75 2.00 1.44 2.59 77.81 300
11 30 203.10 204.00 0.90 5.15 2.00 3.22 2.33 69.83 330
12 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06 360
13 30 203.20 204.00 0.80 4.80 2.00 2.72 2.72 81.60 390
14 30 203.00 204.00 1.00 5.50 2.00 3.75 3.24 97.05 420
15 30 202.80 204.00 1.20 6.20 2.00 4.92 4.33 130.05 450
16 30 202.70 204.00 1.30 6.55 2.00 5.56 5.24 157.16 480
17 30 203.00 204.00 1.00 5.50 2.00 3.75 4.65 139.61 510
18 30 203.30 204.00 0.70 4.45 2.00 2.26 3.00 90.11 540
19 30 203.40 204.00 0.60 4.10 2.00 1.83 2.04 61.31 570
20 30 202.90 204.00 1.10 5.85 2.00 4.32 3.07 92.21 600
21 30 202.80 204.00 1.20 6.20 2.00 4.92 4.62 138.56 630
22 30 202.50 204.00 1.50 7.25 2.00 6.94 5.93 177.86 660
23 30 202.60 204.00 1.40 6.90 2.00 6.23 6.58 197.51 690
24 30 202.40 204.00 1.60 7.60 2.00 7.68 6.96 208.65 720
25 30 202.30 204.00 1.70 7.95 2.00 8.46 8.07 242.06 750
26 30 202.00 204.00 2.00 9.00 2.00 11.00 9.73 291.86 780
27 30 202.90 204.00 1.10 5.85 2.00 4.32 7.66 229.76 810
28 30 202.70 204.00 1.30 6.55 2.00 5.56 4.94 148.13 840
29 30 202.60 204.00 1.40 6.90 2.00 6.23 5.89 176.81 870
30 30 203.00 204.00 1.00 5.50 2.00 3.75 4.99 149.70 900
31 30 202.90 204.00 1.10 5.85 2.00 4.32 4.03 121.01 930
32 30 203.10 204.00 0.90 5.15 2.00 3.22 3.77 113.03 960
33 30 203.05 204.00 0.95 5.32 2.00 3.48 3.35 100.45 990
34 30 203.00 204.00 1.00 5.50 2.00 3.75 3.61 108.44 1020
Earth work calculation for Earthen Bund of Khadin
Side slope, downstream side =
Side slope, upstream side =
Khasra No.: …………………………………
Khadin 3 3
Chain
age
No.
Chain
Lengt
h
NSL TBL HeightBottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
35 30 203.10 204.00 0.90 5.15 2.00 3.22 3.48 104.51 1050
36 30 203.20 204.00 0.80 4.80 2.00 2.72 2.97 89.06 1080
37 30 203.35 204.00 0.65 4.28 2.00 2.04 2.38 71.39 1110
38 30 203.20 204.00 0.80 4.80 2.00 2.72 2.38 71.39 1140
39 30 203.10 204.00 0.90 5.15 2.00 3.22 2.97 89.06 1170
40 30 203.50 204.00 0.50 3.75 2.00 1.44 2.33 69.83 1200
41 30 203.40 204.00 0.60 4.10 2.00 1.83 1.63 49.01 1230
42 30 204.00 204.00 0.00 2.00 2.00 0.00 0.91 27.45 1260
Total 1260 31.00 227.33 4888.14
JEn
IWMP
………..
AEn
& PIA IWMP ………….
Khadin 3 4
Village: …………………………….
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 1260 2520.00 0.40 1008.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 1260 8.419444 10608.50 1.30 13791.05
3 Earth work for embankment in dry or wet in
layers of 15 cm, breaking of clods, picking of
grasses, pebbles etc. & dressing in given
profile including 1.5 mtr of lift & 50 mtr of
lead, in hard soil
119(b)
Cum 4888.14 84.00 410604.08
4 Sowing of grass seeds on ridges in 5 lines 114 Mtr 5 1210 6050.00 1.00 6050.00
5 Supply of grass seeds (Dhaman/ Sewan/Stylo
Hamata etc,)
LS
Kg 10 1 10.00 80.00 800.00
6 Spreading of quarry rubbish which have 40%
of stone spals or kankar or Murrum on bund
surface including supply, watering &
ramming etc. complete
85
Sqm 1 1260 2.07 0.08 208.64 279.00 58210.90
7 Dry stone pitching with 15-23 cm long
hammer dressed singel stone including
supply & all lead & lift, on upstream side of
bund
124
Cum 0.75 315 2.567337 0.2 121.31 910.00 110389.09
Sub Total A 600853.12
Earth work for excavation in foundation
trenches in dry or moist soil & back filling of
soil in jhiri & disposal of excavated of soil in
required profile including 1.5 mtr of lift & 50
mtr of lead, in hard soil
2(b)
Head Wall 1 50 1.14 0.75 42.75
Head Wall Extention 1 2.25 0.75 0.75 1.27
Side Wall 2 2 0.9 0.75 2.70
Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35
Apron 1 50 2 0.45 45.00
Toe wall/ Cut off wall 1 50 0.75 0.5 18.75
Cum 111.82 81.00 9057.07
PCC in Foundation Providing and laying
cement concrete incduding curring
compection etc.complete in specified grade
excluding the cost of centering and shuttering
- All work up to plinth level. 1:4:8 (1cement :
4 coarse sand : 8 graded stone aggregate 40
mm nominal size).
Less : Deduct for hand broken aggregates
used in place of crusher broken
11(c)a
Head Wall 1 50 1.14 0.3 17.10
Head Wall Extention 1 2.25 0.75 0.3 0.51
Side Wall 2 2 0.9 0.3 1.08
Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81
Apron 1 50 2 0.3 30.00
Toe wall/ Cut off wall 1 50 0.75 0.3 11.25
Cum 60.75 1723.00 104665.79
Stone Kharanja in CM (1:8) in soling stones
upto plinth including filling of jhiri, curing
etc
24(b)
Apron 1 50 2 0.15 15.00
Item
Ref.Unit
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI-SANKRA
Detailed & Abstract of Estimate for Khadin
S.
No.Item
Khasra No.: ……………………….
Details of Measurement
Earthen Bund
1
2
As per Earth work Calculation
chart
Waste Weir
3
Khadin 3 5
No. L B H Qty. Rate Amount
Item
Ref.Unit
S.
No.Item
Details of Measurement
Cum 15.00 1301.00 19515.00
Stone Masonry For Foundation Random
Rubble stone masonry for foundation and
plinth in cement sand mortar above 30cm
thick wall in: cement mortar 1:6 (1cement :
6sand)
24(a)a
Head Wall 1 50 0.84 0.45 18.90
Head Wall Extention 1 2.25 0.45 0.45 0.46
Side Wall 2 2 0.9 0.45 1.62
Side wall extention/ Wing walls 2 1.5 0.9 0.2 0.54
Toe wall/ Cut off wall 1 50 0.75 0.2 7.50
Cum 29.02 1625.00 47150.39
Stone Masonry For Super structure in
Random Rubble stone masonry for
foundation and plinth in cement sand mortar
above 30cm thick wall in: cement mortar 1:6
(1cement : 6sand)
24(a)a
+ 25
Head Wall 1 50 0.72 0.3 10.80
Head Wall Extention 1 2.25 0.45 1.30 1.32
Side Wall 2 2 0.6 1.3 3.12
Side wall extention/ Wing walls 2 1.5 0.6 1.3 2.34
Toe wall/ Cut off wall 1 50 0.45 0.3 6.75
Cum 24.33 1759.00 42789.87
Plaster in CM (1:4 ), 25 mm thick 67(a)
Head Wall 1 50 0.3 15.00
Head Wall Extention 2 2.25 1.30 5.85
Side Wall 4 2 1.3 10.40
Side wall extention/ Wing walls 4 1.5 1.3 7.80
Toe wall/ Cut off wall 2 50 0.3 30.00
1 50 0.45 22.50
Sqm 91.55 163.00 14922.65
Pointing in CM (1:3) flush or ruled 70(a)
Head Wall 1 50 0.3842 19.21
Sqm 19.21 61.00 1171.77
Copping in CM (1:2:4) 50 mm thick 58(a)
Head Wall 1 50 0.6 30.00
Head Wall Extention 1 2.25 0.45 1.01
Side Wall 2 2 0.6 2.40
Side wall extention/ Wing walls 2 1.5 0.6 1.80
Sqm 35.21 224.00 7887.60
Sub Total B 247160.14
Total 848013.26
Add: Contingencies @ 3% 25440.40
Grand Total 873454
AEn
& PIA IWMP ………….
Say Rs. 8.75 lac
JEn
IWMP ……….
8
5
4
3
6
7
Khadin 3 6
Village: …………………………….
Hydro Geological Data
1. Area of Catchment, A 460.00 ha
2. Total Length of Run 2450.00 mtr
3. Total Fall/Relief of the Catchment 8.00 mtr
4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm
5. Contour interval of Submergence area in m 0.30 mtr
6. Area of first contour in ha 0.74 ha
second Contour 1.85 ha
third contour 2.70 ha
fourth contour 3.80 ha
fifth contour 5.20 ha
sixth contour 0.00 ha
seventh contour 0.00 ha
7. Height at FTL 2 mtr
8. Yield of the Catchment, by Strange's Table
Factor Area Factor Area Factor Area
170 103.57 230 77.675 138 52.685 92 39387.27
Total expected Yield of Catchment = 3.94
9. Storage Capacity of the Khadin at FTL, by Symphson's formula
V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]
V= Storage Volume of Khadin in ha-m
A= Area of the contours, ha
n= Total no. of contours
h= Contour interval, m
Volume V= 3.91 ha-m
By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 2 Mtr
10. Top width of the bund= H/5+1.50
.= 1.90
or say 2.00 Mtr
11. Total Length of Bund corresponding to above height 1230.00 Mtr
12. Time of Concentration 73.76 minute
13. Intensity of Rainfall Corresponding to Time of Concentration 85.00 mm/hour
14. Average Runoff Coefficent 0.25
Khasra No.: …………………………
Design Khadin
Yield of the Catchment per hectare Area in Cum
Good Catchment Avg. Catchment Bad Catchment
Total
Monsoonal
Rainfall in
mm
Toatal
Yield
Cum
Khadin 4 1
15. Peak Rate of Runoff 27.15 m3/sec.
Hydraulic Design
1. Available Crest Length 40.00 mtr
2. Available impounding depth 2.00 mtr
3. Heigth of flood above Crest to accommodate peak discharge 0.54 mtr
Structural Design
A. Fetch Length according to impounding at HFL 280.00 mtr
B. Free Board provided 0.35
C. Gross heigth of Structure at waste weir 1.19 Say 1.2
1. Length of Headwall 40.00
2. Top width of Headwall 0.60
3. Bottom width of Headwall 0.84 Say 1
4. Height of Headwall 0.30
5. Length of Headwall Extention 2.19 Say 2.2
6. Top width of Headwall Extention 0.45
7. Bottom width of Headwall Extention 0.45
8. Height of Headwall Extention 1.19 Say 1.2
9. Length of Sidewall 1.64 Say 1.7
10. Top width of Sidewall 0.60
11. Bottom width of Sidewall 0.60
12. Height of Sidewall at head wall Ext. junction 1.19 Say 1.2
13. Length of Sidewall Extention 1.22 Say 1.5
14. Top width of Sidewall Extention 0.60
15. Bottom width of Sidewall Extention 0.60
16. Height of Sidewall Extention 0.81 Say 1
17. Length of Toewall 40.00
18. Width of Toewall 0.45
19. Hieght of Toewall 0.30
20. Width of Apron 1.64 Say 2.2
JEn
IWMP …….
AEn
& PIA IWMP ………
Khadin 4 2
Village: …………………………………..
1.5
2
Chainage
No.
Chain
LengthNSL TBL Height
Bottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
1 30 212.00 212.00 0.00 2.00 2.00 0.00
2 30 211.50 212.00 0.50 3.75 2.00 1.44 0.72 21.56
3 30 211.35 212.00 0.65 4.28 2.00 2.04 1.74 52.15
4 30 211.30 212.00 0.70 4.45 2.00 2.26 2.15 64.45
5 30 211.25 212.00 0.75 4.63 2.00 2.48 2.37 71.13
6 30 211.20 212.00 0.80 4.80 2.00 2.72 2.60 78.07
7 30 211.30 212.00 0.70 4.45 2.00 2.26 2.49 74.66
8 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72
9 30 211.30 212.00 0.70 4.45 2.00 2.26 2.26 67.72
10 30 211.20 212.00 0.80 4.80 2.00 2.72 2.49 74.66
11 30 211.20 212.00 0.80 4.80 2.00 2.72 2.72 81.60
12 30 211.15 212.00 0.85 4.97 2.00 2.96 2.84 85.27
13 30 211.15 212.00 0.85 4.97 2.00 2.96 2.96 88.93
14 30 211.10 212.00 0.90 5.15 2.00 3.22 3.09 92.73
15 30 210.90 212.00 1.10 5.85 2.00 4.32 3.77 113.03
16 30 210.80 212.00 1.20 6.20 2.00 4.92 4.62 138.56
17 30 210.75 212.00 1.25 6.38 2.00 5.23 5.08 152.32
18 30 210.70 212.00 1.30 6.55 2.00 5.56 5.40 161.88
19 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73
20 30 210.70 212.00 1.30 6.55 2.00 5.56 5.56 166.73
21 30 210.50 212.00 1.50 7.25 2.00 6.94 6.25 187.43
22 30 210.20 212.00 1.80 8.30 2.00 9.27 8.10 243.11
23 30 210.10 212.00 1.90 8.65 2.00 10.12 9.69 290.81
24 30 210.00 212.00 2.00 9.00 2.00 11.00 10.56 316.76
25 30 210.00 212.00 2.00 9.00 2.00 11.00 11.00 330.00
26 30 210.20 212.00 1.80 8.30 2.00 9.27 10.14 304.05
27 30 210.30 212.00 1.70 7.95 2.00 8.46 8.86 265.91
28 30 210.25 212.00 1.75 8.13 2.00 8.86 8.66 259.75
29 30 210.30 212.00 1.70 7.95 2.00 8.46 8.66 259.75
30 30 210.40 212.00 1.60 7.60 2.00 7.68 8.07 242.06
31 30 210.10 212.00 1.90 8.65 2.00 10.12 8.90 266.96
32 30 210.40 212.00 1.60 7.60 2.00 7.68 8.90 266.96
33 30 210.35 212.00 1.65 7.78 2.00 8.06 7.87 236.17
34 30 210.30 212.00 1.70 7.95 2.00 8.46 8.26 247.83
35 30 210.20 212.00 1.80 8.30 2.00 9.27 8.86 265.91
36 30 210.50 212.00 1.50 7.25 2.00 6.94 8.10 243.11
Earth work calculation for Earthen Bund of Khadin
Side slope, downstream side =
Side slope, upstream side =
Khasra No.: ……………………………….
Khadin 4 3
Chainage
No.
Chain
LengthNSL TBL Height
Bottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
37 30 210.80 212.00 1.20 6.20 2.00 4.92 5.93 177.86
38 30 211.10 212.00 0.90 5.15 2.00 3.22 4.07 122.06
39 30 211.30 212.00 0.70 4.45 2.00 2.26 2.74 82.12
40 30 211.50 212.00 0.50 3.75 2.00 1.44 1.85 55.42
41 30 212.00 212.00 0.00 2.00 2.00 0.00 0.72 21.56
Total 1230 40.40 251.225 6505.52
JEn
IWMP ………
AEn
& PIA IWMP ………..
Khadin 4 4
Village: …………………………………….
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 1230 2460.00 0.40 984.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 1230 9.30 11444.69 1.30 14878.10
3 Earth work for embankment in dry or
wet in layers of 15 cm, breaking of
clods, picking of grasses, pebbles etc.
& dressing in given profile including
1.5 mtr of lift & 50 mtr of lead, in hard
soil
119(b)
Cum 6505.52 84.00 546463.58
4 Sowing of grass seeds on ridges in 5 114 Mtr 5 1190 5950.00 1.00 5950.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 1 10.00 80.00 800.00
6 Spreading of quarry rubbish which
have 40% of stone spals or kankar or
Murrum on bund surface including
supply, watering & ramming etc.
complete
85
Sqm 1 1230 2.70 0.08 265.43 279.00 74055.72
7 Dry stone pitching with 15-23 cm long
hammer dressed singel stone including
supply & all lead & lift, on upstream
side of bund
124
Cum 1 307.5 3.35 0.2 205.77 910.00 187248.83
Sub Total A 830380.22
Earth work for excavation in foundation
trenches in dry or moist soil & back
filling of soil in jhiri & disposal of
excavated of soil in required profile
including 1.5 mtr of lift & 50 mtr of
lead, in hard soil
2(b)
Head Wall 1 40 1.14 0.75 34.20Head Wall Extention 1 2.2 0.75 0.75 1.24
Side Wall 2 1.7 0.9 0.75 2.30Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35
Apron 1 40 1.7 0.45 30.60Toe wall/ Cut off wall 1 40 0.75 0.5 15.00
Cum 84.68 81.00 6859.28
1
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKARA
Detailed & Abstract of Estimate for Khadin
S.
No.Item
Item
Ref.
Khasra No.: ………………………………….
As per Earth work
Calculation chart
Waste Weir
UnitDetails of Measurement
Earthen Bund
Khadin 4 5
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
PCC in Foundation Providing and
laying cement concrete incduding
curring compection etc.complete in
specified grade excluding the cost of
centering and shuttering - All work up
to plinth level. 1:4:8 (1cement : 4
coarse sand : 8 graded stone aggregate
40 mm nominal size).
Less : Deduct for hand broken
11(c)a
Head Wall 1 40 1.14 0.3 13.68Head Wall Extention 1 2.2 0.75 0.3 0.50
Side Wall 2 1.7 0.9 0.3 0.92Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81
Apron 1 40 1.7 0.3 20.40Toe wall/ Cut off wall 1 40 0.75 0.3 9.00
Cum 45.30 1723.00 78057.07Stone Kharanja in CM (1:8) in soling
stones upto plinth including filling of
jhiri, curing etc
24(b)
Apron 1 40 1.7 0.15 10.20Cum 10.20 1301.00 13270.20
Stone Masonry For Foundation
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
Head Wall 1 40 0.84 0.45 15.12Head Wall Extention 1 2.2 0.45 0.45 0.45
Side Wall 2 1.7 0.9 0.45 1.38Side wall extention/ Wing walls 2 1.5 0.9 0.2 0.54
Toe wall/ Cut off wall 1 40 0.75 0.2 6.00Cum 23.48 1625.00 38159.06
Stone Masonry For Super structure in
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in:
cement mortar 1:6 (1cement : 6sand)
24(a)a
+ 25
Head Wall 1 40 0.72 0.3 8.64
Head Wall Extention 1 2.2 0.45 1.20 1.19
Side Wall 2 1.7 0.6 1.1 2.24
Side wall extention/ Wing walls 2 1.5 0.6 1 1.80
Toe wall/ Cut off wall 1 40 0.45 0.3 5.40
Cum 19.27 1759.00 33899.45
5
2
3
4
Khadin 4 6
No. L B H Qty. Rate Amount
S.
No.Item
Item
Ref.Unit
Details of Measurement
Plaster in CM (1:4 ), 25 mm thick 67(a)
Head Wall 1 40 0.3 12.00
Head Wall Extention 2 2.2 1.20 5.28
Side Wall 4 1.7 1.1 7.48
Side wall extention/ Wing walls 4 1.5 1 6.00
Toe wall/ Cut off wall 2 40 0.3 24.00
1 40 0.45 18.00
Sqm 72.76 163.00 11859.88
Pointing in CM (1:3) flush or ruled 70(a)
Head Wall 1 40 0.384 15.37
Sqm 15.37 61.00 937.42
Copping in CM (1:2:4) 50 mm thick 58(a)
Head Wall 1 40 0.6 24.00
Head Wall Extention 1 2.2 0.45 0.99
Side Wall 2 1.7 0.6 2.04
Side wall extention/ Wing walls 2 1.5 0.6 1.80
Sqm 28.83 224.00 6457.92
Sub Total B 189500.28
Total 1019880.50
Add: Contingencies @ 3% 30596.42
Grand Total 1050477
6
Say Rs. 10.50 lac
8
JEn
IWMP …….
AEn
& PIA IWMP ……….
7
Khadin 4 7
Village: ………………………………
Hydro Geological Data
1. Area of Catchment, A 530.00 ha
2. Total Length of Run 1750.00 mtr
3. Total Fall/Relief of the Catchment 8.00 mtr
4. 1 Hr. Rainfall for 25 years Frequency 70.00 mm
5. Contour interval of Submergence area in m 0.30 mtr
6. Area of first contour in ha 0.70 ha
second Contour 1.90 ha
third contour 2.85 ha
fourth contour 4.80 ha
fifth contour 5.90 ha
sixth contour 0.00 ha
seventh contour 0.00 ha
7. Height at FTL 2 mtr
8. Yield of the Catchment, by Strange's Table
Factor Area Factor Area Factor Area
170 103.57 265 77.675 159 52.685 106 45380.99
Total expected Yield of Catchment = 4.54
9. Storage Capacity of the Khadin at FTL, by Symphson's formula
V= h/3 [(A1+An)+4(A2+A4+…+An-1)+2(A3+A5+….+An-2)]
V= Storage Volume of Khadin in ha-m
A= Area of the contours, ha
n= Total no. of contours
h= Contour interval, m
Volume V= 4.50 ha-m
By readjusting the height of Crest/ FTL to have app. Capacity, FTL= 2 Mtr
10. Top width of the bund= H/5+1.50
.= 1.90
or say 2.00 Mtr
11. Total Length of Bund corresponding to above height 1080.00 Mtr
12. Time of Concentration 50.01 minute
Design Khadin
Yield of the Catchment per hectare Area in Cum
Good Catchment Avg. Catchment Bad Catchment
Total
Monsoonal
Rainfall in
mm
Toatal
Yield
Cum
Khasra No.: …………………………
Khadin 5 1
13. Intensity of Rainfall Corresponding to Time of Concentration 85.00 mm/hour
14. Average Runoff Coefficent 0.25
15. Peak Rate of Runoff 31.28 m3/sec.
Hydraulic Design
1. Available Crest Length 40.00 mtr
2. Available impounding depth 2.00 mtr
3. Heigth of flood above Crest to accommodate peak discharge 0.59 mtr
Structural Design
A. Fetch Length according to impounding at HFL 280.00 mtr
B. Free Board provided 0.35
C. Gross heigth of Structure at waste weir 1.25 Say 1.5
1. Length of Headwall 40.00
2. Top width of Headwall 0.60
3. Bottom width of Headwall 0.84 Say 1
4. Height of Headwall 0.30
5. Length of Headwall Extention 2.25 Say 2.3
6. Top width of Headwall Extention 0.45
7. Bottom width of Headwall Extention 0.45
8. Height of Headwall Extention 1.25 Say 1.5
9. Length of Sidewall 1.68 Say 1.7
10. Top width of Sidewall 0.60
11. Bottom width of Sidewall 0.60
12. Height of Sidewall at head wall Ext. junction 1.25 Say 1.5
13. Length of Sidewall Extention 1.34 Say 1.5
14. Top width of Sidewall Extention 0.60
15. Bottom width of Sidewall Extention 0.60
16. Height of Sidewall Extention 0.89 Say 1
17. Length of Toewall 40.00
18. Width of Toewall 0.45
19. Hieght of Toewall 0.30
20. Width of Apron 1.68 Say 1.7
JEn
IWMP ………
AEn
& PIA IWMP ……..
Khadin 5 2
Village: …………………………….
1.5
2
Chain
age
No.
Chain
Lengt
h
NSL TBL HeightBottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
1 30 210.50 210.50 0.00 2.00 2.00 0.00 0.00 0.00
2 30 209.90 210.50 0.60 4.10 2.00 1.83 0.91 27.45
3 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31
4 30 209.80 210.50 0.70 4.45 2.00 2.26 2.26 67.72
5 30 209.70 210.50 0.80 4.80 2.00 2.72 2.49 74.66
6 30 209.60 210.50 0.90 5.15 2.00 3.22 2.97 89.06
7 30 209.50 210.50 1.00 5.50 2.00 3.75 3.48 104.51
8 30 209.90 210.50 0.60 4.10 2.00 1.83 2.79 83.70
9 30 209.80 210.50 0.70 4.45 2.00 2.26 2.04 61.31
10 30 209.75 210.50 0.75 4.63 2.00 2.48 2.37 71.13
11 30 209.50 210.50 1.00 5.50 2.00 3.75 3.12 93.52
12 30 209.50 210.50 1.00 5.50 2.00 3.75 3.75 112.50
13 30 209.20 210.50 1.30 6.55 2.00 5.56 4.65 139.61
14 30 209.10 210.50 1.40 6.90 2.00 6.23 5.89 176.81
15 30 209.00 210.50 1.50 7.25 2.00 6.94 6.58 197.51
16 30 208.90 210.50 1.60 7.60 2.00 7.68 7.31 219.26
17 30 208.80 210.50 1.70 7.95 2.00 8.46 8.07 242.06
18 30 208.70 210.50 1.80 8.30 2.00 9.27 8.86 265.91
19 30 208.50 210.50 2.00 9.00 2.00 11.00 10.14 304.05
20 30 208.60 210.50 1.90 8.65 2.00 10.12 10.56 316.76
21 30 208.50 210.50 2.00 9.00 2.00 11.00 10.56 316.76
22 30 208.80 210.50 1.70 7.95 2.00 8.46 9.73 291.86
Earth work calculation for Earthen Bund of Khadin
Side slope, downstream side =
Side slope, upstream side =
Khasra No.: ………………………..
Khadin 5 3
Chain
age
No.
Chain
Lengt
h
NSL TBL HeightBottom
Width
Top
Width
Cross
Section
Avg.
Cross
Section
Qty.
23 30 208.75 210.50 1.75 8.13 2.00 8.86 8.66 259.75
24 30 208.80 210.50 1.70 7.95 2.00 8.46 8.66 259.75
25 30 209.00 210.50 1.50 7.25 2.00 6.94 7.70 230.92
26 30 209.20 210.50 1.30 6.55 2.00 5.56 6.25 187.43
27 30 209.25 210.50 1.25 6.38 2.00 5.23 5.40 161.88
28 30 209.30 210.50 1.20 6.20 2.00 4.92 5.08 152.32
29 30 209.40 210.50 1.10 5.85 2.00 4.32 4.62 138.56
30 30 209.50 210.50 1.00 5.50 2.00 3.75 4.03 121.01
31 30 209.60 210.50 0.90 5.15 2.00 3.22 3.48 104.51
32 30 209.65 210.50 0.85 4.97 2.00 2.96 3.09 92.73
33 30 209.90 210.50 0.60 4.10 2.00 1.83 2.40 71.92
34 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90
35 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90
36 30 209.90 210.50 0.60 4.10 2.00 1.83 1.83 54.90
Total 1080 35.90 214.1 5262.97
JEn
IWMP
…………….
AEn
& PIA IWMP …………….
Khadin 5 4
Village: …………………………………………
No. L B H Qty. Rate Amount
1 Dag belling, 5-10 cm deep LS Mtr 2 1080 2160.00 0.40 864.00
2 Jungle clearance, ordinary jungle 82 Sqm 1 1080 9.73 10510.36 1.30 13663.47
3 Earth work for embankment in dry or wet
in layers of 15 cm, breaking of clods,
picking of grasses, pebbles etc. & dressing
in given profile including 1.5 mtr of lift &
50 mtr of lead, in hard soil
119(b)
Cum 5262.97 84.00 442089.90
4 Sowing of grass seeds on ridges in 5 lines 114 Mtr 5 1040 5200.00 1.00 5200.00
5 Supply of grass seeds (Dhaman/
Sewan/Stylo Hamata etc,)
LS
Kg 10 1 10.00 80.00 800.00
6 Spreading of quarry rubbish which have
40% of stone spals or kankar or Murrum
on bund surface including supply,
watering & ramming etc. complete
85
Sqm 1 1080 2.94 0.08 254.17 279.00 70913.90
7 Dry stone pitching with 15-23 cm long
hammer dressed singel stone including
supply & all lead & lift, on upstream side
of bund
124
Cum 1 270 3.65 0.2 197.04 910.00 179304.80
Sub Total A 712836.08
Earth work for excavation in foundation
trenches in dry or moist soil & back filling
of soil in jhiri & disposal of excavated of
soil in required profile including 1.5 mtr
of lift & 50 mtr of lead, in hard soil
2(b)
Head Wall 1 40 1.14 0.75 34.20Head Wall Extention 1 2.3 0.75 0.75 1.29
Side Wall 2 1.7 0.9 0.75 2.30Side wall extention/ Wing walls 2 1.5 0.9 0.5 1.35
Apron 1 40 1.7 0.45 30.60Toe wall/ Cut off wall 1 40 0.75 0.5 15.00
Cum 84.74 81.00 6863.84PCC in Foundation Providing and laying
cement concrete incduding curring
compection etc.complete in specified
grade excluding the cost of centering and
shuttering - All work up to plinth level.
1:4:8 (1cement : 4 coarse sand : 8 graded
stone aggregate 40 mm nominal size).
Less : Deduct for hand broken aggregates
used in place of crusher broken
11(c)a
Head Wall 1 40 1.14 0.3 13.68Head Wall Extention 1 2.3 0.75 0.3 0.52
Side Wall 2 1.7 0.9 0.3 0.92Side wall extention/ Wing walls 2 1.5 0.9 0.3 0.81
Apron 1 40 1.7 0.3 20.40Toe wall/ Cut off wall 1 40 0.75 0.3 9.00
Cum 45.33 1723.00 78095.84
Details of Measurement
Earthen Bund
Item
Ref.Unit
1
2
As per Earth work
Calculation chart
Waste Weir
Khasra No.: ………………………………….
OFFICE OF THE ASSISTANT ENGINEER, IWMP, PANCHAYAT SAMITI SANKARA
Detailed & Abstract of Estimate for Khadin
S.
No.Item
Khadin 5 5
No. L B H Qty. Rate Amount
Details of MeasurementItem
Ref.Unit
S.
No.Item
Stone Kharanja in CM (1:8) in soling
stones upto plinth including filling of jhiri,
curing etc
24(b)
Apron 1 40 1.7 0.15 10.20
Cum 10.20 1301.00 13270.20
Stone Masonry For Foundation Random
Rubble stone masonry for foundation and
plinth in cement sand mortar above 30cm
thick wall in: cement mortar 1:6 (1cement
: 6sand)
24(a)a
Head Wall 1 40 0.84 0.45 15.12
Head Wall Extention 1 2.3 0.45 0.45 0.47
Side Wall 2 1.7 0.9 0.45 1.38
Side wall extention/ Wing walls 2 1.5 0.9 0.2 0.54
Toe wall/ Cut off wall 1 40 0.75 0.2 6.00
Cum 23.50 1625.00 38191.97
Stone Masonry For Super structure in
Random Rubble stone masonry for
foundation and plinth in cement sand
mortar above 30cm thick wall in: cement
mortar 1:6 (1cement : 6sand)
24(a)a
+ 25
Head Wall 1 40 0.72 0.3 8.64
Head Wall Extention 1 2.3 0.45 1.50 1.55
Side Wall 2 1.7 0.6 1.25 2.55
Side wall extention/ Wing walls 2 1.5 0.6 1 1.80
Toe wall/ Cut off wall 1 40 0.45 0.3 5.40
Cum 19.94 1759.00 35078.86
Plaster in CM (1:4 ), 25 mm thick 67(a)
Head Wall 1 40 0.3 12.00
Head Wall Extention 2 2.3 1.50 6.90
Side Wall 4 1.7 1.25 8.50
Side wall extention/ Wing walls 4 1.5 1 6.00
Toe wall/ Cut off wall 2 40 0.3 24.00
1 40 0.45 18.00
Sqm 75.40 163.00 12290.20
Pointing in CM (1:3) flush or ruled 70(a)
Head Wall 1 40 0.38 15.37
Sqm 15.37 61.00 937.42
Copping in CM (1:2:4) 50 mm thick 58(a)
Head Wall 1 40 0.6 24.00
Head Wall Extention 1 2.3 0.45 1.04
Side Wall 2 1.7 0.6 2.04
Side wall extention/ Wing walls 2 1.5 0.6 1.80
Sqm 28.88 224.00 6468.00
Sub Total B 191196.32
Total 904032.40
Add: Contingencies @ 3% 27120.97
Grand Total 931153
JEn
IWMP…………..
AEn
& PIA IWMP …………….
4
3
6
7
Say Rs. 9.40 lac
8
5
Khadin 5 6