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Detailed Project Report
IWMP KOTA – II
Project Cost – Rs. 554.76 lacs.
CONVERGENCE THROUGH NREGA – Rs. 49 lacs.
CONVERGENCE THROUGH AGRICULTURE DEPTT - Rs. 24.76 lacs.
3.3 Table - Production System and micro enterprises
3.4 Table – Consolidation Phase
3.4 Production Systems and Micro Enterprises Agricultural based and Non Agricultur ……………………………………………………48-50
3.4.1 Fodder Bank
3.4.2 Storage Unit of Onion / Garlic SHG Groups
3.5 Livelihood Activities Particularly for accet less persons……………………………………………………………………………………51-52
3.5.1 Table - SHG Groups
3.5.2 Table - Existing SHG Groups
CHAPTER IV 4.1 Conservation of Earthen Checkdam ………………………………………………………………………………………………………53
4.2 Conservation of Westweir in agri land …………………………………………………………………………………………………….54-55
4.3 Conservation of Bunding (Madebandi) ……………………………………………………………………………………………………56
4.4 Construction of New Tali with Westweir …………………………………………………………………………………………………..57-58
4.5 Estimate of Well Rrcharge ………………………………………………………………………………………………………………….59-60
4.6 Estimate of Gabian Structure ………………………………………………………………………………………………………………61-62
4.7 Estimate of Retaining Wall ………………………………………………………………………………………………………………….63
4.8 Estimate of Anicuts, 15 mtrs ………………………………………………………………………………………………………………..64
4.9 Estimate of Bank Stabilization …………………………………………………………………………………………………………….73-74
4.10 Estimate of Pasture Development………………………………………………………………………………………………………..75-82
4.11 Fodder Bank ……………………………………………………………………………………………………………………………...83-84
4.12 Estimate of Storage Unit of Onion / Garlic …………………………………………………………………………………………….85-86
CHAPTER V 5 Activity wise Total Abstract of Cost …………….………………………………………………………………………………………….87
CHAPTER VI 6 Annual Action Plan …………………… …………….……………………………………………………………………………………88-90
A Table - Preparatory phase activities capacity building trainings & EPA
B Table - Natural resource management (NRM)
C Table - Production System and micro enterprises
D Table – Consolidation Phase
E Table – Conversunce with Narega
CHAPTER VII 7 Project OutComes …………………… …………….……………………………………………………………………………………91-93
7.1 Graph – Run Off Tapped
7.2 Graph – Increasing of Water Level
7.3 Graph – Hortuclutural
7.4 Graph – Live Stock
7.5 Graph – Average Income Family
CHAPTER VIII 8 Year wise Breckup…………………… …………….……………………………………………………………………………………94-96
A Table - Preparatory phase activities capacity building trainings & EPA
B Table - Natural resource management (NRM)
C Table - Production System and micro enterprises
D Table – Consolidation Phase
E Table – Convergence with MG NREGA & Agri Ext. Department
CHAPTER IX 9 Various GIS Thematic Layer - Data Not Available ………….…………………………………………………………………………
CHAPTER X 10 Details of Entry Point Activity ………….………………………………………………………………………………………………97
PRA Activity
PRA Activity
EPA
EPA
EPA
CHAPTER – I
INTRODUCTION
CHAPTER – 1
1 Introduction :-
Resource degradation has an adverse impact on human welfare. Enhancement of productivity in agriculture and sustainable maintenance of resources have already singnificantly reduced poverty in the country with does of appropriate policies. However, this has not been the case in many areas where resource degradation is taking place. Rural poverty is mostly associated with recurrent occurrences of drought. Poor maintenance and degradation of natural resources. In the recent past, several interventions were made to reduce poverty through drought proof technologies. Serveral patners were involved in designing new methodologies to tackle the various constraints faced in the dry land areas. They included community based watershed management and innovative institutional arrangements to improve productivity and sustainability of the resource base in the degraded areas.
Watershed reduces poverty by generating employment and increasing agricultural productivity. It enhances the water table and the recharging level of ground water which ensures agricultural development. Simultaneously, enhanced reharging of water provides quality drinking water. Watershed development protects the environment through afforestation and increase the resilience of land and water resources.
1.1 Location :-
Rajasthan has become geographically the largest state in India acquiring almost 11% of the total Geographical area of India the geographical area of Rajasthan is 342239 square kilomter. Located at 23º30´ and 30º 11’ North latitude and 69º 29’ and 78º 17’ East longitude. Adjacent to west and northwest to the boundaries of Pakistan, Rajasthan is surrounded by the states of Punjab, Haryana and Uttar Pradesh in north and north east, Uttar Pradesh and Madhya Pradesh, in its east and south east, and by the state of Gujarat in south west.
The Kota district is situated between 23.56 to 25.51 latitude and 75.37 to 76.38 longitude. It is situated at the South East portion of Rajasthan and 245 Km from Jaipur.
1
Sangod block is situated 58 Kms from Kota. This Block is surrounded by two district Baran at East and Jhalawar at South. In Sangod Block IWMP Kota II Project cover the five gram panchayat area. These gram panchayat are Moikala, Bapawarkala,
Laturi, Labaniya & Khadia. There are 11 villages comes under these 5 gram panchayat villages are Moikala, Bapawarkala, Laturi, Latura, Barukhedi, Bhulahedi, Labaniya, Hanumatkheda, Sankheda & Gahukhedi.
1.2 General features of watershed:- The Geological formation in the watershed area are represented by plain slope areas soil clay loam. There are many dug
wells in the watershed area which are dry & water is generally good for drinking purpose. Most of the precipitation falls in the month of July, August & September with very little in winter season. The intensity of rain fall is occasionally very high which causes erosion hazards. The watershed area is characterized as semi & arid climatic zone. The temperature raises from first week of May to first week of June while the lowest temperature reported during month of December. Average annual rainfall of area is 763 mm. & Maximum intensity of rainfall is 100 mm per day. The Maxmium Temperature goes upto 48 degree centi. & minimum temp. 4 degree centigrate.
The IWMP Kota –II Watershed comprises a main nallah flowing with sub drains. It passes through Moikala, Dungarpur, Latura, Laturi & Gahukhedi. villages and finally drained out into the Parvan river . The surface drainage of the area well establish. The soil are fine textured with slow to moderately internal drainage resulting in slow infiltration heavy run off during Manson and consequent erosion hazard.
1.3 Present status of land use & rain water storage :- The entire area except gullies structure, habitations, road & tanks are used for agriculture purpose. There are two principals
cropping seasons viz, Rabi & Kharif. The main crop is through Soyabean but some other crop like Mustered, Urad, Moong, Groundnut, Corriander & Jawar are also grown in some area. Mixed cropping pattern is also common. The farmers there have water facility in their field adopting cash crops like Soyabean & Mustered . However the un irrigated area are mostly single cropped.
In absence of good aquifer the yield of wells is very low, therefore the command of each well is also small. Most of the area is depended upon rainfall & Tube wells in some areas. Due to erratic behavior of the rainfall and persistent famine conditions.
2
The cultivators are not in a position to invest on monetory inputs therefore, use of all improved varieties of seeds is rare. In watershed area 421 ha. pastured land is available but condition of pastured land is very bad. About 90% land is under enchrochment & rest land in barren condition there is no vegetative cover on land. In watershed area horticulture crop is not tradition of the area, this is due to lack of literacy & the irrigation facilities. Some farmers these have tube well, they are integrated in horticultur. Rainfall in this area is erratic in nature and uneven is distribution . Most of the rainfall is not retained in the site (except some village ponds) and flow as run off in the existing drains and ultimately to river.
Table No 1.3.1 :- Basic Project Information :-
Sr.No Name of gram
panchayat Village Tahasil Dist
Area Proposed to be treated
Total Project cost
PIA
1
Name of Project
Khadiya Ghaukhedi Sangod Kota 276
Laturi Sangod Kota 620
Latura Sangod Kota 135 Dungarpur Sangod Kota 630 Barukhedi Sangod Kota 52
2 Laturi
Bhulahedi Sangod Kota 50 Labaniya Sangod Kota 151
Hanuwatkheda Sangod Kota 46 3 Labaniya
Sunkheda Sangod Kota 220 4 Bapawarkalan Bapawarkalan Sangod Kota 1148
5
IWMP
Kota -II
Moikalan Moikalan Sangod Kota 1295
554.41
AEN WD &
SC Sangod
TOTAL 4623
3
Table No 1.3.2 :- Area covered by different Gram Panchayat
Macro No. 8 & 10
Labaniya Moikalan Laturi Bapawarkalan Khadiya
Area in ha 417 1295 1487 1148 276
Diagram - Area Covered by G.P.
0
200
400
600
800
1000
1200
1400
1600
Labaniya Moikalan Laturi Bapaw arkalan Khadiya
Area covered in G.P.
4
1.3.3 Rain water Storage :-
Presently in watershed area 21 Nadis (Talai) are existing . Rain water is tapped by these nadis. These Nadis are not properly not maintain so that water management is required.
Table No 1.3.3 Rain water Storage
S.N. Name of village
No of Nadi Capacity of Nadi (cum) Anicut Khadeen Tanka Check dam Dam Pond
1 Ghaukhedi 1 312 - - - -
2 Laturi 2 1140 - - - - - -
3 Latura 1 1320 - - - - - -
4 Dungarpur 2 1215 - - - - - -
5 Barukhedi 1 105 - - - - - -
6 Bhulahedi 1 517.50 - - - - - -
7 Labaniya 0 0 - - - - - -
8 Hanuwatkheda 1 40 - - - - - -
9 Sunkheda 1 40 - - - - - -
10 Bapawarkalan 7 2136 - - - - - -
11 Moikalan 4 2120 - - - - - -
5
1.4 Soil Erosion : –
Due to be ration of slop / gradient, slow infiltration, lack of vegetative cover & occasionally very high intensity of rainfall
& a heavy rain of occurs during mansoon which results causes sheet, rill, erosion & in some part gully formations.
Project Area is effected by water erosion such that loss of soil fertility take place every year. Production depleting year by
year. It is major problem of watershed
Table No.1.4.1 Erosion status in project Area
Cause Type of erosion
Water erosion Area affected (ha) Run off(mm/ year)
Average soil loss (Tonnes / ha/ year)
A Sheet 3600 300 5400
B Rill 920 300 1840
C Gully 603 300 4824
Sub-Total 12064
Total for project 12064
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1.5 Socio Economic Status :- Economy of farmers of project area is based on cultivation. Due to erosion & scanity of rainfall. economic condition of
M= Male, F=Female, Ch=Children (below 14 years) h. h.=house hold. Indicate only households with main occupation in the case of more than one occupation in a household. Indicate against the occupation with income more than 50%
8
1.5.3 Category wise Households :- 1.5.4 Categorywise Population :-
SC OBC/General ST
IWMP Kota -II 488 1970 191
0
200
400
600
800
1000
1200
1400
1600
1800
2000
SC OBC/General ST
0
2000
4000
6000
8000
10000
12000
SC OBC/General ST
9
SC OBC/General ST IWMP Kota -II 1702 9892 895
1.5.5 Land Holding Pattern in Project area :-
IWMP Kota – II Land holding (ha.) irrigation source wise Sr.
No.
Type of Farmer
House
hold No.
Irrigated (source) Rainfed Total
1 Large Farmer 685 830.75 2679.18 3509.93
2 Small Farmer 399 143 610.84 753.84
3 Marginal Farmer 908 40 320.10 360.10
4 No. of BPL Household 480 4.25 0 0
Total
1018 3605.87 4623.87
1.6 Problem & scope of improvement :–
1.6.1 Occupation
The to the main occupation of the area which is mainly dependent on rains. Day by day rainfall is decreasing. Mostly farmers are cultivated single crop so villages are a engaged about four months in a year in agriculture work and they have to migrate to city. However due to NREGA migration has been come down.
Mostly landless families survive through unauthorized mining at forest land. The forest department punish them too. In this area most of the youths are also addicted to Alcohol, Tobacco, Gutakas, Smoking. Due to these addiction their work efficiency has been decreased.
10
Scope of Improvement -
Following works have been proposed through watershed program so that village community get regular employment after completion of period. During program every work will be done by uges group & they will get labour so that they will have get employment.
Farmers who have sufficient source of water in their field and are marginal especially for Horticulture plantation & Kitchen garden so that they can have extra income through cash crop along with agriculture crops.
Farmers can since be gated source of water in their fields Agro forestry plants will be provided to them of cost to raise there income.
Land less families have been identified according to their interest training will be provided. After training they will get revolving funds from watershed for self employment to raise the Socio economic condition.
Formation of self help group. Get them trained are linkage with banks for self employment.
Un encroachment of available pasture land and developed with the horticulture plantation such as Awala, Boor, Karonda through National Horticulture. It will create the income of Gram Panchayat.
1.6.2. Land
Problem related to Land - 1. Soil erosion due to excessive rainfall in short duration.
2. Reducing yield due to losses at top soil
Scope of Improvement -
Bunding in field and construction of checkdams, wastweir for safe disposal of excessive water & to check the field erosion . To motiviate the farmers for organic manunnring & Vermi compose.
11
1.6.3 Problem related to Crop
Loss production due to improper cultivation. Loss moisture contain in soil. Non practice of improved variety of seed. excessive use of chemical fertilizer. Unawareness of crop potation practices.
Scope of Improvement -
Trained the farmer for proper cultivation practices. Construction of farm ponds and bunding in their fields. Crop demonstration through improved varity of seeds. To trained farmer for organic farming & agro forestry, Kitchen gardening, along with agriculture.
1.6.4. Livestock
Indigenous breeding. Lack of pasture development. Unawareness about health age. Uncontrolled Grazing.
Scope of Improvement -
Improve breed by high breed program. To develop pasture land according to their demand. To organized animal camps regularly for health checkup. To provide them Gross Cutting Machine & Manger. To arrange the training for animal betlorment.
1.6.5. Water Average rainfall of this block 763 mm Rainfall in irregular insufficient. There is no management to store rain water.
Due to black cotton soil has more water holding capacity. So runoff water drained out side the area through Nalles & rivers. Most of the state time water bodies such as Talav, Anicuts have been encroched by local people or it has been sited. Nobody can take
12
care of there water bodies. There is no source of ground water table recharge in this area so water go down day by day.
Due to pressure of increasing population & increase agriculture products farmers used tube well drastically due to which water level go down and whole area comes under dark zone. Presently whole area from March to June every year faces the scarcity of drinking water. During there month water supplied through tankers for villages & animals. In entry point activities each gram sabha has proposed water related works.
Proposed for solving problem –
To P.R.A. with villages and survey the area proposed the water harvesting structures at appropriate place consent with local farmers. To planning for rain harvesting at areable & non areable lands.
Main activities for water harvesting are as follows :-
Areable Land bunding with West weir farm ponds. Non areable land drugout ponds gabion structure. Drainage line Nalla bunding anicuts.
1.7 Project Objectives :- The objectives of the watershed development project will be :
Conservation, development and sustainable management of natural resources including their use.
Enhancement of agriculture productivity and production in sustainable manner.
Restoration of ecological balance in the degraded and fragile rained eco-system by greening these areas through
appropriate mix of trees and shrubs and grasses.
Reduction in regional disparity between irrigated and rainfed areas.
Creation of sustained employment opportunities for the rural community including the landless.
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1.8 Institutional Arrangements :-
1.8.1 State leval nodal agency (SLNA) :-
As per guide line pera no.- 4.4 state Govt. of Rajasthan constituted. State level Nodal agency (SLNA). chairman of SLNA is Additional chief Secretary (development) & member Secretary is Director watershed (CEO).
SLNA
Member secretary Post :- CEO
Designation & Address :- Director watershed development & Soil conservation
Telephone No. :- 0141 - 2227189
Fax No. :- 0141 - 2227858
E - mail :- dir_ wdsc @ dataone.in.
1.8.2 District watershed development unit (DWDU) :-
As per guide line pear no. 4.5 / 29 SLNA appointed District watershed development unit at District level. Project manager of DWDU is XEn watershed at district level.
DETAILS OF DWDU
Designation & Address Project manager DWDU X En. Watershed Kota Telephone 0744 - 2500127
2 Parmanand Nagar 35 M WDT( Agri.) B.sc.(Agri.) Agriculture Agri. Development 8000
3 Beena Sharma 28 F WDT( S.S.) M.A Social Community
Development 8000
4 Mithilesh Sharma 30 M WDT
(Veterinary) L.S.A.
(Diploma) Veterinary
Veterinary Development
8000
15
1.8.5 Watershed Committee (WC) :- Total area of the watershed 4623 ha. Comprise of five Gram Panchayat namely Moikala, Bapawar, Laturi, Khadiya & Labaniya.
A separate watershed committee constituted for each Gram Panchayat. As per circular F 18 (I 38) IWMP / WC 2009-10 / 78-248 Dated 28-4-10 Watershed dept. Directed that watershed committee will be formed on basis of gram panchayat not village level. Gram sabha of each Garam Panchayat constituted users groups, self-help groups and watershed committee.
Designation Name M/F Category Educational qualification
Presidant Mahendrakumar / Kaniyalal Nagar M OBC VIII Secratary Rajendraprasad/Badrilal Ahir M OBC B.A.
Member Narottam/Gopallal Dhobi M SC Saksar
Member Prakashchand/Gobrilal Bhil M ST Saksar
Member Chiterlal/Nandkishor Nagar M OBC Saksar
Member Devlal/Ramchandra Nagar M OBC Saksar
Member Badrilal/Kaniyalal Nagar M OBC Saksar
Member Jagdish/ Badrilal Soni M Gen. Saksar
Member Rajeshbai/Omprakash Mehra F SC Saksar
Member Kaileshbai/Kalyanmal Mehra F SC Saksar
Member Santoshkwar/Lalchandra Bhil F ST Saksar
1 Kota IWMP Kota - II
Moikalan
195 Dt. 23-11-2010
Member Kamleshkumar Goyal M Gen. B.E. Agri
18
CHAPTER – II I – BASIC FEATURES
II – TECHNICAL FEATURES
III – PROBLEMS, DEMAND & SCOPE
FOR COMPREHENSIVE AREA
DEVELOPMENT
CHAPTER – 2
2 Basic Features 2.1 Land Use & Land Classification
Arabel Land Non arable land (community Land)
Govt. Panchayat land Well Irrigated Un 0Irrigated
Temporary Fellow
DLT Pasture Nadi Angor Community
Land
IWMP
Kota - II
1018 2706.28 292 124.41 421 - 61.31
IWMP Kota - II
1018
2706.28
292
124.41 421 061.31
Arabel Land Irrigated
Arabel Land UnIrrigated
Arabel Land Fellow
Non arable land (community Land)Govt. DLTNon arable land (community Land)Panchayat land PastureNon arable land (community Land)Panchayat land Nadi AngorNon arable land (community Land)Panchayat land community land
19
2.2. Agricultural Status :- 2.2.1Crop Productivity Crop details (Kharif)
2.2.2 Net sowing Area :- There is no source of irrigation other then tube wells.
Net sown area (Ha) Sr.no Village Total cultiveted Land
One time Two times Three times
1 Ghaukhedi 234 173.1 60.9 0
2 Laturi 532 416.25 115.75 0
3 Latura 69 52 17 0
4 Dungarpur 472.25 369.5 102.75 0
5 Barukhedi 48.6 38 10.6 0
6 Bhulahedi 48 34 14 0
7 Labaniya 106 93.2 12.8 0
8 Hanuwatkheda 88 79 9 0
9 Sunkheda 93 76 17 0
10 Bapawarkalan 771.65 636.75 134.9 0
11 Moikalan 1453 1154.5 298.5 0
Total 3915.5 3122.3 793.2 0
Result :- Total Area of watershed 4623 ha. Out of this project area only 3915.5 hacter is cultivable land according to revenue records. As per Base line survey of field only 3915.5 ha. area is been shown. Remaining area 707.5 ha. is not been sown because of weaste land, Govt. land, Nalla's Pasture Community Land etc.
Area of Mecro 8 and 10 to be treated in IWMP water shed
Micro no.10/2
Micro no.10/5
Microno.8
23
2.2.4 Comparative Study of Agriculture Productivity for various crops :- 2.2.4.1 Soyabeen Productivity (Kg/Ha) 2.2.4.2 Maize Productivity (Kg/Ha) Botenical Name Glycine Max Botenical Name Zea Maze Origen India Origen India / Africa India Rajasthan Moikalan India Rajasthan Moikalan 1089 1103 1250 1912 1086 1278
2.3 Horticulture Status & Fuel Availability :- There are Eleven Projects of horticulture had been started last year by
agriculture ext. department under Rastriya bagwani mission programme. That is at growing stage not getting economy. In adjoining W/S of DDP
scheme provide horticulture plant to farmers which are full filling there daily needs only. Such that economy or revenue earn is zero. Farmers are full
filling there demand of fuel wood by Babul and it is insufficient. Limited fuel wood available in area. There is no plantation work done to provide fuel
wood at lower cost.
Table 2.3.1 Horticulture & fuel availability
Existing area under horticulture (ha) Existing area under fuel-wood (ha) Existing area under fodder (ha)
Source/ Name of report
Year of reference
Area already under
horticulture
Source/ Name of report
Year of reference
Area already
under fuel-wood
Source/ Name of report
Year of reference
Area under Green Fodder
Villagers by Horticulture Dept.
2009-10 29.84 ha. By Villagers 2009-10 40 ha. By Revenue
Record 2009-10 40 ha.
25
2.4 Live stock status :- In the Moikalan IWMP project, there are 589 cows, 747 buffalos, 657goats, 83 sheeps, 16 bullock. Mainly
cows & buffaloes are of local breeds like Desi & Surti, Murra respectively. Availability of surface water, fodder and pasture for these animals reducing
day by day. Less number of animals survive by eating crop reduces. No permanent pasture is there. Milk production is low in area. Insufficient
production of milk leads poor health to children.
Table 2.4.1 Live stock status Buffalo Cow Goat Sr.no.
2.6 Other infrastructure facility available : - IWMP Kota - II watershed is well connected with tahasil Sangod. All villages connected with tar / Gravel roads & electricity. All villages have primary & middle schools. All villages have primary health centre with insufficient staff at Nearest bank & post office is at Gram Panchayat Head Quarter. Private & State transport facility to the villages as there is only five private bus from Sangod.
Other infrastructure facility available Facilities available
2.II.1 Revenue Map :- Revenue maps is based on scale 1 : 4000. Revenue records like khasra maps, khasra list has been collected and printed. All records are available at PIA level. Ridge line & contour line has been marked by SRSAC.
2.II.2 Topo Maps / Maps with drainage line :- Revenue maps traced on plastic sheets and scanned by SRSAC. SRSAC marked all topography, D.L.T. It has been attached to DPR annexure.
2.II.3 Ground Water Status
Tubewell Openwell
Name of village No
Water Level
(in Dec. Mtrs.) No
Water Level
Gahunkhedi 48 92 41
Bhulahedi 23 90 11
Brukhedi 15 77 5
Latura 21 74 14
Laturi 101 76 81
Dungarpur 96 75 58
Moikalan 152 75 81
Bapawarkalan 125 77 49
Labaniya 49 74 20
Hanuwatkheda 19 93 18
Sunkeda 14 91 17
DRY
36
2.II.4 Slope Details :- Slope of watershed area (As per Contractors has been marked by SRSAC) :-
TOTAL 417 2 Bapawarkalan 1148 276 261 15 1240 1.21
TOTAL 1148 It is average slope Maximum slope identified is 2.67 % in micro no 5. There is area shown slope more then 3% in table 2.16.2
Area shown in table more then 3% slope
Micro no Total Area Slope <3% Slope>3% Location of land having more then 3% slope
6 3558 3558 0 0
5 417 417 0 0
2 1148 1148 0 0
Total Area 4623 4623 0 0
37
2.II.5 Available surface runoff :- Available surface runoff Based on average rainfall :- It has been calculated on the basis of Streng's table . Maximum rain fall intensity of area is 12 cm/hr. Total monsoon rainfall 685 mm. per year
Table 2.II.5.1 Total runoff available
Micro no Area % of runoff to
rainfall Yield of runoff from
catchments per ha.(cum.) Total runoff available Type of catchments
2 1148 2.39 1639 44969 Good 5 417 2.39 1639 16334 Good 6 3058 2.39 1639 119788 Good
Total 181091 Run off tapped in existing structure :-
Table 2.II.5.2
Micro no Existing structure
Catchment Area
% of runoff to rainfall
yield of runoff from catchment per ha.(cum.)
Total runoff to be tapped in existing
structure
Type of catchment
Submergence area
average depth (mtr.)
Capacity of structure
Net runoff tapped in existing structure
Westweir Required
Nadi no 1 15 2.39 1639 587 Good 450 3 1350 1350 No
Nadi no 2 3 2.39 1639
113 Good 100 1 100 100 No
Nadi no 3 2 2.39 1639
75 Good 20 3 60 60 No
Nadi no 4 3 2.39 1639
113 Good 95 1.5 142.5 143 No
Nadi no 5 10.5 2.39 1639
397 Good 180 2 360 360 No
Nadi no 6 6 2.39 1639
227 Good 60 1 60 60 Existing
2
Nadi no 7 4 2.39 1639
151 Good 63 1 63 63 Existing
Total 2135.5
Nadi no 1 10 2.39 1639
378 Good 20 2 40 40 Proposed
5 Nadi no 2 3
2.39 1639 113 Good 20 2 40 40
Proposed
Total 80
Nadi no 1 20 2.39 1639
757 Good 156 2 312 312 Proposed
Nadi no 2 20 2.39 1639
757 Good 345 1.5 517.5 517.5 Proposed
Nadi no 3 8 2.39 1639
313 Good 70 1.5 105 105 Proposed
Nadi no 4 64 2.39 1639
2507 Good 660 2 1320 1320 Proposed
Nadi no 5 12.5 2.39 1639
489 Good 400 2 800 457 No
Nadi no 6 40 2.39 1639
1566 Good 170 2 340 340 Proposed
Nadi no 7 203 2.39 1639
7951 Good 800 1.5 1200 1200 Proposed
Nadi no 8 20 2.39 1639
783 Good 15 1 15 15 Existing
Nadi no 9 6 2.39 1639
235 Good 15 1 15 15 Proposed
Nadi no 10 64 2.39 1639
2507 Good 150 1.5 225 225 Existing
Nadi no 11 45 2.39 1639
1765 Good 240 2 480 480 Proposed
6
Nadi no 12 125 2.39 1639
4896 Good 700 2 1400 1400 Existing
Total 6387
Balance Run off :- Table 2.II.5.3
Micro No Total available run off Net tapped Runoff Balance Run off
Total 818091 8602 172488.50 We have to design water shed work to check balance runoff by making Earthen bund, Gabiyan Structures,& Anicuts in NRM activity.
4.5. Name of Work – Dug well Recharge Structure based on GBSR 2011
Details and Abstract of Cost S.No Name of Item Nos. Lengths (Mtrs) Width
(Mtrs)
Height /
Depth
(Mtrs)
Total
Quantum
Rate Amt.
Earthwork in excavation in pit for hard kinds of
Soil.
2.2 1.7 1.8 6.73 Cum 1
Trench for Pipe
1
6 0.5 1.55 4.65 Cum
Total 11.38 Cum 92 1046.96
2 P.V.C. Pipe 160mm dia 1 6 6.00mtr
Total 6.00mtr 200 1200
2 2.2 - 1.8 7.92 Sq.m
2 - 1.5 1.8 5.40 Sq.m
1 - 1.5 1.5 2.25 Sq.m
3 Half brick masonry in Cement Mortar 1:6
Total 15.57 Sq.m 265 4126.05
4 Locally available boulder required for filling in
pit
2 1.5 0.4 1.20 Cum 576 691.2
5 Locally available gravel required for filling in
pit
2 1.5 0.3 0.90 Cum 199 179.1
6 Coarse sand required for filling in pit 2 1.5 0.3 0.90 Cum 693 623.7
7 20 mm thick cement plaster in 1:6 required for
the walls of the pit
10 (perimeter of
pit)
1.5 15 Sq.m 87 1305
Total 9172.01
Containgency 3% 275.46
Total 9447
Say 9500
59
Drawing
2.20
1.70
Drawing
2.20
Sand 0.30 1.70
Graval '0.30
Boulder 0.40 X Section
Dugwell Recharge
60
1.30 1.50
0.60
4.6 Name of Work - Construction of Gavioun Checkdame S.No Particulars No Length Width, m Height, m Quantity
M3 Rate * Rs. Per M3
Amount Rs
1 Dag Belling 5 Cm to 7.5 Cm 2 8.00 16.00 0.33 5.28
2 Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.
1 8.00 1.80 0.90 12.96 92.00 1192.32
3 Dry Stone mesonery in Foundation & upto Plinth 1 8.00 1.80 0.90 12.96
1 8.00 1.20 0.30 2.88
1 8.00 0.90 0.30 2.16
18.00 950.00 17100.00
4 4 MM thick GI Wire Gavioun Jali (15 * 15 CM) with IS Code binding
1 8.00 1.80 14.40
1 8.00 1.20 9.60
1 8.00 0.90 7.20
2 8.00 1.00 16.00
47.20 69.70 3289.84
5 50 MM thick Cement Concret 1:2:4 mixed with 12 MM aggregate size
1 8.00 0.30 2.40
1 8.00 0.30 2.40
1 8.00 0.90 7.20
12.00 177.00 2124.00
Sub Total 23711.44
Say 24000.00
61
62
63
4.8 Name of Work -Construction of Anicut Gram_ G.P. Length 15.00 Mtr. Height 1.90 Location - Item No. Of GKN-10
S.No. Item No. L B H Qty. Amount Labour Component
1 Earth work in excavation in
foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.
(a) Ordinary Rock HW 1x15x(3+0.45)x2.5 129.375 cu.m L 68 COT 0.000 cu.m Total- 68 SideWall with DS 2x7.8x1x2.5 39.000 cu.m WW-US-1 1x2.4x1x2.5 6.000 cu.m WW-US-2 1x2.4x1x2.5 6.000 cu.m WW-DS-1 1x2.4x0.9x1.2 2.592 cu.m WW-DS-2 1x2.4x0.9x1.2 2.592 cu.m HWE 2x3.3x1.41x(3.7+1.9) 52.114 cu.m HWE-2 0x2.1x0.9x0.9 0.000 cu.m Apron 1x15x4.8x0 0.000 cu.m TW 1x15x0.6x1.02 9.180 cu.m Hard soil Total 246.853 cu.m Labour @ Rs. 92 Cu.m. Labour 22710.48 @Rs. 92 Cu.m. Rs. 22710.48 122 2 Providing and laying cement
concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.
Total- 146 WW-US-2 1x2.4x[(3.23+3.23)/2] 7.752 Sq.m. WW-DS-1 1x2.4x[(3.23+1.2)/2] 5.316 Sq.m. WW-DS-2 1x2.4x[(3.23+1.2)/2] 5.316 Sq.m. TW 2x15x0.45 13.500 Sq.m. HWE-2 2x0x2.1x0.6 0.000 Sq.m. Total 232.989 Sq.m. Labour @ Rs. 67.90 Sq.m. Labour 15819.95 @Rs. 146.00 Sq.m. Rs. 34016.39 6 Earth Filling including watering ramming consolidation and dressing complete including al Other-L
85 Deduction as per item No.1 -246.853 Cu.m.
Total- 85 Filling in between US & DS W.Walls 2x[7.8+(7.8+2.4)]/2x2.0784x3.23 120.838 Cu.m. Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m. Total -25.233 Cu.m. Labour @ Rs. 85.00 Cu.m. Labour 0.00 @Rs. 85.00 Cu.m. Rs. 0.00 123 7 Providing and laying cement concrete including curing compaction etc complete using stone
aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.
Total- 2710 SideWall with DS 2x7.8x0.45x0.05 0.351 cu.m Apron 15x4.8x0.15 10.800 cu.m TW 15x0.45x0.1 0.675 cu.m HWE 2x3.3x0.45x0.05 0.149 cu.m HWE-2 0x2.1x0.45x0.05 0.000 cu.m Total 13.391 cu.m. Labour @ Rs. 316.3 Cu.m. Labour 4235.57 @Rs. 2710 Cu.m. Rs. 36289.61 8 Supply & Spreading quary rubbish under pitching (Item No.-85) Other-L
18 25x2.019x0.10 5.048 cu.m
Total- 199 25x2.019x0.10 5.048 cu.m
Total 10.095 cu.m Labour @ Rs. 18.00 Cu.m. Labour 181.71 @Rs. 199.00 Cu.m. Rs. 2008.91 9 Random rubble stone kharanja under floor in CM 1:6 as per GKN Rates Apron 15x4.8 72.000 Sqm Other-L
108.2 Total 72.000 Sqm
Total- 319 Labour @ Rs. 108.20 sqm Labour 7790.40 @Rs. 319.00 sqm Rs. 22968.00 10 Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S
Side with all lead & lift 1x15x0.45x2.5 16.875 cum Other-L
100
Total- 200 Total 16.875 cum Labour @ Rs. 100.00 Cu.m. Labour 1687.50 @Rs. 200.00 Cu.m. Rs. 3375.00 11 RR Dry Stone Pitching of Course Rubble 25x2.02 x 0.23 11.615 cum Other-L
174.75 25x2.02 x 0.23 11.615 cum
Total- 839 Total 23.230 cum
Labour @ Rs. 174.75 Cu.m. Labour 4059.44 @Rs. 839.00 Cu.m. Rs. 19489.97
total 605428.79 3%contigence 18162.8637 G total 623591.65 say 625000.00 Note - 1-Foundation depth should not be more than 2.50 Mtr.
2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.
3 Cost of Plants (as per market) 277 20.00 No 0.00 5540.00 5540.00
BSR dz-l a- 176 4 Transportation of Plant at site by labour 277 0.17 No 47.09 0.00 47.09
BSR dz-l a- 113 5 Plantation of Plant 277 2.20 No 609.40 0.00 609.40
BSR dz-l a- 115 6 Dewatering of water 6648 1.30 No 8642.40 0.00 8642.40
BSR dz-l a- 117 7 Construction of Thavla (12 time) 3324 1.30 No 4321.20 0.00 4321.20
BSR dz-l a- 116 8 Nirai Gudai of Plant (12 times) 3324 0.90 No 2991.60 0.00 2991.60
BSR dz-l a- 9 Spriding of Chemical on plant 1 800.00 Ha 0.00 800.00 800.00
PWD BSR
H1/1.2.3 10 Cost of vermi compost 55.4 4.00 Kg 0.00 221.60 221.60
BSR dz-l a- 177 11 Transportation of Plant 277 0.297 No 0.00 82.27 82.27
Total 32494.87 6643.87 39138.74
Containgency 3% 974.8461 199.3161 1174.1622
Grand Total 33469.72 6843.19 40312.90
Say 33500 6800 40300
79
Name of work - Laying of water supply Pipe line work
Gram - Gram Panchayat -
1 100 100
BSR dz-l a- S.No Item L W h qty Unit Rate Labour Mat Total
PWD BSR
ELCT.I-E260522
1
Providing of HDPE pipe ISI mark for water supply with required fitting Horizontal Installation 50mm O D 4 kg per cm2
100 0 0 100 Mt 45.9 0 4590 4590
BSR dz-l a- 2¼c½ 2
Earth work tranches in hard soil for pipe line etc.
100 0.00 0.00 100 Mt 85 8500 0 8500
PWD BSR H-3/1.10.3
3
Supply of PVC hose pipe of different size at store including transportation etc. complete 25mm dia.
100 0 0 100 Mt 39.6 0 3960 3960
Total 8500.00 8550.00 17050.00
Contaigency 3% 255.00 256.50 511.50
Grand Totla 8755.00 8806.50 17561.50
Say 8800.00 8800.00 17600.00
80
TW + Motor
Name of Work :- Construction of 150mm dia Sandy / rocky area Tubewell Bore & Motor Fitting Gram - G.P.-
S.No. Particulars Qty. unit Rate per Amount
I-Plain Area
PWD BSR S-4/I-4.2.3
1 Construction of T.W. up to 100 mtr. Depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following size in all type of soil and over burden inclg. Lowering of casing pipe as per IS:2800 (Part I & Ii) 1979 specification. The work should be completed after obtaining sand free water. The Tubewell should have a throughout bore as per nominal dia of casing pipe size. 150 mm dia nominal bore 125 mt.
472.5 59062.5
PWD BSR S-4/I-4.5.3
2 Supplying of ERW M.S. black casing pipe ISI Marked (IS:4270/1992) of grade Fe 410 at site of work nominal bore 150 mm dia outside dia of pipe 168.3 mm thick ness of pipe 5mm.
30 mt. 841.5 25245
PWD BSR S-4/I-4.8.3
3 S&F of Tubewell cover of M.S. sheet 6 mm thick with nut bolt complete for casing size 150 mm dia over casing pipe at site of work
1 no. 207.9 207.9
PWD BSR S-4/I-4.9
4 S & F MS clamp set of 50 x 6 mm flat from iron with nuts & bolts etc. For holding the riser pipe assembly of submersible pump set at site of work
1 no. 198 198
PWD BSR
ELCT.I-E260514
5- Providing & Lowering of 75 mm dia HDPE Pipe 6 Kg/- cm class B ISI marked including all assessories and fittings including cost of MS Socket at site of work
70 mt. 130.5 9135
81
PWD BSR H-3/I-1.11.4
Supplying and Installation of submersible pumping motor pump sets. I.S.I. Marked (IS:8034 – 1989) of approved make K.S.B. KIRLOSKAR, CALAMA, TEXMO, CRI, MBH making connection suitable for T.W./D.CB./open well. The job includes screwing and welding of flanges on G.I. riser pipes, Installation of complete fitting and accessories with riser pipes, jointing of electrical cables and other connections making switch board electrical connections, all labour for testing of submersible pump set and supply of water to water mains, complete in all respect.
6
3 HP (Single phase) Stage 10 1 no. 18630 18630 Electric Accessories ( Including wire) a) Switch board (400/-) complete in all respect With 0
Size 4’ x 2.5’ x3’, Ht.from G.L. up to bottom of box 3.5’, Size of angle 50x50x5 mm fixing of box in ground in C.C. 1:2:4 pit size 1’ x 1’ x2’ M.S. sheet gauge-16
8
1 set 2500 2500 TOTAL Rs. 127522.15 Net Rs. 127522.2 Add. 3% Cont. Rs. 3825.66 G.Total Rs. 131347.8
Say Rs. 131000.00 82
MODEL ESTIMATE
Total Dairy farmers 70
No. of adult animals No. of calves No. of Cattle to be catered by one fodder bank.
100 50 Total 150
Fodder requirement per day (10kg dry fodder for adult and 4kg for calf).
1000 kg( per Day )+500 kg( per Day )= 1500 Kg
Fodder requirement for 180 days. 2700 quintal Fodder come from community land 15 hec *150=2250 quintal Cost of cultivation for fodder production (See table no. 34.2.1)
72,500 Rs
2700-2250=450 quintal
4.11 Fodder Bank A
Remaining requirement for 120 days Total Cost Avg. procurement rate in harvesting season, Rs.600 per Qt. including transportation Net Cost of Fodder Production (cost of cultivation + Cost of procurement)
600*450= Rs.2,70,000/- 3,42,500
B Area development for fodder bank Land required Approx. 3000 m2
(preferably land will be allotted by Gram Panchayat @ Rs.600 per month)
Rs 7200
C Total Cost for Fodder bank (1year) (A+B)
Rs. 3,49,700/-
Cost of cultivation for fodder production S.No Cost Detail Unit cost
1 Cost for tillage 4.5 hour*15 hec*400 Rs=27000 Rs
2 2. Cost for seed 12 kg seed *15 hec *100=18000 Rs
3 3. Cost for fertilizer 10,000 Rs
4 4. Cost for irrigation 10,000 Rs
5 5. Depreciation cost of C1. (5%) 7500 Rs
Total cost for 15 hec Rs. 72,500
83
Initial investment for fodder bank
A. Total Cost for Fodder bank (1year)
(A+B+D) Rs. 3,49,700/-
B.
C1.Fencing + Weighing machine + Small shed + Other tools. Rs.1,50,000
C. Required labour for fodder bank management
(2 person @2000 per month for each) Rs.48,000
D. Total initial cost Rs.5,47,700
Revenue and return Details.
S. No Return Details Cost (in Rs.)
1 Cost of fodder Per Kg = 3,49,700/270000
1.30 Rs/kg
2. Selling Price of Fodder Rs 2 /Kg
3. Net selling Price Rs. 5,40,000
4. Net Profit Rs 1,90,300
84
4.12 Storage Unit of Onion / Garlic
Estmiate for Onion storage of Capacity 25mt
S.No Description Total Qty Rate Unit Amt.
1 Excavation for foundation 3.888 L.S. Cum 800.00
2 PCC 1:4:8 in faoundation 0.729 2520 Cum 1837.00
3 RCC 1:2:4 for columns 2.339 3300 Cum 7718.00
4 Nomial Reinforcement to columns 320 35 Kg 11200.00
5 Structural Steel Works 1200 40 Kg 48000.00
6 A / C Sheet Roofing 83.2 200 Sqm 16640.00
7 A / C Sheet Ridge 12 125 RMT 1500.00
8 2" Dia 1 /2 Bamboo Strips @ 3" C / C 3.25 3600 Cum 11700.00
Total 99395.00
85
86
CHAPTER –V ACTIVITY WISE TOTAL ABSTRACT OF COST
CHAPTER –VI
ANNUAL ACTION PLAN
CHAPTER –VII
PROJECT OUT COMES
Project outcomes
7.1 Run Off Tapepd 7.2 Increaseing of Water Level Moikalan IWMP Moikalan IWMP
Run of Tapped Water Level
At bigining After
treatment At bigining After treatment Tapped
Run Off 8602 70000
Tapped Run Off
80 70
91
Project Outcomes
7.3 Horticular Moikalan IWMP
Area Graph
At bigining After treatment Horti. Area (ha)
11 23
92
92
Project outcomes Project outcomes 7.4 Milk Production (Live Stock) 7.5 Average Income Per Family
Moikalan IWMP Moikalan
IWMP
Milk Income
At bigining After treatment At bigining After
treatment Ltr./ Year 3229.7 3500
Rs./ Month 1200 2000
93
CHAPTER –VIII
YEAR WISE BRECKUP
94
CHAPTER –IX
Various GIS Thematic Layers
(Data not available)
CHAPTER –X
Entry Point Activities
10 Details of Entry Point Activity :-
Entry Point Activity :- IWMP Kota - II (Moikalan)
Gram Panchayat Village Activity (As per Gram Sabha Demand) Expected Outcome
Laturi,
Solar Light, Hand Pump Installation, Water Tank (GLR)
Villages are Happy & Trust to Our Project Activities
Latura
Solar Light, Hand Pump Installation, Water Tank (GLR)
Villages are Happy & Trust to Our Project Activities
Dungarpur Solar Light, Hand Pump Installation, Villages are Happy & Trust to Our Project
Activities
Barukhedi
Solar Light, Hand Pump Installation, Water Tank (GLR)
Villages are Happy & Trust to Our Project Activities
Laturi
Bhulaheri Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project
Activities
Labaniya Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project
Activities
Hanuwatkheda Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project
Activities Labaniya
Sunkheda
Solar Light, Hand Pump Installation, Tank (GLR)
Villages are Happy & Trust to Our Project Activities
Bapawarkalan Bapawarkalan Solar Light, Hand Pump Installation, Water
Tank (GLR) Villages are Happy & Trust to Our Project
Activities
Khadiya Gahukheri Solar Light, Hand Pump Installation, Water
Tank (GLR) Villages are Happy & Trust to Our Project
Activities
Moikalan Moikalan Solar Light, Hand Pump Installation Villages are Happy & Trust to Our Project