IWMP XX1/2011-12 Chaksu, Jaipur 1 Chapter – 1 GENERAL INFORMATIONS Silent Features of the Project Name of Project : IWMP 21/2011-12 Sanction No. & date of Project : F 18 (I-88) Part-II/ DWDSC/IWMP-VI/79- 104 Dated : 23.04.2012 Macro/Micro No. : 2/2,3,7,8,9,10,11 Effective Area of Project : 6244 Hectare Cost per Hectare : Rs. 12,000.00 Cost of Project : Rs. 749.28 Lakhs Block : Chaksu District : Jaipur Deviation from Project Sanctioned: Items As per Project Sanctioned As proposed in DPR Project Area 6244 Hectare 6244 Hectare Macro/Micro No 2/2,3,7,8,9,10,11 2/2,3,7,8,9,10,11 Name of Gram Panchayats Sawaimadhosinghpura,Thali Kadera,Toomli Ka Baas, Tutoli Sawaimadhosinghpura,Thali Kadera,Toomli Ka Baas,Tutoli Name of Villages Thali Thali Mumarkya Mumarkya Sadarampura Sadarampura Murarpura Murarpura Chak Murarpura Kadera Rasoolpura Rasoolpura Swaimadhosinghpura Swaimadhosinghpura Thuni Thuni Lasadiya Lasadiya Ganeshpura Ganeshpura Roopwas Roopwas Dhoonsari Dhoonsari Sewapura Sewapura Jaipura Jaipura Thumli Ka Bas Thumli Ka Bas Hingoniya Hingoniya Devgaon Devgaon Manpura Manpura Dalpatpura Dalpatpura Chonp Chonp Sri Sahipura Sri Sahipura Ankeshpura Ankeshpura Kiratpura Bhojyara Ladana Khurd Project Cost (Rs in Lakhs) 749.28 Lakhs *One village Chakmurarpura excluded and four new villages Kadera,Kiratpura, Bhojyara and Ladana Khurd Included during themetic layer preparation.
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IWMP XX1/2011-12 Chaksu, Jaipur 1
Chapter – 1 GENERAL INFORMATIONS
Silent Features of the Project
Name of Project : IWMP 21/2011-12 Sanction No. & date of Project : F 18 (I-88) Part-II/ DWDSC/IWMP-VI/79-
104 Dated : 23.04.2012 Macro/Micro No. : 2/2,3,7,8,9,10,11 Effective Area of Project : 6244 Hectare Cost per Hectare : Rs. 12,000.00 Cost of Project : Rs. 749.28 Lakhs Block : Chaksu District : Jaipur
Deviation from Project Sanctioned:
Items As per Project Sanctioned As proposed in DPR Project Area 6244 Hectare 6244 Hectare Macro/Micro No 2/2,3,7,8,9,10,11 2/2,3,7,8,9,10,11 Name of Gram Panchayats
Sawaimadhosinghpura,Thali Kadera,Toomli Ka Baas, Tutoli
Sawaimadhosinghpura,Thali Kadera,Toomli Ka Baas,Tutoli
Name of Villages Thali Thali Mumarkya Mumarkya Sadarampura Sadarampura Murarpura Murarpura Chak Murarpura Kadera Rasoolpura Rasoolpura
Swaimadhosinghpura Swaimadhosinghpura Thuni Thuni Lasadiya Lasadiya Ganeshpura Ganeshpura Roopwas Roopwas Dhoonsari Dhoonsari Sewapura Sewapura Jaipura Jaipura Thumli Ka Bas Thumli Ka Bas Hingoniya Hingoniya Devgaon Devgaon Manpura Manpura Dalpatpura Dalpatpura Chonp Chonp Sri Sahipura Sri Sahipura Ankeshpura Ankeshpura Kiratpura Bhojyara Ladana Khurd
Project Cost (Rs in Lakhs) 749.28 Lakhs *One village Chakmurarpura excluded and four new villages Kadera,Kiratpura, Bhojyara and Ladana Khurd Included during themetic layer preparation.
IWMP XX1/2011-12 Chaksu, Jaipur 2
INTRODUCTION
Location Integrated Watershed Management Project 21/2011-12, Chaksu is located in Chaksu Block, of Jaipur district. The project area is between the 26°57� East latitudes & longitudes 75º 89� north. It is at a distance of 20 km from its Block and 40 Km from district head quarters. There are 25 No. of habitations (Revenue Villages) in the Project area and other details are given below.
General features of watershed
S.No.
Name of Project (as per GOI) IWMP 21/2011-12 Chaksu
A Name of Catchment Swaimadhosinghpura, Thali Kadera,Toomli Ka Baas, Tutoli
B Name of Watershed Area (Local Name)
Sawaimadhosinghpura,Thali Kadera,Toomli Ka Baas, Tutoli
C Project Area 6244 Ha. D Net Treatable Area 6244 Ha. E Cost of Project Rs.749.28 Lakhs F Cost/Hectare Rs. 12,000/ Hectare G Year of Sanction 2012-13 H Watershed Code IWMP 21/2011-12 Chaksu I Numbers of Gram Panchayats in
Project Area 05
J No. of Villages in Project Area 25 K Type of Project Integrated Watershed Management L Elevation (Metres) 312.5 M Major Streams - N Slope Range (%) 0-10
2/10,11 Toomli Ka Baas Toomli Ka Baas 01646400 475.00
2/9,10,11 Toomli Ka Baas Dalpatpura 01645700 215.00
2/10,11 Toomli Ka Baas Devgoan 01645600 228.00
2/9,10 Toomli Ka Baas Chonp 01646700 147.00
2/10,11 Toomli Ka Baas Hingoniya - Khurd 01646200 418.00 2/11 Toomli Ka Baas Shri Shaipura 01646300 92.00 2/10,11 Toomli Ka Baas Manpura 01646100 45.00 2/10 Toomli Ka Baas (Barli) Ladana-Khurd 01646600 203.00 Total : 1823.00 2/2,3 Tutoli Ankeshpura 01643700 53.00 2/2,3 Tutoli Bhojyada 01642400 263.00 Total : 316.00 Grand Total : 6244.00
IWMP XX1/2011-12 Chaksu, Jaipur 4
The watershed falls in Agro-climatic Zone III A, Semi-Arid Eastern plain. The soil texture is sandy to loamy Soil. The average rainfall is 556 mm. The temperatures in the area are in the range between 32 to 46 centigrade during summer and 4 to 28 centigrade during winter. The major crops in the area are Bajra, Guar, Green Gram, Moth, Sesame etc. Almost 73.60 % land is under cultivation 5.57 % land fallow, 2.70 % 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 structure likes and the area which is under field/contour bunding executed in different programs implemented under Watershed Development & Soil Conservation programs in preceding years.
Out of total 2691 households 363 are BPL (13.49% households) 80 are landless households (2.97 % households) and 2282 household are small and marginal farmers (84.80 %household). Average land holding in the area is 1 ha. 77.89 % area is single cropped area and rare percentage (12.78) of land is under double cropped. The main source of irrigation is tube wells. There is no significant source of irrigation in the project area, few areas is double cropped due deep tube well irrigation. The average annual rainfall (5 years) in the area is 556 mm. There are no any Major streams in the Watershed. The major festivals in the villages are Holi, Deepawali, Krishna-Janmastmi, Navratra, Gangor, Raksha-Bandhan & Eid. At present these villages is having population with communities like Yadav, Jat, Brahmin, Regar, Kumawat and Berwa etc.
S. No. Season PET I Summer 50-60 mm II Winter 15-20 mm III Rainy 40-50 mm
IWMP XX1/2011-12 Chaksu, Jaipur 6
6. Runoff
I Peak Rate II Total run off volume of rainy season II Time of return of maximum flood 5 years 10 years 15 years
IV Periodicity of Drought in village area NIL NIL NIL
Other Development Schemes in the project area
S.No
Scheme Name of the department
Key interventions under the Scheme
Targeted Beneficiaries
Provisionsunder the Scheme
1 MG NREGA
Rural Development & Panchayat Raj Department
Providing Employment
12980
Employment Generation
2 TFC 3 SFC 4 SGS IAY 5. MADA
IWMP XX1/2011-12 Chaksu, Jaipur 7
Details of infrastructure in the project areas
Parameters Status (i) No. of villages connected to the main road by an
all-weather road 18
(ii) No. of villages provided with electricity 25 (iii) No. of households without access to drinking
water 0
(iv) No. of educational institutions : (P) (S) (HS) (VI) Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)
16 06 02 -
(v) No. of villages with access to Primary Health Centre
07
(vi) No. of villages with access to Veterinary Dispensary
01
(vii) No. of villages with access to Post Office 02 (viii) No. of villages with access to Banks 01 (ix) No. of villages with access to Markets/ mandis 01 (x) No. of villages with access to Agro-industries -- (xi) Total quantity of surplus milk 5840 (xii) No. of milk collection centres (U) (S)
M 23 B.E. (Civil) - Yes Watershed Management & Soil Conservation
2 Jitendra Kumar Dabria
M 30 L.S.A; 2 Years Diploma
-- Yes Animal Husbandry
3 Pritam Kumar Tiwari
M 30 B.Sc. ( Ag.) -- Yes Agriculture
4 Miss Rekha Jangid
F 21 MA (Sociology)
-- Yes Community Mobilization & Institutional Building
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
9
Det
ails
of W
ater
shed
Com
mitt
ees (
WC
)
S. NN
ame
of W
Cs
Dat
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G
ram
Sabh
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r W
C
Des
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Nam
e M
/F
SC/S
T/
OB
C/G
ener
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Lan
dles
s/M
F/SF
/ BF
Nam
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U
G/S
HG
Edu
catio
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qual
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1 Ja
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rahn
U
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mitt
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ader
a
30/0
7/20
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Pres
iden
t La
cchm
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Pr
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Kis
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BC
B
F U
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Seco
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embe
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Ram
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SC
Land
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U
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Mid
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Mem
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Syoj
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Pr
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B
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Man
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Lali
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IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
10
M
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and
M
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C
BF
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Pr
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Pur
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Land
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U
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IWMP XX1/2011-12 Chaksu, Jaipur 11
Problems and Scope of Improvement in the Project Area
Natural Resource Management:
While socially surveying the area, it was realized that various water harvesting structures mostly talai’s have been constructed in the area for storing the water. But due to non availability of outlet’s/waste weir’s the water was released by cutting the banks. The main problem of the area is availability of stored water. For further development, it has been planned that all the structures will be provided with waste weirs, so that the water can be stored up-to the design level without any fear. During the rainy season it was found that the rain water from the higher areas flows down and spread in the lower area and damaging the fields. As per need and suggestions given by the beneficiaries/public representative, the diversion channels have been proposed to convey water to near by tanks. This will certainly solve the problems of the area and sufficient water will also be stored for live-stock and will help in recharging the nearby wells. The agriculture land of the area is affected by sheet erosion and forming the rills/gullies. The problem can be solved by bunding the fields. Therefore, to protect the land, the main thrust is given on contour bunding with proper outlets.
Agriculture and Horticulture Productivity: In the watershed area the production of Agriculture and Horticulture Plants are not to that extent due to lack of improved variety and techniques. The village wise Agriculture production of different crops grown in Kharif/Rabi seasons of the proposed watershed area is shown in Table below shows that from the village wise productivity of each crop, the average productivity of Gram Panchayat has been calculated. Simultaneously the proposed productivity level of different crops is also shown. The production will be increased by introduction of new varieties and fertilizer level of different crops. Looking to the data it is observed that the productivity of Chaksu Block for almost all the crops is higher than the IWMP-21 Chaksu block of Jaipur district. The average productivity in each Gram Panchayat is less than block’s Productivity The Average Productivity (Kg/ha) for Kharif & Rabi Crops
Base Line Survey Format for IWMP MIS website Project Name: IWMP 21/2011-12, Chaksu Total Geographical Area of Project (Lakh Hectares) : 0.06244 Ha. Treatable Area
Wasteland (Lakh Hectares) 0.0017 Rainfed Agricultural Land (Lakh Hectares)
0.039
Total Cropped Area (Lakh Hectares)
0.051 Net Sown Area (Lakh Hectares)
0.046
Total no. of Water Storage Structure
31 Total no. of Water Extracting Units
31
Total storage capacity of water storage structures (cubic meters)
77500
No. of Household
SC 644 ST 79
Others 1968
Total Population of the project Area
12451 No. of Household of Landless people
80
Total no. of BPL Household 363
No. of person-days of Seasonal Migration
180 No. of Marginal Farmer’s Household
517
Depth of Ground Water (meters) below Ground level
Pre- monsoon 9.5 Post-monsoon 15
No. of person-days of Seasonal Migration
180
IWMP XX1/2011-12 Chaksu, Jaipur 13
Chapter – 2
BASIC DATA ANALYSIS & SCOPE
Socio economic Features, Problems and Scope
Table 2.1 Population & Household Details:
Total Population Male Female Total SC ST
6479 5972 12451 2798 432
Household Details
BPLhousehold
L. Less Small Farmer
M. Farmer Total household
SC household
SThousehold
363 80 773 1455 2691 644 79
0
500
1000
1500
BPL�House�Hold
Land�Less
Small�Farmers
Marginal�Farmers
S.C.�House�Hold�
S.T.�House�Hold
Household�Details
IWMP XX1/2011-12 Chaksu, Jaipur 14
Table 2.2 Development indicators
S. No. Development Indicators State Project Area
1 Per-Capita Income (Rs.) 39967 32000 2 Poverty Ratio 0.22 0.18 3 Literacy (%) 0.60 0.53 4 Sex Ratio 926 899 5 Infant Mortality Rate 63 71.7 6 Maternal Mortality Ratio 0.38 -
The above table indicates poor socio economic conditions as well as health standards.
Table 2.3 Land Use
Land Use Total area in Ha.
Private Panchayat Government Community Total Agriculture Land 5068.39 0 0 0 5068.39Temporary fallow
198.38 0 0 0 198.38
Permanent Fallow
274.14 0 0 0 274.14
Cultivated Rainfed
3947.91 0 0 0 3947.91
Cultivated irrigated
647.96 0 0 647.96
Net Sown Area 4595.87 0 0 0 4595.87Net Area sown more than once
The project area has 168.90 ha of cultivable wasteland 472.52 ha of fallow land (total 641.42 ha) can be brought under cultivation if some irrigation source can be provided through Construction of WHS, Earthen Structure, Anicuts, Farm Ponds etc. and also through demonstration of rainfed varieties of crops. Construction of WHS can also increase in area under irrigation which is only 25.44 % of Agriculture land. 168.90 ha. (2.70 % 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 Afforestation of wastelands and Pasture development will be taken up on these lands.
IWMP XX1/2011-12 Chaksu, Jaipur 15
198.38 274.14
3947.91
647.96
168.9 719.52
287.19
Land�Use
Tem
Perm
Cult
Cult
Was
Past
Othe
Pasture development the land use table shows that there is 719.52 hectare pasture land (11.52%). This emphasizes the need for taking up pastureland development works through sowing of promising species of grasses and plantation
Table 2.4 .a Agriculture and Horticulture Status and Fuel Availability
The table 2.4 a. shows that only 655 ha is (14.25%) double cropped area. Also the crop rotation shows that fallow lands are there. This indicates that there is scope for change in crop rotation in fields where there are fallow lands through Soil and Water conservation measures, crop demonstration and diversification in agriculture. Soil and Water conservation measures besides putting fallow lands under cultivation can change the area under single cropping to double and multiple cropping.
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.
IWMP XX1/2011-12 Chaksu, Jaipur 18
The reasons for this variation are � The farmers are using varieties desi of Bajra, whereas the recommended varieties like
Amrican Wonder, BJ104 and PHB-560 provide higher yield. In case of pulses, rabi crops the varieties being adopted by farmers are also the desi or non –recommended, while the adoption of recommended verities will certain increases the productivities of crops.
� Lack of Availability of good quality seeds of desired crop and variety in adequate
quantities and time to the farmers. � Availability of water for cultivation is also very poor (Only 14.25% land is irrigated.)
The productivity gap and reasons of it indicate potential to increase the productivity through crop demonstration. Crop demonstrations would be carried out on improved crops/ varieties, improved agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration of improved methods and economics of fodder crops cultivation and also distribution foundation seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended varieties
Total 3054 647.96 4420.43 5068.39 1102.76 670.98 82.40 3212.25
IWMP XX1/2011-12 Chaksu, Jaipur 19
19.51 % land holdings belong to small and marginal farmers who own 24.05 % of total cultivated area. Horticulture/vegetables could be more economical to Small and Marginal farmers with irrigation source. For Large farmers with no irrigation facility Horticulture/vegetables will be promoted in a part of land with farm pond/Tanka construction. The following activities will be more beneficial for small land holdings and for diversification and income for large farmers.
383
7731455
80363
Farmers Category-wise House Hold
Large�farmer
Small�farmer
Marginal�farmer
Landless�person
1102.76670.98
82.4
3212.5
Agriculture Land holding (ha) Social Group wise
General
SC
ST
OBC
Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation as wind velocity is high in the project area. Setting of Vermi Compost Units - Keeping in view the side effect of residues of chemicals and fertilizers on human health the emphasis would be on cultivation of organic produce through motivating farmers and providing assistance for production of organic input, vermi compost. Production and distribution of quality seed – There is need to ensure that good quality seed is available for cultivators for which adequate seed production would be initiated in watershed areas with the assistance of private sector and agriculture department technologies Sprinklers and pipelines for efficient water management practices emphasis on demonstration of sprinklers with adequate financial support and convergence/private partnership. Establishment of Green House - For growing off season vegetables seedlings and other horticultural crops under controlled atmospheric conditions of green house.
Establishment of nurseries: Most of the planting material is procured from other parts of the State/ country. The procurement of planting material from distant places causes damage to the planting material and often results in untimely supply. Hence nursery development activity can be promoted in the area. Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like mushroom cultivation, floriculture, etc which are in negligible existence at present, can be implemented by individual farmers / private companies.
IWMP XX1/2011-12 Chaksu, Jaipur 20
Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green houses and in nurseries for rational use of irrigation higher yields and quality produce. Table 2.7 Livestock Status - Animals/milk production/average yield
S. No
Descriptionof animals
Population in No.
Yield(milk/mutton/Wool)
Equ. cow units
Dry matter requirement
per year (7 Kg per animal.)
Total requirement in M.T.
1 Cows 1.1 Indigenous 680 3.5 ltr. Per day 680 1737400 1737.40 1.2 Crossbreed 160 6 ltr. Per day 160 408800 408.80 2 Buffaloes 2090 6 ltr. Per day 2090 5339950 5339.95 3 Ox 03 - 03 7665 7.665 4 Goat 470 1 ltr. Per day 235 600425 600.425 5 Sheep 1192 596 1522780 1522.78 6 Camel 07 - 07 17885 17.885 7 Poultry - - - 0 8 Piggery - - - 09 Calf/
Heifers 2500 - 2500 6387500 6387.5
Total 7095 - 6271 16022.405
In spite of the large number of livestock, production is less hence increase in productivity across all species, is a major challenge. To enhance production of unproductive cattle and improve the productivity following activities will be taken up:-
Demonstration of improved methods of conservation and utilization of Forage crops are proposed.
IWMP XX1/2011-12 Chaksu, Jaipur 21
Table 2.8 Existing area under fodder (ha)
S.No
Item Unit Area/Quantity
1 Existing Cultivable area under Fodder
Ha 5068/12670
2 Production of Green fodder Tonns/year 25/250 3 Production of Dry fodder Tonns/ Year 3948/9870 4 Area under Pastures Ha 720/16205 Production of fodder Tonns/year 3948/ 9870 6 Existing area under Fuel wood Ha 287 7 Supplementary feed Kgs/ day 0 8 Silage Pits No 0 9 Availability of fodder quintals 14540 10 Deficiency of fodder
quintals 1482.40
The table above shows there is fodder deficiency (Requirement is 16022.40 MT and availability is 14540 MT.) 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
Farm mechanization and seed banks: As discussed earlier 19.51 % land holdings belong to small and marginal farmers who own only 24.05% 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
S. No Implements Nos.
1 Tractor 335
2 Sprayers-manual/ power 210
3 Cultivators/Harrows 340
4 Seed drill 335
5 Any Other 140
IWMP XX1/2011-12 Chaksu, Jaipur 22
Table 2.10 NREGA Status - No. of Card Holder, activities taken so far, employment status.
Sr.no.
Name of Gram Panchayat
Total No .of job cards
Employment Status (Person days)
Activitytaken up so far
1 Kadera 1223 15191 Gravel Road, Earthen
Works etc. 2 Thali 2383 1049 3 Swaimadhosinghpura 1049 13778 4 Tutoli 1232 15568 5 Tumali Ka Bas 635 10416
The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods.
IWMP XX1/2011-12 Chaksu, Jaipur 24
The existing livelihoods Village are given below Table 2.12 (a) Major activities (On Farm) Name of activity No of House holds Average annual income
from the Cultivators 1350 27.00 Dairying 29 30.00 Poultry - - Piggery - - Landless Agri. Laborers 363 60.00
Table 2.12(b)Major activities (Off Farm)
Name of activity Households/individuals Average annual income from the
The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals Table 2.13 ( a ) Status of Existing SHG
S.No Name of SHG
Members Activity involved
Monthly income
Fund Available
Assistance available
Source of assistance
Training received
1 Jai Bhawani 10 Stitching 1000 - Bank Loan Revolving Fund
Skill Training
2 Baba Ramdave 10 Papad
Making 1000 - Bank Loan Revolving Fund
Skill Training
3 Hanumant 10 Stitching 1000 - Bank Loan Revolving Fund -
4 Shyam Baba 10 Stitching 1000 - Bank Loan Revolving Fund -
� The tables above indicate need for judicious use of available Water. � Encouraging optimum use of water through installation of sprinklers on every operational
wells.
Table 2.17 Slope details.
Slope of Watershed S.No. Slope Percentage Area in Hectares
1 0 to 1% 4075.65 2 1 to 3% 1913.15 3 3 to 5% 214.12 4 5-10 % 38.93 4 > 10% 2.15
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.
4075.65
1913.15
214.12 38.93 2.150
1000
2000
3000
4000
5000
0�to�1% 1�to�3% 3�to�5% 5�10�% >�10%
Slope Detail
Area�in�Hectares
IWMP XX1/2011-12 Chaksu, Jaipur 27
Table 2.18 Water Budgeting
Good Catchment: Normally a funnel shaped catchment in hilly terrain with less vegetation.
Average Catchment: Catchment in the plains where there is no dense growth of
vegetation. Bad Catchment: Catchment with dense growth of vegetation & highly
permeable top soil & sub soil. Total available runoff(cum) use Stranges table
Rain fall 556 mm
Type of Catchment
Area in ha. Yield of runoff from catchment per ha.(cum.) use Stranges
table
Total Runoff in cum
Good 4075.65 954.482 3890134.563 Average 2127.27 715.834 1522772.193 Bad 41.08 477.187 19602.8420
Runoff trapped in existing & proposed structures =77500+ 21300 = 290500 cum. % Runoff trapped = total runoff trapped x100/Total available runoff= 5.35 %.
IWMP XX1/2011-12 Chaksu, Jaipur 28
Height of all the structures proposed is between 1metre to 1.30 metre. There is no structure whose water impounding height is more than 2 metre.
Table 2.19 Soil details Soil Profile S.No. Major Soil Classes Area in hectares
1 Sandy Loam 5400 2 Loam 844
Soil Depth : B Depth (Cms.) Area in hectares
1 0.00 to 7.50 2 7.50 to 45.00 3 > 45.00 6244
C Soil fertility Status Kg/ha Recommended N 50-70 Kg/Ha 120 Kg/Ha P 20-30 Kg/Ha 80 Kg/Ha K 10-15 Kg/Ha 40 Kg/Ha Micronutrients PPM 50-100 100-500
The analysis of table shows need to improve and maintain soil fertility. Soil health card to every farmer every crop season will be provided, which will include the recommendation for Application micro nutrient and fertilizers.
Table 2.20 Erosion details Erosion status in project Area
Cause Type of erosion
Area affected (ha)
Run off(mm/ year)
Average soil loss (Tonnes/ ha/ year)
Water erosion a Sheet 4909 503 mm
155
b Rill 1250 c Gully 85
Sub-Total 6244 155 Wind erosion 0 -
Total for project 6244 155 The need is: � To check land degradation � To reduce excessive biotic pressure by containing the number and increase of livestock � To check cultivation on sloping lands without adequate precautions of soil and water conservation
measures � To discourage cultivation along susceptible nallah beds � To check Faulty agriculture techniques � To check Uncontrolled grazing and developed cattle tracks � To check Deforestation of steep slopes � To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge
Ground Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.
IWMP XX1/2011-12 Chaksu, Jaipur 29
Chapter – 3 Proposed Development Plan:
The Activities are indicative addition /deletion in activities will be as per local conditions
A) Preparatory phase activities Capacity Building Trainings and EPA The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and wall writings etc. were carried out in all the habitations of IWMP 21/2011-12 Kadera,Thali,Tutoli,Sawaimadhosinghpura,Toomli ka baas Watershed. A series of meetings were conducted with GP members, community and discussed about the implementation of IWMP programme. User groups were also formed. Grama Sabhas were conducted for approval of EPA (Village), for selecting the watershed committee and approval of DPR.
S.No Name of the Gram
Panchayat
Date on which Grama Sabha
approved EPA
1 Kadera 30/07/2012
2 Thali 09/07/2012
3 Tutoli 13/07/2012
4 Sawaimadhosinghpura 10/07/2012
5 Toomli ka baas 31/07/2012
IWMP XX1/2011-12 Chaksu, Jaipur 30
1 2 3 4 5 6 7 8 9 S.No.
Names of Village/ Gram
Panchayat
Amount earmarked
for EPA
Entry Point Activities planned Estimated cost
Expenditure
incurred
Balance
Expected
outcome
Actual outcom
e
1 Kadera 6.77 Samsan Vikas Jaipura Village 5.00 5.00 - - - Drinking Water Supply,
Sevapura 1.77 1.77 -
2 Swai Madhosinghpura
6.15 Construction of Boundary Wall of Samsan Ganeshpura Village
3.21 3.21 - - -
Construction of Boundary Wall of Samsan Thuni Village
2.91 2.91 -
3 Thali 6.78 Construction of Boundary Wall Samsan Momarkya
3.93 3.93 - - -
Construction of Boundary Wall Samsan Sadarampura
2.85 2.85 -
4 Toomli Ka Bas
8.75 Construction of Boundary Wall Samsan, Manpura Village
5.02 5.02 - - -
Deepening of Open well, repairing & Cattle Water Through Hingoniya Village
2.50 2.50 -
Construction of Cattle Water Throgh at Tumli Ka Bas (02) Village
0.60 0.60 -
Cattle Water Through, Manpura (02)
0.60 0.60 -
5 Tutoli 1.51 Construction of Community Chabutra at Ankeshpura
0.31 0.31 - - -
Construction of Cattle Water Through (02), Ankeshpura Village
0.60 0.60 -
Construction of Cattle Water Through (02), Bhogyara Village
0.60 0.60 -
Total : 29.96 29.90 29.90 - -
IWMP XX1/2011-12 Chaksu, Jaipur 31
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
Transact walk were carried out involving the community for Social mapping, Resource mapping. Detailed discussions and deliberations with all the primary stakeholders were carried out. Socio- economic survey was carried out during 2nd November to 30th January, 2012 covering all the households and primary data on demography, Land holdings, Employment status, Community activities etc. was collected as mentioned in chapter- 2.
IWMP XX1/2011-12 Chaksu, Jaipur 32
CAPACITY BUILDING:
Table: List of approved Training Institutes for Capacity Building in the project area:
PDCOR 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 PDCOR are:
� Delineation of Macro/Micro watershed boundaries.
� Digitised Khasara maps of the villages falling in project area.
� Network of Drainage lines, existing water bodies, falling in the project area.
� Base maps (transport network, village/boundaries, and settlements).
� Land Use / Land cover map.
� Contours at 1 meter interval, slope map.
Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as discussed in chapter 2) final Treatment plan on revenue map for implementation has been framed. Thus each intervention identified has been marked on revenue map (map enclosed in DPR). The GIS based intervention map, PRA based intervention map are annexed as Annexure – I. B)Livelihood Action Plan (LAP):
An awareness programme has been undertaken at Gram Sabha for communication & sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the funds under the livelihood component. LAP has been prepared by the PIA in consultation with WDT, WC & the members of SHG, SC/ST, women, landless/ asset less households. Details of funds available & their utilisation are as under:
(i) Total project cost Rs.749.28 Lacs.
(ii) Funds available under livelihood component is 9% of total project cost= Rs.67.44 Lacs.
(a) Seed money for SHGs as revolving fund = Rs.40.46 Lacs.
(Minimum 60% of livelihood component)
No. Of SHG to be formed 80 Nos.
No. of persons (members) in SHG’s 750 Nos.
(b) Seed money for enterprising individuals = Rs.6.74 Lacs
(Maximum 10% of livelihood component) No of persons identified as enterprising individuals102 Nos.
IWMP XX1/2011-12 Chaksu, Jaipur 37
S.No Item Numbers Revolving fund/Seed
money
% of LAP
1 SHG a Existing 80 20.23 30 b New 80 20.23 30 Sub Total 160 40.46 60 2 Enterprising
individuals 6.74 10
3 Enterprising SHG/Federations of SHG
20.24 30
Total 67.44
Proposed Activities (On Farm)*
Name of activity* No of SHGs Revolving fund
Fisheries - As per Project Proposal
Dairying 26
Poultry 10
Piggery 10
Goatry 20
Bee keeping -
Sericulture -
Nursery 02
Maize dehusker -
Dal mill -
Oil mill 04
Others (Organic Vegetable
Cultivation, Shad-
Net,Animal Shed etc. )
24
Total 96
IWMP XX1/2011-12 Chaksu, Jaipur 38
Proposed Major activities (Off Farm)**
Name of activity* No of SHGs Revolving fund
Artisans - As per Project Proposal
Carpenter 08
Blacksmith -
Leather Craft 04
Potter 06
Mason 04
Eco tourism 02
Agro processing 02
Blacksmith -
Candle making 04
Dona Pattal 10
Sewing / Knitting 10
Tea Stall 02
General Store 04
Mobile repair 02
Mechanic / Misc. shop 02
Others (As per Demand) 04
Total 64
IWMP XX1/2011-12 Chaksu, Jaipur 39
List of Persons & Proposed Activities: (10% of (9%) S.
No
Name of Gram
Panchayat Name of Village
Name of
Entrepreneurs
Name of
Father
Caste
Category Proposed Activities
1 Tumali Ka Bas Hingoniya Raju Panchuram SC Cycle Repairing
Shop
2 Tumali Ka Bas Hingoniya Kamala Devi Babu Lal SC General Store
(c) Funds for Enterprising SHG/Federations of SHG (Maximum 30 % of livelihood activities)= Rs.20.24 Lacs
IWMP XX1/2011-12 Chaksu, Jaipur 41
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 is given below:
S.No. Name of SHG/ SHG federation
Project Name
Project Cost in lacs
Grant in aid 50% of project cost or 2 lacs whichever is less
* Details of project activities can be prepared in coming years after formation of SHG federation or as the case may be.
IWMP XX1/2011-12 Chaksu, Jaipur 42
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 is as under:
(iii)Total project cost Rs.749.28 Lacs. (iv)Funds available under Production System & Micro enterprises component is 10% of
total project cost= Rs.74.93 Lacs. Proposed Activities for production system & Micro enterprises
Name of activity* No. of house holds
Cost of activity WDF
A Production System :
1 Fisheries - - -
2 Dairying - - -
3 Poultry - - -
4 Piggery - - -
5 Goatry - - -
6 Bee keeping - - -
7 Sericulture - - -
8 Bio fuel , Medicinal plantation - - -
B Others :
1 Crop Demonstration
a Integrated Nutrient Management 142 3.55 -
b Integrated Pest Management 0 0 -
c Distribution of seed / Mini kit of HYV 173 1.77 -
2 Introduction of Innovative Agril Activities 30 0.75 -
3 Distribution of Seed cum ferti. drill 0 0 -
4 Distribution of other Agricultural & plant protection equipment
Grand Total 74928073.00 74928073.00 0.00 2292635.85
*Tentative and will vary during execution according to beneficiary
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
56
Chap
ter –
5
Ann
ual A
ctio
n Pl
an th
roug
h Pr
ojec
t Fun
d:
(A)
Prep
arat
ory
Phas
e A
ctiv
ities
Cap
acity
Bui
ldin
g T
rain
ings
& E
PA
Act
ivity
U
nit
Uni
t Cos
t Q
uant
ity
Tot
al C
ost
1st Y
ear
2nd
Yea
r 3r
d Y
ear
4th
Yea
r 5t
h Y
ear
Tot
al
Phy
Fin.
Ph
y.
Fin.
Ph
y Fi
n.
Phy.
Fi
n.
Phy
Fin.
Ph
y Fi
n.
Adm
n.
10%
0
0.00
74
9280
0.00
0
1123
920.
00
0 18
7320
0.00
0
1873
200.
00
0 18
7320
0.00
0
7492
80.0
0 0
7492
800.
00
Mon
itorin
g 1%
0
0.00
74
9280
.00
0 11
2392
.00
0 18
7320
.00
0 18
7320
.00
0 18
7320
.00
0 74
928.
00
0 74
9280
.00
Eval
uatio
n 1%
0
0.00
74
9280
.00
0 11
2392
.00
0 18
7320
.00
0 18
7320
.00
0 18
7320
.00
0 74
928.
00
0 74
9280
.00
EPA
4%
0
0.00
29
9712
0.00
0
2397
696.
00
0 59
9424
.00
0 0.
00
0 0.
00
0 0.
00
0 29
9712
0.00
I & C
B
5%
0 0.
00
3746
400.
00
0 37
4640
.00
0 11
2392
0.00
0
1123
920.
00
0 11
2392
0.00
0
0.00
0
3746
400.
00
DPR
1%
0
0.00
74
9280
.00
0 74
9280
.00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 74
9280
.00
Tot
al (A
) 0.
00
1648
4160
.00
048
7032
0.00
0
3971
184.
00
033
7176
0.00
0
3371
760.
00
089
9136
.00
016
4841
60.0 0
(B)
Con
serv
atio
n M
easu
res f
or A
rabl
e L
and
(Pri
vate
Lan
d)
Earth
en B
und
Type
"A
"
(Slo
pe 0
-1 %
) M
eter
82
26
591
2180
462
0 0.
00
5318
43
6076
93
07
7631
74
9307
76
3174
26
59
2180
38
2659
1 21
8046
2.00
Earth
en B
und
Type
"B
"
(Slo
pe 1
-3 %
) M
eter
11
6 32
72
3795
52
0 0.
00
654
7586
4 11
45
1328
20
1145
13
2820
32
8 38
048
3272
37
9552
.00
Earth
en B
und
Type
"C
"
(Slo
pe 3
-5 %
) M
eter
18
7 23
18
4334
66
0 0.
00
464
8676
8 81
1 15
1657
81
1 15
1657
23
2 43
384
2318
43
3466
.00
Earth
en B
und
Type
"D
"
(Slo
pe 5
-10
%)
Met
er
256
983
2516
48
0 0.
00
197
5043
2 34
4 88
064
344
8806
4 98
25
088
983
2516
48.0
0
Bun
d W
aste
Wei
r N
um.
7000
60
8 42
5600
0 0
0.00
12
2 85
4000
21
3 14
9100
0 21
3 14
9100
0 60
42
0000
60
8 42
5600
0.00
Was
te W
eir "
A"
Num
. 14
700
124
1822
800
0 0.
00
25
3675
00
43
6321
00
43
6321
00
13
1911
00
124
1822
800.
00
Was
te W
eir "
B"
Num
. 28
000
107
2996
000
0 0.
00
22
6160
00
38
1064
000
38
1064
000
9 25
2000
10
7 29
9600
0.00
Gul
ly C
ontro
l Stru
ctur
e
"A"
Num
. 10
000
68
6800
00
0 0.
00
13
1300
00
24
2400
00
24
2400
00
7 70
000
68
6800
00.0
0
Gul
ly C
ontro
l Stru
ctur
e N
um.
1330
0 83
11
0390
0 0
0.00
17
22
6100
29
38
5700
29
38
5700
8
1064
00
83
1103
900.
00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
57
"B"
Gul
ly C
ontro
l Stru
ctur
e
"C"
Num
. 29
000
51
1479
000
0 0.
00
10
2900
00
18
5220
00
18
5220
00
5 14
5000
51
14
7900
0.00
Con
serv
atio
n M
easu
res f
or N
on-A
rabl
e L
and
Past
ure
Dev
elop
men
t H
act.
5900
0 40
23
6000
0 0
0.00
8
4720
00
14
8260
00
14
8260
00
4 23
6000
40
23
6000
0.00
WH
S Ty
pe "
A"
Num
. 70
000
57
3990
000
0 0.
00
11
7700
00
20
1400
000
20
1400
000
6 42
0000
57
39
9000
0.00
WH
S Ty
pe "
B"
Num
. 15
0000
53
79
5000
0 0
0.00
10
15
0000
0 19
28
5000
0 19
28
5000
0 5
7500
00
53
7950
000.
00
Loos
e St
one
Che
ck D
am
Num
. 34
00
60
2040
00
0 0.
00
12
4080
0 21
71
400
21
7140
0 6
2040
0 60
20
4000
.00
Dra
inag
e L
ine
Tre
atm
ent
Ret
aini
ng /
Safe
ty W
all
"A"
Num
. 10
1700
7
7119
00
0 0.
00
2 20
3400
2
2034
00
3 30
5100
0
0 7
7119
00.0
0
Ret
aini
ng /
Safe
ty W
all "
B"
Num
. 13
3000
5
6650
00
0 0.
00
1 13
3000
2
2660
00
2 26
6000
0
0 5
6650
00.0
0
Ret
aini
ng /
Safe
ty W
all "
C"
Num
. 23
0000
3
6900
00
0 0.
00
1 23
0000
1
2300
00
1 23
0000
0
0 3
6900
00.0
0
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "A
" N
um.
2400
00
5 12
0000
0 0
0.00
1
2400
00
2 48
0000
2
4800
00
0 0
5 12
0000
0.00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "B
" N
um.
3320
00
3 99
6000
0
0.00
1
3320
00
1 33
2000
1
3320
00
0 0
3 99
6000
.00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "C
" N
um.
4370
00
10
4370
000
0 0.
00
1 43
7000
4
1748
000
4 17
4800
0 1
4370
00
10
4370
000.
00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "D
" N
um.
5400
00
6 32
4000
0 0
0.00
1
5400
00
2 10
8000
0 2
1080
000
1 54
0000
6
3240
000.
00
Tot
al (B
)
4195
9728
.00
00.
00
8030
940.
00
1495
7315
.0 0
1505
9015
.0 039
1245
8.00
41
9597
28.0 0
(C)
Prod
uctio
n M
easu
res f
or A
rabl
e L
and
Hor
ticul
ture
Pla
ntat
ion
Hac
t. 24
000
29
6960
00.0
0 0
0.00
6
1440
00
10
2400
00
10
2400
00
3 72
000
29
6960
00.0
0
Sprin
kler
and
Drip
Irrig
atio
n H
act.
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Agr
ofor
estry
N
um.
2400
0 38
91
2000
.00
0 0.
00
8 19
2000
13
31
2000
13
31
2000
4
9600
0 38
91
2000
.00
Veg
etab
les M
inik
it N
um.
1025
17
3 17
7325
.00
0 0.
00
35
3587
5 61
62
525
61
6252
5 16
16
400
173
1773
25.0
0
Med
icin
al P
lant
s H
act.
0 0
0.00
0
0.00
0
0 0
0 0
0 0
0 0
0.00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
58
Ver
mi-C
ompo
stin
g / N
SDL
Com
post
ing
Num
. 24
000
149
3576
000.
00
0 0.
00
30
7200
00
52
1248
000
52
1248
000
15
3600
00
149
3576
000.
00
Cro
p D
emon
stra
tion
Num
. 25
00
172
4300
00.0
0 0
0.00
34
85
000
60
1500
00
60
1500
00
18
4500
0 17
2 43
0000
.00
Liv
e-St
ock
Dev
elop
men
t
Bre
ed Im
prov
emen
t N
um.
0 0
0.00
0
0.00
0
0 0
0 0
0 0
0 0
0.00
Dis
tribu
tion
of C
haff
Cut
ter
Num
. 60
00
39
2340
00.0
0 0
0.00
8
4800
0 14
84
000
14
8400
0 3
1800
0 39
23
4000
.00
Dis
tribu
tion
of M
ange
r N
um.
500
775
3875
00.0
0 0
0.00
15
5 77
500
271
1355
00
271
1355
00
78
3900
0 77
5 38
7500
.00
Ani
mal
Hea
lth C
amp
Num
. 30
000
36
1080
000.
00
0 0.
00
7 21
0000
13
39
0000
13
39
0000
3
9000
0 36
10
8000
0.00
Tot
al :
74
9282
5.00
0
028
3 15
1237
5 49
4 26
2202
5 49
4 26
2202
5 14
0 73
6400
14
11
7492
825
Liv
elih
ood
Act
iviti
es (9
%)
Rev
olvi
ng F
und
to S
HG
(60
% m
inim
um )
40
4611
2.00
0
0.00
0
8092
22.4
0 0
1416
139.
20
0 14
1613
9.20
0
4046
11.2
0 0
4046
112.
00
Rev
olvi
ng F
und
to
ente
rpris
ing
indi
vidu
al (1
0
% m
axim
um )
67
4352
.00
0 0.
00
0 13
4870
.40
0 23
6023
.20
0 23
6023
.20
0 67
435.
20
0 67
4352
.00
Gra
nt in
aid
to e
nter
pris
ing
SHG
or F
eder
atio
n of
SHG
s ind
ivid
ual (
30 %
max
imum
)
20
2305
6.00
0
0.00
0
4046
11.2
0 0
7080
69.6
0 0
7080
69.6
0 0
2023
05.6
0 0
2023
056.
00
Tot
al (C
)
67
4352
0.00
0
00
1348
704
023
6023
2 0
2360
232
067
4352
0
6743
520
(D) C
onso
lidat
ion
22
4784
0.00
0
0.00
0
4495
68.0
0 0
7867
44.0
0 0
7867
44.0
0 0
2247
84.0
0 0
2247
840.
00
Tot
al (D
)
2247
840.
00
00
044
9568
0
7867
44
078
6744
0
2247
84
022
4784
0
Gra
nd T
otal
74
9280
73.0
0 0.
00
4870
320.
00
1531
2771
.00
2409
8076
.0 0
2419
9776
.0 064
4713
0.00
74
9280
73.0 0
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
59
Ann
ual A
ctio
n Pl
an (T
hrou
gh C
onve
rgen
ce)
Ann
ual A
ctio
n Pl
an T
hrou
gh C
onve
rgen
ce
(A)
Prep
arat
ory
Phas
e A
ctiv
ities
Cap
acity
Bui
ldin
g T
rain
ings
& E
PA
Act
ivity
U
nit
Uni
t C
ost
Qua
ntity
T
otal
Cos
t 1s
t Yea
r 2n
d Y
ear
3rd
Yea
r 4t
h Y
ear
5th
Yea
r T
otal
Phy.
Fi
n.
Phy.
Fi
n.
Phy.
Fi
n.
Phy.
Fi
n.
Phy.
Fi
n.
Phy.
Fi
n.
Adm
n.
10%
0
0.00
0.
00
0 0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
Mon
itorin
g 1%
0
0.00
0.
00
0 0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
Eval
uatio
n 1%
0
0.00
0.
00
0 0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
EPA
4%
0
0.00
0.
00
0 0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
I & C
B
5%
0 0.
00
0.00
0
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
DPR
1%
0
0.00
0.
00
0 0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
0.00
0.
00
Tot
al (A
) 0.
00
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
(B)
Con
serv
atio
n M
easu
res f
or A
rabl
e L
and
(Pri
vate
Lan
d)
Earth
en B
und
Type
"A
" (S
lope
0-
1 %
) M
eter
82
80
0 65
600
0 0.
00
300
2460
0 30
0 24
600
200
1640
0 0
0 80
0 65
600.
00
Earth
en B
und
Type
"B
" (S
lope
1-
3 %
) M
eter
11
6 60
0 69
600
0 0.
00
150
1740
0 30
0 34
800
150
1740
0 0
0 60
0 69
600.
00
Earth
en B
und
Type
"C
" (S
lope
3-
5 %
) M
eter
18
7 40
0 74
800
0 0.
00
100
1870
0 20
0 37
400
100
1870
0 0
0 40
0 74
800.
00
Earth
en B
und
Type
"D
" (S
lope
5-
10 %
) M
eter
25
6 10
0 25
600
0 0.
00
0 0.
00
100
2560
0 0
0 0
0 10
0 25
600.
00
Bun
d W
aste
Wei
r N
um.
7000
50
35
0000
0
0.00
20
14
0000
20
14
0000
10
70
000
0 0
50
3500
00.0
0
Was
te W
eir "
A"
Num
. 14
700
10
1470
00
0 0.
00
4 58
800
4 58
800
2 29
400
0 0
10
1470
00.0
0
Was
te W
eir "
B"
Num
. 28
000
10
2800
00
0 0.
00
4 11
2000
4
1120
00
2 56
000
0 0
10
2800
00.0
0
Gul
ly C
ontro
l Stru
ctur
e "A
" N
um.
1000
0 0
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Gul
ly C
ontro
l Stru
ctur
e "B
" N
um.
1330
0 0
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Gul
ly C
ontro
l Stru
ctur
e "C
" N
um.
2900
0 0
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Con
serv
atio
n M
easu
res f
or N
on-A
rabl
e L
and
Past
ure
Dev
elop
men
t H
act.
5900
0 0
0 0
0.00
0
0 0
0 0
0 0
0 0
0.00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
60
WH
S Ty
pe "
A"
Num
. 70
000
15
1050
000
0 0.
00
3 21
0000
5
3500
00
5 35
0000
2
1400
00
15
1050
000.
00
WH
S Ty
pe "
B"
Num
. 15
0000
10
15
0000
0 0
0.00
2
3000
00
3 45
0000
3
4500
00
2 30
0000
10
15
0000
0.00
Loos
e St
one
Che
ck D
am
Num
. 34
00
0 0
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Dra
inag
e L
ine
Tre
atm
ent
Ret
aini
ng /
Safe
ty W
all "
A"
Num
. 10
1700
1
1017
00
0 0.
00
0 0.
00
1 10
1700
.00
0 0.
00
0 0.
00
1 10
1700
.00
Ret
aini
ng /
Safe
ty W
all "
B"
Num
. 13
3000
1
1330
00
0 0.
00
0 0.
00
1 13
3000
.00
0 0.
00
0 0.
00
1 13
3000
.00
Ret
aini
ng /
Safe
ty W
all "
C"
Num
. 23
0000
0
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "A
" N
um.
2400
00
0 0
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "B
" N
um.
3320
00
1 33
2000
0
0.00
0
0.00
0
0.00
1
3320
00
0 0.
00
1 33
2000
.00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "C
" N
um.
4370
00
1 43
7000
0
0.00
0
0.00
0
0.00
1
4370
00
0 0.
00
1 43
7000
.00
Mas
onar
y W
ater
Har
vest
ing
Stru
ctur
e "D
" N
um.
5400
00
0 0
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Tot
al (B
)
4566
300.
00
0.00
88
1500
.00
1467
900.
00
1776
900.
00
4400
00.0
0 45
6630
0.00
(C)
Prod
uctio
n M
easu
res f
or A
rabl
e L
and
Hor
ticul
ture
Pla
ntat
ion
Hac
t. 24
000
20
4800
00.0
0 0
0.00
5
1200
00
10
2400
00
5 12
0000
0
0.00
20
48
0000
.00
Sprin
kler
and
Drip
Irrig
atio
n H
act.
1600
0 10
16
0000
.00
0 0.
00
4 64
000
4 64
000
2 32
000
0 0.
00
10
1600
00.0
0
Agr
ofor
estry
N
um.
2400
0 5
1200
00.0
0 0
0.00
0
0.00
5
1200
00
0 0.
00
0 0.
00
5 12
0000
.00
Veg
etab
les M
inik
it N
um.
1025
60
0 61
5000
.00
0 0.
00
100
1025
00
200
2050
00
200
2050
00
100
1025
00
600
6150
00.0
0
Med
icin
al P
lant
s H
act.
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Ver
mi-C
ompo
stin
g / N
SDL
Com
post
ing
Num
. 24
000
20
4800
00.0
0 0
0.00
5
1200
00
10
2400
00
5 12
0000
0
0.00
20
48
0000
.00
Cro
p D
emon
stra
tion
Num
. 25
00
100
2500
00.0
0 0
0.00
25
62
500
25
6250
0 25
62
500
25
6250
0 10
0 25
0000
.00
Liv
e-St
ock
Dev
elop
men
t
Bre
ed Im
prov
emen
t N
um.
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Dis
tribu
tion
of C
haff
Cut
ter
Num
. 0
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Dis
tribu
tion
of M
ange
r N
um.
0 0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Ani
mal
Hea
lth C
amp
Num
. 40
00
10
4000
0.00
0
0.00
2
8000
3
1200
0 3
1200
0 2
8000
10
40
000.
00
Tot
al :
21
4500
0.00
0.
00
4770
00.0
0 94
3500
.00
5515
00.0
0 17
3000
.00
2145
000.
00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
61
Liv
elih
ood
Act
iviti
es (9
%)
Rev
olvi
ng F
und
to S
HG
(60
%
min
imum
)
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Rev
olvi
ng F
und
to e
nter
pris
ing
indi
vidu
al (1
0 %
max
imum
)
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Gra
nt in
aid
to e
nter
pris
ing
SHG
or F
eder
atio
n of
SH
Gs
indi
vidu
al (3
0 %
max
imum
)
0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Tot
al (C
)
0.
00
00.
00
00.
00
00.
00
00.
00
00.
00
00.
00
(D) C
onso
lidat
ion
0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
0 0.
00
Tot
al (D
)
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
Gra
nd T
otal
67
1130
0.00
0.
00
1358
500.
00
2411
400.
00
2328
400.
00
6130
00.0
0 67
1130
0.00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
62
Cha
pter
- 6
EX
PEC
TE
D O
UT
CO
ME
S 1
2 3
4 5
6
S. N
o.
Item
U
nit o
f mea
sure
men
t Pr
e-pr
ojec
t St
atus
E
xpec
ted
Post
-pr
ojec
t Sta
tus
Rem
arks
1 St
atus
of
wat
er ta
ble
(Dep
th to
Gro
und
wat
er le
vel)
Met
ers
9.5
to 1
5 8.
5 to
14
2 G
roun
d w
ater
st
ruct
ures
re
paire
d/
reju
vena
ted
No.
3 Q
ualit
y of
drin
king
wat
er
Des
crip
tion
Ave
rage
G
ood
4 A
vaila
bilit
y of
drin
king
wat
er
Des
crip
tion
Scar
city
A
vaila
ble
5 C
hang
e in
irrig
ated
Are
a
Ha
647.
96
718.
92
6 C
hang
e in
cro
ppin
g/ la
nd u
se p
atte
rn
Des
crip
tion
Thro
ugh
Cro
p ro
tatio
n,
Org
anic
Fa
rmin
g,
mix
ed
Farm
ing
and
Cha
nge
in fa
rm P
ract
ices
. 7
Are
a un
der a
gric
ultu
ral c
rop
Ha
I
Are
a un
der s
ingl
e cr
op
Ha
3948
41
52
Ii
Are
a un
der d
oubl
e cr
op
Ha
655
735
Iii
A
rea
unde
r mul
tiple
cro
p H
a 32
52
8 C
hang
e in
cul
tivat
ed A
rea
Ha
4595
.87
48.0
5
9 yi
eld
of
maj
or c
rops
of
area
Yie
ld o
f Baj
ra
q/ha
12
.80
13.1
5
Yie
ld o
f Whe
at
q/ha
24
.00
25.0
0
Yie
ld o
f Gra
m
q/ha
7.
15
7.50
Yie
ld o
f Mus
tard
q/
ha
11.5
0 12
.00
IWM
P X
X1/
2011
-12
Cha
ksu,
Jaip
ur
63
Yie
ld o
f Gro
undn
ut
q/ha
17
.95
18.2
5
Yie
ld o
f Gua
r q/
ha
3.60
3.
90
Yie
ld o
f Moo
ng
q/ha
3.
36
3.80
Yie
ld o
f Bar
ley
q/ha
21
.10
22.1
0
10
prod
uctio
n of
maj
or c
rops
of
are
a
Prod
uctio
n of
Baj
ra
ton
2883
.84
2962
.69
Prod
uctio
n of
Whe
at
ton
660
687.
50
Prod
uctio
n of
Gra
m
ton
71.5
0 75
Prod
uctio
n of
Mus
tard
to
n 23
0 24
0
11
Are
a un
der v
eget
able
H
a 32
42
12
Are
a un
der h
ortic
ultu
re
Ha
- 10
13
Are
a un
der f
uel
Ha
287
309
14
Are
a un
der F
odde
r H
a 14
00
1652
15
Fodd
er p
rodu
ctio
n Q
98
700
1250
00
16
Milk
pro
duct
ion
Litre
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y 16
350
2000
0
17
SHG
s Act
ive
No.
40
80
18
No.
of e
nter
pris
ing
indi
vidu
als
No.
40
70
19
Inco
me
Rs.i
n la
0.
32
0.34
20
Mig
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21
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erat
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ed
No.
8
12
IWMP XX1/2011-12 Chaksu, Jaipur 64
Critical Assumption
� No severe droughts/ unexpected floods/ natural disasters
� Adequate funds are allocated for the same and released on time.
� There is no significant pest/ disease attack, and if so, then it will have been contained before irreversible damage is done.
� Adverse market conditions do not persist long.
� Sound macro-economic and growth conditions continue and the benefits are widely distributed particularly in the rural areas.
� Facilitating agencies and resource providers have the required competent staff so that timely and appropriate technical advice and services are provided to farmers whenever required.
� The Capacity Building Plan is implemented, monitored and modified to address evolving needs and feedback from participants.
Means of Verification of indicators
� Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning, mid-term and end of the project period
� Annual participatory assessment by communities during project period.
� Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/ Individual beneficiaries/project-related village and local bodies/PRIs.
� External review missions
� Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation, Animal Husbandry
IWMP XX1/2011-12 Chaksu, Jaipur 65
Chapter – 7 TECHNICAL DESIGNS AND ESTIMATES
ESTIMATE NO. - 1
NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "A" Cross section of bund - 0.9 sqm For lenth 100 M. S.No. Item Quantity Unit Rate Amount
1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil for 90 Cum 85.00 7650.00 construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m
3 Sowing of seed on bunds 300 Rm 0.59 177.00
4 Grass seed Dhaman/Stylohemata 1 LS 40.00 40.00 Sub Total 7967.00
5 Contingency @ 3 % 239.01 Grand Total 8206.01 Say 8206 Per. M. Cost 82.00
.5:1
1
. G.L 0.4
. 0.45
0.60 0.60 2.4
1 . 5:1
G.L
2.0
X-Section
IWMP XX1/2011-12 Chaksu, Jaipur 66
ESTIMATE NO. - 2 NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "B" Cross section of bund - 1.29 sqm For lenth 100 M. S.no. Item Quantity Unit Rate Amount
1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil for 129 Cum 85.00 10965.00 construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m
3 Sowing of seed on bunds 400 Rm 0.59 236.00
4 Grass seed Dhaman/Stylohemata 1 LS 40.00 40.00 Sub Total 11241.00
5 Contingency @ 3 % 337.23 Grand Total 11578.23 Say 11578 Per. M. Cost 116.00
0.60
.5:1 1
G.L
. 0.4. 0.45
2.87 X-Section
0.75 2.85
1 . 5:1
G.L
IWMP XX1/2011-12 Chaksu, Jaipur 67
ESTIMATE NO. - 3 NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "C" Cross section of bund - 2.1 sqm For lenth 100 M. S.no. Item Quantity Unit Rate Amount
1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil for 210 Cum 85.00 17850.00 construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m
3 Sowing of seed on bunds 500 Rm 0.59 295.00
4 Grass seed Dhaman/Stylohemata 1 LS 40.00 40.00 Sub Total 18185.00
5 Contingency @ 3 % 545.55 Grand Total 18730.55 Say 18731 Per. M. Cost 187.00
0.60
.5:1 1
G.L
. 0.4. 0.45
4.67 X-Section
1.00 3.6
1 . 5:1
G.L
IWMP XX1/2011-12 Chaksu, Jaipur 68
ESTIMATE NO. - 4 NAME OF WORK: CONSTRUCTION OF CONTOUR BUND TYPE "D" Cross section of bund - 2.88 sqm For lenth 100 M. S.no. Item Quantity Unit Rate Amount
1 Dag belling work up to 5-7 cm depth 400 Rm 0.25 100.00
2 Earth work in hard soil for 288 Cum 85.00 24480.00 construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m
3 Sowing of seed on bunds 600 Rm 0.59 354.00
4 Grass seed Dhaman/Stylohemata 1 LS 40.00 40.00 Sub Total 24874.00
5 Contingency @ 3 % 746.22 Grand Total 25620.22 Say 25620 Per. M. Cost 256.00
0.60
.5:1 1
G.L
. 0.4. 0.45
6.40 X-Section
1.20 4.2
1 . 5:1
G.
IWMP XX1/2011-12 Chaksu, Jaipur 69
ESTIMATE NO. - 5
NAME OF WORK: CONSTRUCTION OF BUND WASTE WEIR S.No. Item Part No. L W H/D Qty Unit Rate Amount
1 Excavation in hard soil disposal of excavated material within initial lead of 30 m and lift of 1.5m dressing etc. complete
NAME OF WORK: CONSTRUCTION OF LOOSE STONE CHECK DAM
S.No Item Part No. L W H/D Qty Unit Rate Amount
1 Excavation in hard soil disposal of HW 1 5.25 0.84 0.24 1.06
excavated material within initial lead HWE 2 0.30 0.84 0.24 0.12 of 30m and lift of 1.5mtr dressing etc.
complete.
Total E/W 1.18 Cum 82.00 96.71
2 Dry stone masonary for~ Foundation Same as Item no. 1 1.18
Super structure
HW 1 5.25 0.54 0.60 1.70
HWE 2 0.30 0.84 0.90 0.45
3.33 Cum 917.00 3053.61 Sub total
3 Rehandling and carriage of stone by 4.51 Cum 56.20 253.46
head load or animal transport including
loading and unloading for lead up to
200m
4 Vegetation L.S. 115.00
Total 3518.78
Rates are taken from Dar Anusuchie 2012, ZP Jaipur Say Rs.3500 /- only
IWMP XX1/2011-12 Chaksu, Jaipur 86
ESTIMATE NO. - 15
NAME OF WORK: CONSTRUCTION OF SAFTY WALL "A"
1 Name of w/s :- IWMP - XXI
2 Name of work :- P.S . Chaksu DISTT. JAIPUR ( RAJ.)
CONTRUCTION OF WALL AT M- L-5
1 Available crest length 14 M2 Hight of structure 0.90 M3 Top Width 0.6 M4 Bottom Width 1.35 M5 Depth of foundation taking as 1.20 M6 Length of Basin 1.00 M7 Head wall ext. 2+2 M
DETAILED ESTIMATE S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or most&disposal of excavated material within intial lead of 30 m and liftof 1.5m including dressing etc complete 100%of
2 cement concrete well mixed 1.00 14.00 1.35 0.30 5.67 in cement mortar(1:4:8) laid in position complete including curing Aggregate size upto 50mm. HB H.W.EX. 2.00 2.00 0.90 0.30 1.08 Apron 1.00 14.00 1.00 0.30 4.20 Total 10.95 1917 20991.15
3 Random rubble stone masonary in cement sand mortar(1:6) for foundation H.W. 1.00 14.00 1.35 0.90 17.01 H.W.EX. 2.00 2.00 0.60 0.90 2.16 Apron 1.00 14.00 1.00 0.30 4.20 Total 23.37 1628 38046.36
4 Random rubble stone masonary in cement sand mortar(1:6) for super structure H.W. 1.00 14.00 0.98 0.90 12.29 H.W.EX. 2.00 2.00 0.60 1.40 3.36 Total 12.29 1745 21446.05
2 Name of work :- P.S . Chaksu DISTT. JAIPUR ( RAJ.)
CONTRUCTION OF WALL AT M- L-6
1 Available crest length 17 M2 Hight of structure 1.00 M3 Top Width 0.6 M4 Bottom Width 1.40 M5 Depth of foundation taking as 1.30 M6 Length of Basin 1.00 M7 Head wall ext. 2+2 M
DETAILED ESTIMATE S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or most&disposal of excavated material within intial lead of 30 m and liftof 1.5m including dressing etc complete 100%of
2 cement concrete well mixed 1.00 17.00 1.40 0.30 7.14 in cement mortar(1:4:8) laid in position complete including curing Aggregate size upto 50mm. HB H.W.EX. 2.00 2.00 0.90 0.30 1.08 Apron 1.00 17.00 1.00 0.30 5.10 Total 13.32 1917 25534.44
3 Random rubble stone masonary in cement sand mortar(1:6) for foundation H.W. 1.00 17.00 1.40 1.00 23.80 H.W.EX. 2.00 2.00 0.60 1.00 2.40 Apron 1.00 17.00 1.00 0.30 5.10 Total 31.30 1628 50956.40
4 Random rubble stone masonary in cement sand mortar(1:6) for super structure H.W. 1.00 17.00 1.00 1.00 17.00 H.W.EX. 2.00 2.00 0.60 1.50 3.60 Total 17.00 1745 29665.00
1 Available crest length 22 M2 Hight of structure 1.30 M3 Top Width 0.6 M4 Bottom Width 1.70 M5 Depth of foundation taking as 1.60 M6 Length of Basin 1.00 M7 Head wall ext. 2+2 M
DETAILED ESTIMATE S.No. PARTICULAR No. L B H/D Qty Rate Amount
1 Excavation in hard soil dry or most&disposal of excavated material within intial lead of 30 m and liftof 1.5m including dressing etc complete 100%of
2 cement concrete well mixed 1.00 22.00 1.70 0.30 11.22 in cement mortar(1:4:8) laid in position complete including curing Aggregate size upto 50mm. HB H.W.EX. 2.00 2.00 0.90 0.30 1.08 Apron 1.00 22.00 1.00 0.30 6.60 Total 18.90 1917 36231.30
3 Random rubble stone masonary in cement sand mortar(1:6) for foundation H.W. 1.00 22.00 1.70 1.30 48.62 H.W.EX. 2.00 2.00 0.60 1.30 3.12 Apron 1.00 22.00 1.00 0.30 6.60 Total 58.34 1628 94977.52
4 Random rubble stone masonary in cement sand mortar(1:6) for super structure H.W. 1.00 22.00 1.15 1.30 32.89 H.W.EX. 2.00 2.00 0.60 1.80 4.32 Total 32.89 1745 57393.05
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "A"
1
2
Name of W/S
Name of work :-
IWMP-XXI P.S.CHAKSU DISTT. JAIPUR CONTRUCTION OF WATER HARVESTING STR.
Design 1 Available crest length 6.00 M 2 Total catchment area 100.00 Ha 3 Hight of structure 1.30 M A Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.= Q = C I A C= 0.40
36 Catchment Area 100.00Q = 4.89 cumsec K = L3
H
L= 3800.00
Say 4.9 cumsec H= 40.00 K 37037.82
Tc=0.0195K0.77
64.25 I = 4.40
B HYDROLIC DESIGN Q = 1.71L(h)3/2 L = 6.00 mt length available at site h =[Q/1.71L]2/3
h = 0.61 Say = 0.60 Taking free board as 0.3 M Total d = 0.90
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.53 0.53 say = 0.60 M (as per site condition where h = 0.60 m p = 2.30 0.60 M p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall b = h+H /(p-1)0.5 1.67 Say = 1.70 M H =heigth of head wall in meters = 1.3 m 1.30 M
(iii) Length of head wall extension H +d + 1 3.20 3.20 M
d = h+free board = 0.90 0.90 M but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension H + d = 2.20 M
(v) Botton width of HW ext. side wall & wing wall 0.5(H+h)= 0.95 1.10 M
(vi) Top width of HW ext 0.4H= 0.52 0.60 M
(vii) Length of Basin L.B =0.75(H+d)+H 2.95 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 2.20 2.20 M
IWMP XX1/2011-12 Chaksu, Jaipur 93
(x) Height of side wall =1.5h at W W joints 1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall 4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M (xiii) Height of the wing wall = 0.90 1.10 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M
(xvi Height of toe wall = 0.30 M (xvii)Height of wing wall at wing end = 1.10 M (xviii Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M (xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.70 m
w1 + w self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure
h Food heigth = 0.60 m H heigth of anicut = 1.30 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity dam Forces and momrnt calculation's considening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning moment as negative (-ve) moment taken at B
Emr/Emo =+m/-m = Restoning moment/overturning moment 2.20
IWMP XX1/2011-12 Chaksu, Jaipur 94
it is more than 1.50 hance structure is safe against overturning SLINDING Factor of safety against slinding Ev/Eh = 1.63 it is more than 1.0 hance structure is safe against slinding RUPTURE (safety against tension at the bese) X Relne Position of resultant measured from toe x = Em/Ev = 1.20 e = b/2 - X -0.35 Ev/b (1+6e/b) 0.33 Ev/b (1-6e/b) 2.78 P max = 0.33 P min = 2.78
ABSTRACT OF COST
S.No Particular Qty. Rate Labour Rate
Unit Amount
1 Excavation in soil dry or most&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete
7.62
71.00
71
cum
540.742 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete
22.85
82.00
82
cum
1873.543 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m
45.70
130.00
130
cum
5940.484 cement concrete well mixed in
cement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HB
12.62
1917.00
255
cum
24192.545 Random rubble stone masonary in
cement sand mortar(1:6) for foundation
56.47
1628.00
438
cum
91933.166 Random rubble stone masonary in
cement sand mortar(1:6) forsuperstructure
42.34
1745.00
555
cum
73883.307 Cement plaster including smooth
finishing in cement mortar (1:4)25mm thick
42.82
154.00
71
sqm
6594.288 Cement concrete coping in cement
mortar1:2:4.100mm thick 3.11 3467.00 583 cum 10770.24
IWMP XX1/2011-12 Chaksu, Jaipur 95
9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding)charges of waterring andcompaction
Hard soil 50% 112.50 61.00 85 cum 6862.50 Ordinary murram 50% 112.50 96.00 130 cum 10800.00
10 Rehandling of cement beyond 100 minitial lead lead up to 200 11.67 56.20 56.20 mt. 655.85
TOTAL 234046.59 Add 3% Contingency Charges 7021.40 TOTAL Rs. 241067.99 Say 2.41
DETAILED ESTIMATE
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation
2 Excavation in hard soil dry ormost&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of
Total 7.623 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation
Total 22.854 Excavation in disintegrated rock and or
soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation
Total 45.70
IWMP XX1/2011-12 Chaksu, Jaipur 96
5 cement concrete well mixed incement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HBTotal Excavation H.W.
10 E/W for bind / embankment indry or mosit soil includinglaying on layers 1.5cm Breakingof clods sort ing of grass pabblesete and dressing in requredprofile when compacted manuallyor by plain roller with initiallead of 30mt and lift 1.5 mt(exeluding charges of waterring
225 Total 225
IWMP XX1/2011-12 Chaksu, Jaipur 98
0.60 P3
0.60
P1
P2 0.65
1.30 w1 1.4
0.43 w2
1.90
1.30
1.70 0.57 1.13
1.14
PLAN
1.5 6.00 1.5
0.60
0.60
4.00
0.45
0.60
1.30 1.10 G.L G.L
0.10
2.00
1.70
0.30 0.90
0.20
0.3 2.95
X-Section
IWMP XX1/2011-12 Chaksu, Jaipur 99
ESTIMATE NO. - 19
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "B"
1
2
Name of W/S
Name of work :-
IWMP-XXI P.S.CHAKSU DISTT. JAIPUR CONTRUCTION OF WATER HARVESTING STR.
Design 1 Available crest length 10.00 M 2 Total catchment area 100.00 Ha 3 Hight of structure 1.30 M A Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.= Q = C I A C= 0.40
36 Catchment Area 100.00Q = 4.89 cumsec K = L3
H
L= 3800.00
Say 4.9 cumsec H= 40.00 K 37037.82
Tc=0.0195K0.77
64.25 I = 4.40
B HYDROLIC DESIGN Q = 1.71L(h)3/2 L = 10.00 mt length available at site h =[Q/1.71L]2/3
h = 0.43 Say = 0.60 Taking free board as 0.3 M Total d = 0.90
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.53 0.53 say = 0.60 M (as per site condition where h = 0.60 m p = 2.30 0.60 M p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall b = h+H /(p-1)0.5 1.67 Say = 1.70 M H =heigth of head wall in meters = 1.3 m 1.30 M
(iii) Length of head wall extension H +d + 1 3.20 3.20 M
d = h+free board = 0.90 0.90 M but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension H + d = 2.20 M
(v) Botton width of HW ext. side wall & wing wall 0.5(H+h)= 0.95 1.10 M
(vi) Top width of HW ext 0.4H= 0.52 0.60 M
(vii) Length of Basin L.B =0.75(H+d)+H 2.95 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 2.20 2.20 M
IWMP XX1/2011-12 Chaksu, Jaipur 100
(x) Height of side wall =1.5h at W W joints 1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall 4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M (xiii) Height of the wing wall = 0.90 1.10 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M
(xvi Height of toe wall = 0.30 M (xvii)Height of wing wall at wing end = 1.10 M (xviii Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M (xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.70 m
w1 + w self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure
h Food heigth = 0.60 m H heigth of anicut = 1.30 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity dam Forces and momrnt calculation's considening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning moment as negative (-ve) moment taken at B
Emr/Emo =+m/-m = Restoning moment/overturning moment 2.20
it is more than 1.50 hance structure is safe against overturning SLINDING Factor of safety against slinding Ev/Eh = 1.63 it is more than 1.0 hance structure is safe against slinding RUPTURE (safety against tension at the bese) X Relne Position of resultant measured from toe x = Em/Ev = 1.20 e = b/2 - X -0.35 Ev/b (1+6e/b) 0.33 Ev/b (1-6e/b) 2.78 P max = 0.33 P min = 2.78
ABSTRACT OF COST
S.No Particular Qty. Rate Labour Rate
Unit Amount
1 Excavation in soil dry or most&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete
10.20
71.00
71
cum
724.202 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete
30.60
82.00
82
cum
2509.203 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m
61.20
130.00
130
cum
7956.004 cement concrete well mixed in
cement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HB
17.29
1917.00
255
cum
33144.935 Random rubble stone masonary in
cement sand mortar(1:6) for foundation
72.92
1628.00
438
cum
118713.766 Random rubble stone masonary in
cement sand mortar(1:6) forsuperstructure
48.32
1745.00
555
cum
84318.407 Cement plaster including smooth
finishing in cement mortar (1:4)25mm thick
56.82
154
71
sqm
10934.08 Cement concrete coping in cement
mortar1:2:4.100mm thick 4.60 3467.00 583 cum 15953.40
IWMP XX1/2011-12 Chaksu, Jaipur 102
9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding
Hard soil 50% 300.00 61.00 85 cum 18300.00 Ordinary murram 50% 300.00 96.00 130 cum 28800.00
10 Rehandling of cement beyond 100 minitial lead lead up to 200 14.90 56.20 56.20 mt. 837.38
TOTAL 322191.19 Add 3% Contingency Charges 9665.73 TOTAL Rs. 331856.92 Say 3.32
DETAILED ESTIMATE
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation
2 Excavation in hard soil dry ormost&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of
Total 10.203 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation
Total 30.604 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation
Total 61.20
IWMP XX1/2011-12 Chaksu, Jaipur 103
5 cement concrete well mixed incement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HBTotal Excavation H.W.
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "C
1
2
Name of W/S
Name of work :-
IWMP-XXI P.S.CHAKSU DISTT. JAIPUR CONTRUCTION OF WATER HARVESTING STR.
Design 1 Available crest length 15.00 M 2 Total catchment area 100.00 Ha 3 Hight of structure 1.30 M A Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.= Q = C I A C= 0.40
36 Catchment Area 100.00Q = 4.89 cumsec K = L3
H
L= 3800.00
Say 4.9 cumsec H= 40.00 K 37037.82
Tc=0.0195K0.77
64.25 I = 4.40
B HYDROLIC DESIGN Q = 1.71L(h)3/2 L = 15.00 mt length available at site h =[Q/1.71L]2/3
h = 0.33 Say = 0.60 Taking free board as 0.3 M Total d = 0.90
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.53 0.53 say = 0.60 M (as per site condition where h = 0.60 m p = 2.30 0.60 M p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall b = h+H /(p-1)0.5 1.67 Say = 1.70 M H =heigth of head wall in meters = 1.3 m 1.30 M
(iii) Length of head wall extension H +d + 1 3.20 3.20 M
d = h+free board = 0.90 0.90 M but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension H + d = 2.20 M
(v) Botton width of HW ext. side wall & wing wall 0.5(H+h)= 0.95 1.10 M
(vi) Top width of HW ext 0.4H= 0.52 0.60 M
(vii) Length of Basin L.B =0.75(H+d)+H 2.95 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 2.20 2.20 M
IWMP XX1/2011-12 Chaksu, Jaipur 108
(x) Height of side wall =1.5h at W W joints 1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall 4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M (xiii) Height of the wing wall = 0.90 1.10 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M
(xvi Height of toe wall = 0.30 M (xvii)Height of wing wall at wing end = 1.10 M (xviii Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M (xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.70 m
w1 + w self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure
h Food heigth = 0.60 m H heigth of anicut = 1.30 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity dam Forces and momrnt calculation's considening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning moment as negative (-ve) moment taken at B
Emr/Emo =+m/-m = Restoning moment/overturning moment 2.20
it is more than 1.50 hance structure is safe against overturning SLINDING Factor of safety against slinding Ev/Eh = 1.63 it is more than 1.0 hance structure is safe against slinding RUPTURE (safety against tension at the bese) X Relne Position of resultant measured from toe x = Em/Ev = 1.20 e = b/2 - X -0.35 Ev/b (1+6e/b) 0.33 Ev/b (1-6e/b) 2.78 P max = 0.33 P min = 2.78
ABSTRACT OF COST
S.No Particular Qty. Rate Labour Rate
Unit Amount
1 Excavation in soil dry or most&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete
13.43
71.00
71
cum
953.532 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete
40.29
82.00
82
cum
3303.783 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m
80.58
130.00
130
cum
10475.404 cement concrete well mixed in
cement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HB
23.12
1917.00
255
cum
44321.045 Random rubble stone masonary in
cement sand mortar(1:6) for foundation
93.48
1628.00
438
cum
152185.446 Random rubble stone masonary in
cement sand mortar(1:6) forsuperstructure
55.80
1745.00
555
cum
97371.007 Cement plaster including smooth
finishing in cement mortar (1:4)25mm thick
74.32
154
71
sqm
11445.288 Cement concrete coping in cement
mortar1:2:4.100mm thick 6.47 3467.00 583 cum 22432.36
IWMP XX1/2011-12 Chaksu, Jaipur 110
9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding
Hard soil 50% 515.00 61.00 85 cum 31415.00 Ordinary murram 50% 515.00 96.00 130 cum 49440.00
10 Rehandling of cement beyond 100 minitial lead lead up to 200 18.94 56.20 56.20 mt. 1064.4
TOTAL 424407.23 Add 3% Contingency Charges 12732.22 TOTAL Rs. 437139.35 Say 4.37
DETAILED ESTIMATE
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH QUANTITY1 Total Excavation
2 Excavation in hard soil dry ormost&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of
Total 13.433 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation
Total 40.294 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation
Total 80.58
IWMP XX1/2011-12 Chaksu, Jaipur 111
5 cement concrete well mixed incement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HBTotal Excavation H.W.
NAME OF WORK: CONSTRUCTION OF MASONARY WATER HARVESTING STRUCTURE "D" 1
2
Name of W/S
Name of work :-
IWMP-XXI P.S.CHAKSU DISTT. JAIPUR CONTRUCTION OF WATER HARVESTING STR.
Design 1 Available crest length 17.00 M 2 Total catchment area 120.00 Ha 3 Hight of structure 1.30 M A Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.= Q = C I A C= 0.40
36 Catchment Area 120.00Q = 5.87 cumsec K = L3
H
L= 3800.00
Say 4.9 cumsec H= 40.00 K 37037.82
Tc=0.0195K0.77
64.25 I = 4.40
B HYDROLIC DESIGN Q = 1.71L(h)3/2 L = 17.00 mt length available at site h =[Q/1.71L]2/3
h = 0.31 Say = 0.60 Taking free board as 0.3 M Total d = 0.90
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.53 0.53 say = 0.60 M (as per site condition where h = 0.60 m p = 2.30 0.60 M p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall b = h+H /(p-1)0.5 1.67 Say = 1.70 M H =heigth of head wall in meters = 1.3 m 1.30 M
(iii) Length of head wall extension H +d + 1 3.20 3.20 M
d = h+free board = 0.90 0.90 M but as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension H + d = 2.20 M
(v) Botton width of HW ext. side wall & wing wall 0.5(H+h)= 0.95 1.10 M
(vi) Top width of HW ext 0.4H= 0.52 0.60 M
(vii) Length of Basin L.B =0.75(H+d)+H 2.95 2.95 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 2.20 2.20 M
IWMP XX1/2011-12 Chaksu, Jaipur 116
(x) Height of side wall =1.5h at W W joints 1.5h = 0.90 1.10 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall 4.00
(xii) Length of wing wall = 2.25 h= 1.35 1.50 M (xiii) Height of the wing wall = 0.90 1.10 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M
(xvi Height of toe wall = 0.30 M (xvii)Height of wing wall at wing end = 1.10 M (xviii Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.10 M (xix)Depth of foundation taking as 2.00 M
STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.70 m
w1 + w self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure
h Food heigth = 0.60 m H heigth of anicut = 1.30 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity dam Forces and momrnt calculation's considening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning moment as negative (-ve) moment taken at B
Emr/Emo =+m/-m = Restoning moment/overturning moment 2.20
it is more than 1.50 hance structure is safe against overturning SLINDING Factor of safety against slinding Ev/Eh = 1.63 it is more than 1.0 hance structure is safe against slinding RUPTURE (safety against tension at the bese) X Relne Position of resultant measured from toe x = Em/Ev = 1.20 e = b/2 - X -0.35 Ev/b (1+6e/b) 0.33 Ev/b (1-6e/b) 2.78 P max = 0.33 P min = 2.78
ABSTRACT OF COST
S.No Particular Qty. Rate Labour Rate
Unit Amount
1 Excavation in soil dry or most&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete
14.72
71.00
71
cum
1045.262 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete
44.17
82.00
82
cum
3621.613 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m
88.33
130.00
130
cum
11483.164 cement concrete well mixed in
cement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HB
25.46
1743.00
248
cum
44372.425 Random rubble stone masonary in
cement sand mortar(1:6) for foundation
101.70
1429.00
388
cum
145332.876 Random rubble stone masonary in
cement sand mortar(1:6) forsuperstructure
58.79
1534.00
493
cum
90177.727 Cement plaster including smooth
finishing in cement mortar (1:4)25mm thick
81.32
138.00
62
sqm
11222.168 Cement concrete coping in cement
mortar1:2:4.100mm thick 7.22 3467.00 583 cum 25023.94
IWMP XX1/2011-12 Chaksu, Jaipur 118
9 E/W for bind / embankment in dryor mosit soil including laying onlayers 1.5cm Breaking of clods sorting of grass pabbles ete and dressingin requred profile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding
Hard soil 50% 970.00 61.00 85 cum 59170.00 Ordinary murram 50% 970.00 96.00 130 cum 93120.00
10 Rehandling of cement beyond 100 minitial lead lead up to 200 20.56 44.00 44 mt. 904.54
TOTAL 485473.69 METARIAL 175863.80 LABOUR 309609.89 TOTAL 485473.69 Add 3% Contingency Charges 14564.21 TOTAL Rs. 500037.90 Say 5.00
2 Excavation in hard soil dry ormost&disposal of excavated material within intial lead of 30 mand liftof 1.5m including dressingetc complete 10%of
Total 14.723 Excavation in ordinary murram or
earth mixed with bajri and kankar orboulder dry or most&disposal ofexcavated material within intial leadof 30 m and liftof 1.5m includingdressing etc complete 30% of TotalExcavation
Total 44.174 Excavation in disintegrated rock and
or soft rock or hard bankar orcompacted murrum dry or moistincluding dressing&disposal of exeavated matarual with intial leadof 30m and lift of 1.5m 60% ofTotal Excavation
Total 88.33
IWMP XX1/2011-12 Chaksu, Jaipur 119
5 cement concrete well mixed incement mortar(1:4:8) laid in positioncomplete including curing Aggregate size upto 50mm. HBTotal Excavation H.W.
6 Pest Control Pratirodh Litre 150/lt 3 liters Rs 450/-7 Disease Control Terminator Litre 150/lt 2 liters Rs 300/- Total Rs 5,070/-
IWMP XX1/2011-12 Chaksu, Jaipur 129
ESTIMATE NO. 28NAME OF WORK: Horticulture Plantation of Ber Crop
Area : 1 Hactare Plants : Ber Variety : Gola, Banarsi, Umran
Items Unit No. Size Specification
Unit Cost (Rs.)
Total Cost (Rs.)
Pit digging Num 277 6x6 Meter
90x90x90 cm
12 3324
Pit Filling , Planting of Saplings and rehandling up-to 100 m
Num 277 6x6 Meter
5 1385
Plant Saplings Num 277 6x6 Meter
10 2770
Additional 20 % for reshuffling Num 56 10 560 Transportation for plant Saplings
Num 277 5 1385
Making of thanwala of 50 cm radious
Num 277 50 Cm 1.3 360.1
Watering of plant, 15 lit per plant five times in the year
Num 277 1.35 1869.75
Weeding & hoeing three times in the year
Num 277 0.9 747.9
FYM Application with transportation
Kg/Pit 277 20 Kg/Pit 20 5540
Application of SSP Kg/Pit 277 1 Kg/Pit 7 1939 Application of Insecticide Kg/Pit 277 0.05 Kg/Pit 0.52 144.04 Total : 20024.79 Contingency 3 % 600.7437 Sub- Total : 20625.5337 Plant Protection Num 277 5 1385 Plant Protection in Second Year Num 56 5
280
Grand Total Rs. 22290.5337
IWMP XX1/2011-12 Chaksu, Jaipur 130
ESTIMATE NO. 29NAME OF WORK: Horticulture Plantation of Gauva Crop
Area : 1 Hactare Plant Guava
Variety : Allahbadi Safeda, L-49
Items Unit No. Size Specification
Unit Cost (Rs.)
Total Cost (Rs.)
Pit digging Num 277 6x6 Meter
60x60x60 cm 9 2493
Pit Filling , Planting of Saplings and rehandling up-to 100 m
Num 277 6x6 Meter
5 1385
Plant Saplings Num 277 6x6 Meter
16 4432
Additional 20 % for reshuffling Num 56 16 896 Transportation for plant Saplings Num 277 5 1385 Making of thanwala of 50 cm radious Num 277 50 Cm 1.3 360.1 Watering of plant, 15 lit per plant five times in the year
Num 277 1.35 1869.75
Weeding & hoeing three times in the year
Num 277 0.9 747.9
FYM Application with transportation Kg/Pit 277 25 Kg/Pit 25 6925 Application of SSP Kg/Pit 277 1 Kg/Pit 7 1939 Application of Insecticide Kg/Pit 277 0.05 Kg/Pit 0.52 144.04 Total : 22576.79 Contingency 3 % 677.3037 Sub- Total : 23254.094 Plant Protection Num 277 5 1385 Plant Protection in Second Year Num 56 5 280 Grand Total Rs. 24919.094
IWMP XX1/2011-12 Chaksu, Jaipur 131
ESTIMATE NO. 30
NAME OF WORK: Horticulture Plantation of Aonla Crop
Pit Filling , Planting of Saplings and rehandling up-to 100 m
Num 156 8x8 Meter
5 780
Plant Saplings Num 156 8x8 Meter
19 2964
Additional 20 % for reshuffling Num 32 19 608 Transportation for plant Saplings Num 156 5 780 Making of thanwala of 50 cm radious
Num 156 50 Cm 1.3 202.8
Watering of plant, 15 lit per plant five times in the year
Num 156 1.35 1869.75
Weeding & hoeing three times in the year
Num 156 0.9 747.9
FYM Application with transportation
Kg/Pit 156 25 Kg/Pit 25 3900
Application of SSP Kg/Pit 156 1 Kg/Pit 7 1092 Application of Insecticide Kg/Pit 156 0.05 Kg/Pit 0.52 81.12 Total : 14897.57 Contingency 3 % 446.9271 Sub- Total : 15344.4971 Plant Protection Num 156 5 780 Plant Protection in Second Year Num 32 5 160 Grand Total Rs. 16284.4971
IWMP XX1/2011-12 Chaksu, Jaipur 132
ESTIMATE NO. 31NAME OF WORK: Horticulture Plantation of Lemon Crop
Area : 1 Hactare Plant Lemon Variety : Desi/Hybrid Items Unit No. Size Specification Unit
Cost (Rs.)
Total Cost (Rs.)
Pit digging Num 277 8x8 Meter
90x90x90 cm 12 3324
Pit Filling , Planting of Saplings and rehandling up-to 100 m
Num 277 8x8 Meter
5 1385
Plant Saplings Num 277 8x8 Meter
20 5540
Additional 20 % for reshuffling Num 56 20 1120 Transportation for plant Saplings Num 277 5 1385 Making of thanwala of 50 cm radious
Num 277 50 Cm 1.3 360.1
Watering of plant, 15 lit per plant five times in the year
Num 277 1.35 1869.75
Weeding & hoeing three times in the year
Num 277 0.9 747.9
FYM Application with transportation Kg/Pit 277 25 Kg/Pit 25 6925 Application of SSP Kg/Pit 277 1 Kg/Pit 7 1939 Application of Insecticide Kg/Pit 277 0.05 Kg/Pit 0.52 144.04 Total : 24739.79 Contingency 3 % 742.1937 Sub- Total : 25481.9837 Plant Protection Num 277 5 1385 Plant Protection in Second Year Num 56 5 280 Grand Total Rs. 27146.9837
IWMP XX1/2011-12 Chaksu, Jaipur 133
Chapter – 8Enclosures:
a. Location –District, block, village, watershed location map b. Map of 21/2011-12 IWMP Project (Watershed Boundary demarcation in
cadastral & Topo Sheet) c. PRA Map (along with photos & paper drawing) d. Treatment map (Indicate proposed works) e. Cadastral Map on watershed boundary f. Information on Soils, Soil fertility, Land capability, Soil chemical
problems like salinity, alkalinity g. Land Use Land Cover map h. Information on existing water harvesting structures & well inventory
along with GPS co-ordinates. i. High resolution, latest Remote Sensing Satellite data
Documents of Agreements:
Proceedings of Gram Sabha for EPA approval Proceedings of Gram Sabha Resolution for committee constitution Proceedings of Gram Sabha for DPR approval Proceeding of Standing Committee of P.S. for DPR approval Proceeding of Standing Committee of Z.P. for DPR approval Assistant Engineer, PIA M.R. Morarka GDC Rural Research Foundation, Chaksu, Jaipur
Project Manager, WCDCWD & SC,
Distt.--------------
IWMP XX1/2011-12 Chaksu, Jaipur 134
BASE MAP
IWMP XX1/2011-12 Chaksu, Jaipur 135
CONTOUR MAP
IWMP XX1/2011-12 Chaksu, Jaipur 136
DRAINAGE & SURFACE WATER BODIES
IWMP XX1/2011-12 Chaksu, Jaipur 137
LANDUSE / LANDCOVER MAP
IWMP XX1/2011-12 Chaksu, Jaipur 138
SLOPE MAP
IWMP XX1/2011-12 Chaksu, Jaipur 139
IWMP XX1/2011-12 Chaksu, Jaipur 140
IWMP XX1/2011-12 Chaksu, Jaipur 141
IWMP XX1/2011-12 Chaksu, Jaipur 142
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IWMP XX1/2011-12 Chaksu, Jaipur 144
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IWMP XX1/2011-12 Chaksu, Jaipur 147
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IWMP XX1/2011-12 Chaksu, Jaipur 150
IWMP XX1/2011-12 Chaksu, Jaipur 151
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IWMP XX1/2011-12 Chaksu, Jaipur 153
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IWMP XX1/2011-12 Chaksu, Jaipur 155
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IWMP XX1/2011-12 Chaksu, Jaipur 160
IWMP XX1/2011-12 Chaksu, Jaipur 161
Details of Self-Help Group Formation
Hanumant Self-Help Group-Village Roopwas S.No. Name of Member Father/ Husband's Name Caste Designation
1 Kamla Devi Kishan Lal Jat President
2 Anokhi Devi Hanuman Lal Jat Secretary
3 Tulsi Devi Radha Kishan Jat Treasurer
4 Manbhar Devi Sitaram Jat Member
5 Sunita Devi Gopal Lal Jat Member
6 Tulsi Devi Ramsahay Jat Member
7 Bashanti Devi Ramprashad Jat Member
8 Prabhati Devi Badri Narayan Jat Member
9 Kailashi Devi Ram Lal Jat Member
10 Ranku Devi Rajendra Brahmin Member Baba Ramdev Self-Help Group-Village Hingoniya
S.No. Name of Member Father/ Husband's Name Caste Designation
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Seeta Devi Satyanarayan President 2 Lali Devi Ramotar Secretary 3 Bhoori Devi Om Prakash Treasurer 4 Chanda Devi Ghanshyam Member 5 Sheela Devi Rajesh Member 6 Raju Devi Hanuman Lal Member 7 Choti Devi Ramshwaroop Member 8 Shanti Devi Ramprashad Member 9 Prem Devi Narayan Member
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Seema Devi Bana Lal Meena President 2 Soni Devi Prahalad Prajapat Secretary 3 Anokhi Devi Gopal Prajapat Treasurer 4 Sharda Devi Om Prakash Prajapat Member 5 Lalita Devi Magan Ram Meena Member 6 Jagnathi Devi Prabhati Lal Prajapat Member 7 Bina Devi Raju Lal Prajapat Member
IWMP XX1/2011-12 Chaksu, Jaipur 163
8 Nangi Devi Devi Lal Prajapat Member 9 Santosh Devi Bhanwar Lal Meena Member
10 Madhu Devi Ramchandra Meena Member Anjali Self-Help Group 2-Village Thuni
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Koyali Devi Jaynarayan Yadav President 2 Seeta Devi Satyanarayan Yadav Secretary 3 Laxmi Devi Shankar Lal Regar Treasurer 4 Lali Devi Harinarayan Regar Member 5 Choti Devi Radha Kishan Yadav Member 6 Chandrakanta Prakash Brahmin Member 7 Meena Devi Satyanarayan Rana Member 8 Sheela Devi Badri Regar Member 9 Nandu Devi Ganpat Sen Member
10 Dapu Devi Raju Regar Member Bhawani Self-Help Group-Village Mumarkya
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Lali Devi Om Prakash Regar President 2 Nathi Devi Tarachand Regar Secretary 3 Rachna Devi Chokha Ram Regar Treasurer 4 Badami Devi Radheshyam Regar Member 5 Seeta Devi Banwari Regar Member 6 Kanta Devi Rajendra Regar Member 7 Kamla Devi Badri Prakash Regar Member 8 Rampati Devi Hanumanshahay Regar Member 9 Kajodi Devi Narayan Lal Regar Member
10 Lalita Devi Devinarayan Regar Member Jay Ganga Self-Help Group-Village Kadera
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Ganga Devi Shyojinarayan Regar President 2 Phoola Devi Birdhi Chand Regar Secretary 3 Uganti Devi Bhanwar Lal Regar Treasurer 4 Bhamru Devi Chotu Ram Regar Member 5 Panchi Devi Shyoji Ram Regar Member 6 Manju Devi Akaram Regar Member 7 Pinki Devi Ramdayal Regar Member 8 Seeta Devi Madan Regar Member 9 Pinki Devi Ganpat Lal Regar Member
10 Uganti Devi Ramdayal Regar Member
IWMP XX1/2011-12 Chaksu, Jaipur 164
Mahila Uathan Self-Help Group-Village Kadera
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Kailashi Devi Giriraj Brahmin President 2 Shanti Devi Radha Kishan Brahmin Secretary 3 Meenu Devi Bhagwan Brahmin Treasurer 4 Rukama Devi Narayan Yadav Member 5 Usha Devi Ramlal Yadav Member 6 Gopali Devi Gopal Yadav Member 7 Geeta Devi Hatha Ram Yadav Member 8 Hansha Devi Ramji Lal Yadav Member 9 Indra Devi Sonaram Yadav Member
10 Ratani Devi Kana Ram Yadav Member Shiv Parvati Self-Help Group-Village Thali
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Lalita Devi Premchand Regar President 2 Achi Devi Mukesh Regar Secretary 3 Ladi Devi Rajendra Regar Treasurer 4 Barsha Devi Kajodmal Regar Member 5 Hansha Devi Nemichand Regar Member 6 Sampati Devi Tarachand Regar Member 7 Mamta Devi Prahalad Regar Member 8 Nirma Devi Kailash Regar Member 9 Suman Devi Ganesh Lal Regar Member
10 Guddi Devi Jagdish Regar Member Sugana Self-Help Group-Village Thali
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Sugana Devi Shiv Narayan Bairwa President 2 Shawitri Devi Suresh Bairwa Secretary 3 Kamod Devi Mukesh Bairwa Treasurer 4 Parwati Devi Harish Bairwa Member 5 Seema Devi Shiv Narayan Bairwa Member 6 Sampat Devi Kamal Bairwa Member 7 Shani Devi Ashok Bairwa Member 8 Manju Devi Raved Bairwa Member 9 Sheela Devi Babu Lal Bairwa Member
10 Kanta Devi Puranmal Harijan Member Jay Karni Mata Self-Help Group-Village Dalpatpura
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Bhawar Kanwar Umrav Singh Rajput President 2 Pappu Kanwar Hanuman Singh Rajput Secretary 3 Guman Kanwar Madan Singh Rajput Treasurer 4 Dhapu Kanwar Kishan Singh Rajput Member 5 Samaj Kanwar Desant Singh Rajput Member 6 Meena Kanwar Narayan Singh Rajput Member 7 Chand Kanwar Suraj Singh Rajput Member
IWMP XX1/2011-12 Chaksu, Jaipur 165
8 Ganesh Kanwar Jaswant Singh Rajput Member 9 Laxmi Kanwar Amar Singh Rajput Member
10 Hem Kanwar Umed Singh Rajput Member Khushi Self-Help Group-Village Hingoniya
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Om Kanwar Bhanwar Singh Rajput President 2 Keshar Kanwar Lal Singh Rajput Secretary 3 Ram Kanwar Veerbhadur Singh Rajput Treasurer 4 Anjana Kanwar Gopal Singh Rajput Member 5 Badan Kanwar Tej Singh Rajput Member 6 Anand Kanwar Mahendra Singh Rajput Member 7 Nayan Kanwar Laxman Singh Rajput Member 8 Pooja Kanwar Karan Singh Rajput Member 9 Gori Kanwar Devi Singh Rajput Member
S.No. Name of Member Father/ Husband's Name Caste Designation 1 Norti Devi Sitaram Prajapat President 2 Lali Devi Narayan Khatik Secretary 3 Chhoti Devi Tulshi Ram Khatik Treasurer 4 Manbhar Devi Johari Lal Khatik Member 5 Prabhati Devi Ramesh Nayak Member 6 Galu Devi Kaluram Prajapat Member 7 Sonu Devi Harinarayan Megwal Member 8 Annu Devi Bajrang Khatik Member 9 Chhoti Devi Maniram Gopha Member
10 Lali Devi Chirangi Prajapat Member
IWMP XX1/2011-12 Chaksu, Jaipur 166
Details of User Group Formation
1-Earthen Bund Nirman Upyogita Samuh G.P.-Sawaimadhosinghpura S.No. Name of Member Father/Husband Name Caste Village
3- Charagah Vikas Upyogita Samuh G.P.-Sawaimadhosinghpura S.No. Name of Member Father/Husband Name Caste Village
1 Ganga Devi Kishan Lal Lodha Swami Ka Bas 2 Mamta Kailash Regar Swami Ka Bas 3 Jhamru Mewa Regar Swami Ka Bas 4 Jyanki Satyanaryan Lodha Swami Ka Bas 5 Mamta Kailash Jat Swami Ka Bas 6 Gulab Gangadhar Regar Swami Ka Bas 7 Sita Puran Regar Swami Ka Bas 8 Manbhar Mahesh Ahir Thuni 9 Surgyan Madan Lal Jat Swaimadhosinghpura 10 Sawitri Dhanna Lal Regar Swaimadhosinghpura
4-Waste Weir Nirman Upyogita Samuh G.P.-Sawaimadhosinghpura S.No. Name of Member Father/Husband Name Caste Village
1 Radheshyam Sitaram Ahir Thuni 2 Sitaram Shyoji Ahir Thuni 3 Jagdish Shyonarayan Gurjar Lasadiya 4 Dhanna Lal Devi Lal Ahir Thuni 5 Kajood Ganesh Gurjar Lasadiya 6 Ramsaroop Bhairu Ahir Thuni
IWMP XX1/2011-12 Chaksu, Jaipur 167
7 Kailash Shyoram Jat Swaimadhosinghpura 8 Ram Narayan Shrinarayan Mali Swaimadhosinghpura 9 Keshar Lal Jagdish Mali Swaimadhosinghpura 10 Narayan Mangi Lal Ahir Thuni
5-Anikat Nirman Upyogita Samuh G.P.-Sawaimadhosinghpura S.No. Name of Member Father/Husband Name Caste Village