pradhan mantri krishi sinchayee yojana (pmksy) district ... · annexure-i annual action plan (har...

Pradhan Mantri Krishi Sinchayee Yojana (PMKSY)

DISTRICT IRRIGATION PLAN WOKHA

Government of Nagaland

Prepared by: Department of Irrigation & Flood Control Nagaland

Sponsored by Department of Agriculture, Cooperation & Farmers Welfare

Government of India

i

TABLE OF CONTENT

PRADHAN MANTRI KRISHI SINCHAYEE YOJANA (PMKSY)

Introduction

Chapter- 1 General Information of the District

1.1 District Profile 9

1.2 Demography 10

1.3 Biomass and Livestock 11 – 13

1.4 Agro-Ecology, Climate, hydrology & Topography 13 – 17

1.5 Soil Profile 17 – 20

1.6 Soil Erosion and Runoff Status 20 – 22

1.7 Land-use Classification 22 - 23

Chapter- 2 District Water profile 23 - 29

2.1 Area Wise, Crop Wise Irrigation Status 32 – 37

2.2 Production and Productivity of Major Crops 38 – 40

2.3 Irrigation based classification 41

Chapter- 3 Water Availability

3.1 Season Wise Water Availability 42

3.2 Status of Ground Water Availability 43

3.3 Status of Command Area 44

3.4 Existing Type of Irrigation 45 - 48

ii

Chapter- 4 Water Requirement and Demand

4.1 Domestic Water Demand 49 – 52

4.2 Crop Water Demand 52 – 55

4.3 Livestock Water Demand 55 – 57

4.4 Industrial Water Demand 58

4.5 Water Demand for Power Generation 58

4.6 Water Demand of the District for various sector (Projected 2020) 59 – 60

4.7 Water Budget 61– 62

Chapter -5 Strategic Action plan

5.1 Methodology 63 – 64

5.2 Prioritization of Blocks and activity for Strategic Planning 64 - 75

Annexure-I Annual Action Plan (Har Khet Ko Pani) for the District During 2016-17

Annexure-II Strategic action plan for Convergence

Annexure-III Five Year Plan (Har Khet Ko Pani) for the District

Annexure-IV Five Year Plan (PMKSY Watershed Development) for the District

iii

LIST OF TABLES

PARTICULARS Pg. No.

Table 1.1 District Profile 10

Table 1.2 Demography 11

Table 1.3 Bio-Mass and Livestock 14

Table 1.3.1 Water consumption by different category of Livestock 16

Table 1.4 Agro-Ecology, Climate, Hydrology and Topography 17

Table 1.5 Soil Profile 20

Table 1.6 Soil Erosion and Runoff Status 21

Table 1.7 Land Use Classification 27

Table 2.1 Area Wise, Crop Wise Irrigation Status 30

Table 2.2 Production and Productivity of Major Crops 35

Table 2.3 Irrigation based classification 37

Table 3.1 Season Wise Water Availability 38

Table 3.2 Status of Ground Water Availability 40

Table 3.3 Status of Command Area 40

Table 3.4 Existing Type of Irrigation 41

Table 4.1 Domestic Water Demand 46

Table 4.2 Crop Water Demand 51

Table 4.3 Livestock Water Demand 53

Table 4.4 Industrial Water Demand 55

Table 4.5 Water demand for Power generation 55

Table 4.6 Water Demand of the district for various sectors (Projected 2020) 56

Table 4.7 Water Budget 58

Table 5.1 Strategic Action Plan in District under PMKSY 62

iv

List of Maps

Location map of the District

Watershed Map of the District

Drainage Map of the District

Land Use Map of the District

Soil Type of the District

Catchment Map of the District

Annual Action Plan Map of the District

1

INTRODUCTION

he objective of PMKSY is to achieve convergence of investments in irrigation at the field level, expand cultivable area under assured

irrigation, improve on-farm water use efficiency to reduce wastage of water, enhance the adoption of precision-irrigation and other

water saving technologies (More crop per drop), enhance recharge of aquifers and introduce sustainable water conservation practices

by exploring the feasibility of reusing treated municipal waste water for peri-urban agriculture and attract greater private investment

in precision irrigation system.

PMKSY has been conceived amalgamating ongoing schemes viz. Accelerated Irrigation Benefit Programme (AIBP) of the Ministry of

Water Resources, River Development & Ganga Rejuvenation (MoWR,RD&GR), Integrated Watershed Management Programme (IWMP) of

Department of Land Resources (DoLR) and the On Farm Water Management (OFWM) of Department of Agriculture and Cooperation (DAC).

The scheme will be implemented by Ministry of Agriculture, Water Resources and Rural Development. Ministry of Rural Development is to

mainly undertake rain water conservation, construction of farm pond, water harvesting structures, small check dams and contour bunding

etc. MoWR, RD&GR, is to undertake various measures for creation of assured irrigation source, construction of diversion canals, field

channels, water diversion/lift irrigation, including development of water distribution systems. Ministry of Agriculture will promote efficient

water conveyance and precision water application devices like drips, sprinklers, pivots, rain-guns in the farm “(Jal Sinchan)”, construction of

micro-irrigation structures to supplement source creation activities, extension activities for promotion of scientific moisture conservation

and agronomic measures.

T

2

Programme architecture of PMKSY will be to adopt a ‘decentralized State level planning and projected execution’ structure that

will allow States to draw up their own irrigation development plans based on District Irrigation Plan (DIP) and State Irrigation Plan (SIP). It

will be operative as convergence platform for all water sector activities including drinking water & sanitation, MGNREGA, application of

science & technology etc., through comprehensive plan. State Level Sanctioning Committee (SLSC) chaired by the Chief Secretary of the

State with the authority to oversee its implementation and sanction of projects.

The programme will be supervised and monitored by an Inter-Ministerial National Steering Committee (NSC) and will be

constituted under the Chairmanship of Prime Minister with Union Ministers from concerned Ministries. A National Executive Committee

(NEC) constituted under the Chairmanship of Vice Chairman, NITI Aayog to oversee programme implementation, allocation of resources,

inter-ministerial coordination, monitoring & performance assessment, addressing administrative issues etc.

Components and responsible Ministries/ Departments

1. AIBP by MoWR, RD & GR to focus on faster completion of ongoing Major and Medium Irrigation including National Projects.

2. PMKSY (Har Khet ko Pani) by MoWR, RD & GR Creation of new water sources through Minor Irrigation (both surface and ground water).

Repair, Restoration and Renovation of water bodies; strengthening carrying capacity of traditional water sources, construction of rain

water harvesting structurSes (Jal Sanchay); Command area development, strengthening and creation of distribution network from

source to the farm.

Improvement in water management and distribution system for water bodies to take advantage of available source, which is

not utilised to its fullest capacity (deriving benefits from low hanging fruits). At least 10% of the command area to be under

micro/precision irrigation.

Diversion of water from source of different location where it is plenty to nearby water scarce areas, lift irrigation from water

bodies/rivers at lower elevation to supplement requirements beyond IWMP and MGNREGS irrespective of irrigation command.

Creation and rejuvenation of traditional water storage systems at feasible locations.

3

3. PMKSY (Watershed) by Dept. of Land Resources, MoRD Water harvesting structures such as check dams, nallah bund, farm ponds,

tanks etc.

Capacity building, entry point activities, ridge area treatment, drainage line treatment, soil and moisture conservation, nursery

raising, afforestation, horticulture, pasture development, livelihood activities for the asset-less persons and production system

& microenterprises for small and marginal farmers etc.

Effective rainfall management like field bunding, contour bunding/trenching, staggered trenching, land levelling, mulching etc.

4. PMKSY (Per drop more crop) by Dept. of Agriculture & Cooperation, MoA Programme management, preparation of State/District

Irrigation Plan, approval of annual action plan, Monitoring etc. Promoting efficient water conveyance and precision water application

devices like drips, sprinklers, pivots, rain-guns in the farm (Jal Sinchan). Topping up of input cost particularly under civil construction

beyond permissible limit (40%), under MGNREGS for activities like lining inlet, outlet, silt traps distribution system etc.

Construction of micro irrigation structures to supplement source creation activities including tube wells and dug wells (in areas

where ground water is available and not under semi critical /critical /over exploited category of development) which are not

supported under PMKSY (WR), PMKSY (Watershed) and MGNREGS.

Secondary storage structures at tail end of canal system to store water when available in abundance (rainy season) or from

perennial sources like streams for use during dry periods through effective on-farm water management Water lifting devices

like diesel/ electric/ solar pump-sets including water carriage pipes.

Extension activities for promotion of scientific moisture conservation and agronomic measures including cropping alignment to

maximise use of available water including rainfall and minimise irrigation requirement (Jal Sarankchan)

Capacity building, training for encouraging potential use water source through technological, agronomic and management

practices including community irrigation.

Awareness campaign on water saving technologies, practices, programmes etc. organisation of workshops, conferences,

publication of booklets, pamphlets, success stories, documentary, advertisements etc.

4

Improved/innovative distribution system like pipe and box outlet system with controlled outlet and other activities of enhancing

water use efficiency.

District Irrigation Plans (DIPs)

District Irrigation Plan (DIP) shall be the cornerstone for planning and implementation of PMKSY. DIP will identify the gaps in

irrigation infrastructure after taking into consideration the District Agriculture Plans (DAPs) already prepared for Rashtriya Krishi Vikas

Yojana (RKVY) vis-à-vis irrigation infrastructure currently available and resources that would be added during XII Plan from other ongoing

schemes (both State and Central), like Mahatma Gandhi National Rural Employment Guarantee Scheme(MGNREGS), Rashtriya Krishi Vikash

Yojana (RKVY), Rural Infrastructure Development Fund (RIDF), Member of Parliament Local Area Development (MPLAD) Scheme, Member

of Legislative Assembly Local Area Development (MLALAD) Scheme, Local body funds etc. The gaps identified under Strategic Research and

Extension Plan (SREGP) is used in preparation of DIP.

DIPs will present holistic irrigation development perspective of the district outlining medium to long term development plans

integrating three components viz. water sources, distribution network and water use applications incorporating all usage of water like

drinking & domestic use, irrigation and industry. Preparation of DIP will be taken up as joint exercise of all participating departments. DIP

will form the compendium of all existing and proposed water resource network system in the district.

The DIP is prepared at two levels, the block and the district. Keeping in view the convenience of map preparation and data

collection, the work would be primarily done at block level. Block wise irrigation plan is prepared depending on the available and potential

water resources and water requirement for agriculture sector prioritising the activities based on socio-economic and location specific

requirement. Planning is made based on basin/sub basin level; the comprehensive irrigation plan may cover more than one district. The

activities identified in the basin/sub-basin plan can be further segregated into district/block level action plans. Use of satellite imagery,

topo-sheets and available data base is appropriately utilised for developing irrigation plans at least on pilot basis to begin with and

subsequently extended to all projects.

5

Background.

Hon’ble President in his address to the joint Session of the Parliament of 16th Lok Sabha indicated that “Each drop of water is

precious. Government is committed to giving high priority to water security. It will complete the long pending irrigation projects on priority

and launch the ‘Pradhan Mantri Krishi Sinchayee Yojana’ with the motto of ‘Har Khet Ko Paani’.There is a need for seriously considering all

options including linking of rivers, where feasible; for ensuring optimal use of our water resources to prevent the recurrence of floods and

drought. By harnessing rain water through ‘Jal Sanchay’ and ‘Jal Sinchan’, we will nurture water conservation and ground water recharge.

Micro irrigation will be to ensure ‘Per drop-More crop’. Out of about 141 MHa of net area sown in the country, about 65 million hectare (or

45%) is presently covered under irrigation. Substantial dependency on rainfall makes cultivation in unirrigated areas a high risk, less

productive profession. Empirical evidences suggest that assured or protective irrigation encourages farmers to invest more in farming

technology and inputs leading to productivity enhancement and increased farm income. The overreaching vision of Pradhan Mantri Krishi

Sinchayee Yojana (PMKSY) will be to ensure access to some means of protective irrigation to all agricultural farms in the country, to

produce ‘per drop more crop’, thus bringing much desired rural prosperity.

Vision

To use the available water resources in the district to the maximum potential in an efficient way catering to the basic needs of every

living being and enhancing the livelihoods of rural population to the maximum extent thus alleviating poverty in a sustainable way without

compromising the interests of future generations.

Objective

The objectives of PMKSY will be:-

a) Achieve convergence of investments in irrigation at the field level (preparation of district level and, if required, sub district level water

use plans).

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b) Enhance the physical access of water on the farm and expand cultivable area under assured irrigation (Har Khet ko pani).

c) Integration of water source, distribution and its efficient use, to make best use of water through appropriate technologies and

practices.

d) Improve on-farm water use efficiency to reduce wastage and increase availability both in duration and in extent.

e) Enhance the adoption of precision-irrigation and other water saving technologies (More crop per drop).

f) Enhance recharge of aquifers and introduce sustainable water conservation practices.

g) Ensure the integrated development of rain-fed areas using the watershed approach towards soil and water conservation, regeneration

of ground water, arresting runoff, providing livelihood options and other NRM activities.

h) Promote extension activities relating to water harvesting, water management and crop alignment for farmers and grass root level field

functionaries.

i) Explore the feasibility of reusing treated municipal wastewater for peri-urban agriculture.

j) Attract greater private investments in irrigation. This will in turn increase agricultural production and productivity and enhance farm

income.

Strategy /approach

To achieve above objectives in the District, the DIP will strategize by focussing on end-to end solution in irrigation supply chain, viz.

water sources, distribution network, efficient farm level applications, extension services on new technologies & information etc. Broadly,

Dip will focus on:-

a) Creation of new water sources; repair, restoration and renovation of defunct water sources; construction of water harvesting

structures, secondary & micro storage, groundwater development, enhancing potentials of traditional water bodies at village level .

b) Developing/augmenting distribution network where irrigation sources (both assured and protective) are available or created;

7

c) Promotion of scientific moisture conservation and run off control measures to improve ground water recharge so as to create

opportunities for farmer to access recharged water through shallow tube/dug wells;

d) Promoting efficient water conveyance and field application devices within the farm viz, underground piping system, Drip & Sprinklers,

pivots, rain-guns and other application devices etc.

e) Encouraging community irrigation through registered user groups/farmer producers’ organisations/NGOs.

f) Farmer oriented activities like capacity building, training and exposure visits, demonstrations, farm schools, skill development in

efficient water and crop management practices (crop alignment) including large scale awareness on more crop per drop of water

through mass media campaign, exhibitions, field days, and extension activities through short Animation films etc.

Methodology:

The preparation of District Irrigation plan is an integration of geospatial technology, Space application technologies and spatial and

non-spatial data.

1. Transformation of available thematic information on to the village level and extract geo-referenced village map data.

2. Integration of thematic layers with socio-economic data for classification of area into specific composite land units on village

level.

3. Preparation of appropriate action plan based on potential of composite land units and developmental needs of study area is on

the basis of available data.

4. Field visit to validate the recommended measures with respect to the ground situation and requirement of the local people.

5. Finalization of development plans based on field observation.

From the Available thematic information of the District Plan the preparation for water resource and land resource development

plan will be based on the following:

Land use / land cover map

8

Soil map - depth, texture, erosion and land capability

Drainage Map

Catchment map

Irrigation Potential Map

Development of water resources structure is in consonant with field visit and correspondingly with the use of topo-sheet crop land was

first identified and then the irrigated area was identified with reference to the RMIS Census Data. District irrigation plan covers the

following planning component of the district in sustainable development approach:

Increase in vegetation/biomass in the district.

More number of surface water bodies in district.

Shift from annual crop to perennial.

Increase in the extent of crop area.

Improvement in the soil moisture availability

Reclamation of waste lands.

Enhance the physical access of water on the farm and expand cultivable area under assured irrigation (Har Khet ko pani)

Best use of water through appropriate technologies and practices.

Improve on-farm water use efficiency.

Ensure the integrated development of rain fed areas.

9

Chapter-1

General Information of the District

okha is a district of Nagaland located at a Latitude 26.1° N and Longitude 94.27° E. In December 1973, Wokha was raised to

the status of a separate District. Earlier to this it was one of the sub-division under Mokokchung District. The total

geographical area of the district is 1628 sq km with a population of 166343 as per 2011 census. The district is located at an

altitude of 1313 MSL with maximum and minimum temperature of 30’C and 10’C respectively. The average annnual rainfall of the District is

2688 mm.

Agriculture constitutes the main occupation for nearly 80% of the population of Wokha District. The primitive method of cultivation,

i.e., Jhum system of cultivation is still in practice covering major parts of the district. The farmers of the district also practice the terrace

system of cultivation which is however negligible as most of the farmers of the district are economically very poor and cannot afford to

adopt such system of cultivation.

The main crops of the district are rice, maize, beans, peas, yam, brinjal, chilly, pumkin, ginger, tomato, bitter-gourd etc.

Horticulture products consist of orange, banana, pineapple, papaya, passion fruit, guava, plum, pear etc.

Cultivation is one of the main occupations of the people of this district. More than 80 per cent of the people depend on agriculture for

their livelihood. The cultivation is done with the help of spade and hoe and not with plough of any type because the area is hilly. It has to

be noted here that bullocks or buffalo drawn plough is used in Merapani plain, Doyang valley and Baghty valley where wet rice cultivation

is practiced. The other form of cultivation is terrace, but negligible as it is seen only in a small area. But as a result of Govt. efforts, the area

under terrace is increasing.

W

10

Terrace cultivation is more advantageous than the Jhum, but due to hilly condition of the area terrace is not practiced everywhere in

the district. In spite of this people are trying their best to find purpose of terrace cultivation water is brought from a nearby stream to the

field for cultivation during the rainy season. Sometimes water from road side nalla is also channel to the terrace field. When the field is

thus ready, the paddy plants are pulled out from the seed bed and planted in the field, this is done in June – July.

12

1.1 Demography:

Table 1.2 Demography

Source: Source: Census of India 2011

M F

Children

(0-6)Total

No. of house

hold

No. of

MembersNo. of house

hold

No. of

MembersNo. of house

hold

No. of

MembersNo. of house

hold

No. of

Members

Bhandari 10727 9742 2055 20469 0 0 3536 17351 0 0 3536 17351

Changpang 3265 3052 702 6317 0 0 1179 5423 0 0 1179 5423

Chukidong 10086 9928 1893 20014 0 0 2817 16854 0 0 2817 16854

Ralan 2904 2831 989 5735 0 0 1658 5276 0 0 1658 5276

Sinis 30368 29360 5513 59728 0 0 8117 50159 0 0 8117 50159

Wozhuro 18720 18744 3256 37464 0 0 5373 31264 0 0 5373 31264

Wokha 8437 8181 1938 16618 0 0 2612 14342 0 0 2612 14342

G. Total : 84507 81838 16346 166345 0 0 25292 140669 0 0 25292 140669

ST General Total

Name of the

Block Covered

Population SC

1072

7

3265 10

086

2904

3036

8

1872

0

8437

9742

3052 99

28

2831

2936

0

1874

4

8181

0

10000

20000

30000

40000

Bhandari Changpang Chukidong Ralan Sinis Wozhuro Wokha

Demography

Male Female Children

(0-6)

Graph 1.2.1: Block wise Demography

1.2 Biomass and Livestock

Livestock and poultry activities under Animal Husbandry & Dairy Development Sectors play an important role in economic life of the

major population of the country especially those living in the rural areas. For formulation of government policies and plans, an assessment

of data of livestock and poultry is essential for policy makers, planners, researchers etc. The nineteenth Quinquennial Livestock Census

13

2012 was conducted in Nagaland with the rest of the country with 15th October 2012 as reference date with utmost sincerity to bring out a

realistic data of animal population in the State of Nagaland. According to synopsis, 19th Livestock Census 2012 when compared to the last

Livestock Census 2007, it reflected that there is slight increase in mithun, sheep, rabbit and ducks. On the other hand, there is drastic

decrease in cattle, goat, horses & ponies, pig, fowls. Besides, a few numbers of turkey and quails were included in the latest census that

shows the state is introducing new breeds of livestock and poultry. The 2012 livestock census has seen a drastic decrease in the growth as

compared to the 2007 Census thus showing a negative growth rate. Now for the purpose of projecting the livestock population upto 2020

for planning the DIP it has become difficult with the negative growth rate. Hence, the quinquennial census of the earlier years starting from

1992 to 2007 has been taken into account in fixing the quinquennial growth rate.

Water plays an important role in livestock productivity. Livestock productivity in pastoral areas depends greatly on the availability of

water. There are several factors, which determine water balance, water turnover and functions of the animal. Assessment of livestock and

water requirement is helpful in modelling water and livestock relationships.

The demand for meat, dairy products and eggs rises faster than the demand for crops; thus both scenarios call for livestock

production to increase relatively more rapidly than crops.

Livestock and poultry water consumption depend on a number of physiological and environmental conditions such as:

• Type and size of animal or bird.

• Physiological state (lactating, pregnant or growing)

• Activity level.

• Type of diet-dry hay, silage or lush pasture.

• Temperature-hot summer days above 25° C can sometimes double the water consumption of animals.

• Water quality - palatability and salt content.

15

02,0004,0006,0008,000

10,00012,00014,00016,00018,00020,000

Poultry (No.)

Ducks (No.)

Pigs (Nos.) Goats (Nos.)

Sheeps (Nos.)

Indigenuos Cow (Nos.)

Hybrid Cow (Nos.)

Buffalo (Nos.)

Hybrid Buffalo (Nos.)

Any other Milch or

Meat Animal

(MITHUN) (Nos.)

Small Animals Large Animals


Table: 1.3.1 Water consumption by different category of Livestock

Graph 1.3.1: Biomass & live stock

1.3 Agro-Ecology, Climate, Hydrology and Topography :

Nagaland enjoys diverse climate ranging from sub-tropical to sub-montane temperature and even micro climate condition within a

short distance. The summer and winter temperature over the hill vary from 4° C to 28° C and those over the foothills have a range between 12°

C to 34° C. The average annual rainfall is between 150 cm to 200 cm, occurring over a period of six months from May to October. There are

fifteen Meteorological observatories spread all over the state at various altitude ranging from 160 metres to 1780 metres above the mean sea

level. These observatories have been supplying and catering to the needs of meteorological data. Rainfall is one of the most important climatic

factor. The potential of Agriculture productivity is basically related to the periods when water needs of the crop met to the optimum in various

stages of their growth. Therefore, daily rainfall data has been obtained from the Department of Soil & Water Conservation Nagaland for

studying the water needs of the district in preparation of the DIP.

Agro-ecology is the study of ecological processes that operate in agricultural production systems. The prefix agro- refers to agriculture.

Bringing ecological principles to bear in agro-ecosystems can suggest novel management approaches that would not otherwise be considered.

Water Consumptions by Animals / Birds

Sl.No Livestock

Category

Water

requirement

Range

Average

Water Use

L/ Day

1 Poultry 0.16-0.24 0.2

2 Small Animals 13-20 16.5

3 Large Animals 39-59 49

16

Agro-ecology is the application of ecological concepts and methodological design for long-term enhancement and management of soil fertility

and agriculture productivity. It provides a strategy to increase diversified agro-ecosystem. So it is benefiting the effect of the incorporation of

plant and animal biodiversity, nutrient recycling; biomass creation and growth through the use of natural resource systems based on legumes,

trees, and incorporation of livestock. These all make the basis of a sustainable agriculture and aim to improve the food system and societal

sustainability. Sustainable agricultural practices have to tackle the conservation of biodiversity, enhanced ecological functions, social tolerance,

self-reliance, fairness, improved quality of life and economic productivity of crops and livestock. Sustainability of agriculture is viewed

critically from the point of food and ecological security at the regional scale. Table 1.4 below shows the meteorological data under Wokha

District obtain from the Department of Soil & water conservation Department, Nagaland.

Source: Pub : Dept Soil & Water Conservation, Nagaland

Up

to

15

Min

Bey

on

d 1

5 b

ut

up

to 3

0 M

in

Bey

on

d 3

0 b

ut

up

to 6

0 M

in

Min

.

Max

.

Mea

n

Min

.

Max

.

Mea

n

Min

.

Max

.

Mea

n

Sum

mer

win

ter

Rai

ny

Seas

on

Cu

mu

lati

ve T

ota

l

Min. Max. Mean

1

Wo

kha

AES

-I &

AES

-II

Mid

dle

Hill

y

Slo

pe

to

Hill

y Sl

op

e

16

27

95

26

88

.5

25

6.0

14

5

N.A

16

.7

27

.7

22

.20

12

.18

21

.4

16

.79

19

.4

25

.72

22

.56

N.A

Sl.

No

Agr

o E

colo

gica

l Zo

ne

Typ

e

Typ

e o

f Te

rrai

n

Geo

grap

hic

al A

rea

(ha)

No

rmal

An

nu

al R

ain

fall

(mm

)

Dis

tric

t

Elevation

Ave

rage

Mo

nth

ly R

ain

fall

(mm

)Summer

(April-May)

Winter

(Oct-Mar)

Rainy

(June-Sept.)Period

Period

No

of

Rai

ny

day

s (N

o)

Maximum

Rainfall

Intensity(mm)

Average Weekly Temperature(°C) Potential Evapo-

Transpiration

17

24

09

.7

20

93

.6 24

11

.6

16

48

.7

20

65

.3

14

89

20

55

.7

21

74

.4

17

56

.4

16

11

.3

0

500

1000

1500

2000

2500

3000

1997 1998 1999 2000 2001 2002 2003 2004 2005 2006

Annual Rainfall

Annual Rainfall

Graph 1.4.1: Annual rainfall

Soil Profile:

Soil is a major part of the natural environment, alongside air and water, and is vital to the existence of life on the planet. Soil is the

result of the process of the gradual breakdown of rock - the solid geology that makes up the earth. As rocks breaks through a variety of

processes such as weathering and erosion particles are formed. As a whole, soil is made up from four constituents: mineral material,

organic material, air and water. There are three main mineral parts of soil; ‘sand’, ‘silt’ and ‘clay’. These parts give the soil its 'mineral

texture'. In addition, as leaves and other organic material fall to the ground and decompose - they also formed an ‘organic’ layer. Soil

scientists (or pedologists) use a series of sieves to separate out the constituent parts in order to characterise soil by texture class.

Many natural bodies, such as plants and animals, are discrete entities which can be classified and guidelines for their identification

followed. Soils are much more difficult to identify and classify than these discrete bodies for two main reasons: (i) soil is more or less a

continuum covering the land surface of the earth and not a set of discrete entities; and (ii) most of the soil particles lie below the ground

and are therefore not readily visible. Soils grade into one another across the landscape usually without sharp boundaries between one type

18

of soil and another. Soil surveyors who make maps of soils have to use their skills in reading changes in the landscape coupled with auger

borings in the soil to identify the nature of the soil.

There are several ways of classifying a soil, from the simple to the complex. A soil type may be as simple as ‘a sandy soil’ or ‘a clayey

soil’ and this is often the perception of many land users, such as farmers or civil engineers, who see it as material they have to deal with to

achieve an end result, such as the growing of a crop of wheat, or the building of roads. Simple classifications tend to be of local and

restricted relevance only. At the other end of the spectrum is the soil scientist who needs to understand how soils have formed, which

types occur where, and for what the different types of soil can be used. The soil scientist seeks a much broader understanding, with the

aim of underpinning the use and preservation of this important natural resource, and this has manifested itself in a number of detailed soil

classification systems worldwide.

Soils have many important functions. Perhaps the best appreciated is the function to support the growth of agricultural and

horticultural crops. Soil is the main precursor of sustenance of livelihood for agriculture and horticulture. Farmers and gardeners have

worked with their soils over many centuries to produce increasing amounts of food to keep pace with the needs of a burgeoning world

population. The soil's natural cycles go a long way in ensuring that the soil can provide an adequate physical, chemical and biological

medium for crop growth. The farmer and horticulturalist have also become skilled in managing soils so that these natural cycles can be

added to as necessary to facilitate adequate soil support and increasing yield to enhance production.

19

1.6 Soil Erosion and Runoff Status:

Soil erosion is a naturally occurring process that affects all landforms. In agriculture, soil erosion refers to the wearing away of a

field's topsoil by the natural physical forces of weather and wind or through forces associated with farming activities such as tillage.

Data of soil erosion is not available for the district as there is no remote sensing based soil erosion potential map and there is no

sedimentary monitoring station in the state.

Table 1.6 Soil Erosion and run off status*

5 years 10 years In years

Data Not Available

Runoff

Time of return of maximum

flood Drought

Frequency

Peak Rate

(cum/hr)

Frequency

of Peak (No.

in Months)

Total

Runoff

volume of

rainy Latitude

Soil Erosion

(Tone/ha)Longitude

Name of the

Sediment

Monitoring

Station

Name of the

Micro

Watershed

20

1.7. Land Use Classification

The conservation and development of land resource is an area which needs special focus. It needs well thought and rational

planning, which in turn depends upon minute observation of land use pattern. The aim of this study is clear visualization of local land

environment. The intense and focused study of the details of land use puts us in a position to conserve the important elements of the

nature, which otherwise lead in a direction of destruction and consequently threaten the social strata. The present study focuses mainly on

dimension, which is very important from the sustainability point of view that is distribution of different groups of land use, i.e. their ratios

in the region. Therefore, it becomes very complex and diversified to study all the groups available at micro-level, homogenous groups are

generalized to reduce the number of groups, and these simplified groups of land use are called generalized land use classification.

World Land Use Classification mainly recognizes nine categories. These are Settlement and Associated Non Agricultural Land,

Horticulture, Tree and Permanent Crops, Crop Land, Improved Permanent Pasture, Improved Grazing Land, Wood Land, Swamps and

Marshes, Unproductive Land. In India, a standard classification system is yet to develop. National Atlas and The land use classification

presented by All India Soil and Land Use Survey 1970 is as follows:

1. Forest Land (F) F1 Without Canopy F2 Sparse Forest F3 General Forest F4 Fully Stocked Top Canopy

2. Cultivated land (CC) C1 Single Cropped C2 Double Cropped C3 Triple Cropped

3. Terraced Land (T) T1 Poorly Bounded Land T2 Poor Terracing Measures T3 Bench Terraces

4. Waste Land (W) W1 Fit for Cultivation W2 Unfit for Cultivation

5. Pasture Land (P) P Pasture and Grazing Land H Hay Land When the Grass Periodically Cut P1 With Young Shrubs P2 With Well Grows

Shrubs T Thorny Lands and Heavy Canopy Shrubs.

Land use classification by Statistical Department of Government of India.

I. Geographical Area - Area calculated by Survey Department.

21

II. Reported Area (Statistical area related to land use)

1. Forest

2. Land not Available for Cultivation.

a) Land Put to Non- Agricultural Use.

b) Barren and Uncultivable Land.

3. Other Uncultivable and excluding Fallow Land.

a) Permanent Pastures and Other Grazing Land.

b) Miscellaneous Tree Crops and Gardens.

c) Culturable Waste Land.

4. Fallow Land a) Fallow Other than Current Fallow b) Current Fallow

5. Cultivated Land a) Net Sown Area, b) Area Sown More Than Once.

I. Net Irrigated Area.

II. Total Irrigated Area.

The analysis of land use in the present study is based on district statistical magazine, data available at block level and revenue

office. Following categories of land use have been recognised in the study area. In the analysis of land use pattern, study has been adopted

at block level: Forest Cover, Barren and cultivable waste land, Current Fallow land, Other Fallow land, Barren & uncultivable Land, Land put

to non-agricultural Use, Pastures and Grazing Land, Area under bush, forest & garden, Net area sown.

1.7.1. Built-Up Land

It is an area of human habitation developed due to non-agricultural use and that has a cover of buildings, transport and

communication, utilities in association with water, vegetation and vacant lands. For delineating built – up land built up polygons

interpreted under settlement.

22

1.7.2. Built-up Land (Urban)

All places with a municipality, corporation or cantonment or which are notified as town areas and all other places which satisfy the

criteria of a minimum population of 5000, at least 75 per cent of whose male working population is non-agricultural and having a density of

population of at least 400 per sq. Km, are placed under this category (Census of India). It comprises areas of intensive use with much of the

land covered by intensive use and covered by structures. It includes residential, recreational, public & semi-public, transportation,

communication and isolated areas such as parks, playgrounds, open spaces and vegetated areas.

1.7.3 Built-Up Area (Rural)

These are the lands used for human settlement and are of size comparatively less than the urban settlements of which more than

80% of the people are involved in the primary activity of agriculture. All the agricultural villages covering 5 hectares area and more are

included in this category. These are the built-up areas, smaller in size, mainly associated with agriculture and allied sectors and non-

commercial activities with population size less than 5000, generally lacking support facilities that are unique to urban areas like hospitals,

industries (large and medium scale), institutional etc. They appear in dark bluish green in the core built-up area and bluish in the periphery;

the size varies from small to big; irregular and discontinuous in appearance; can be seen in clusters non-contiguous or scattered.

1.7.4. Agricultural Land

These are the lands primarily used for farming and for production of food, fiber, and other commercial and horticultural crops. It

includes land under crops (irrigated and unirrigated, fallow, plantations etc.).

1.7.5. Cropland

These are the areas with standing crop as on the date of satellite overpass. Cropped areas appear in bright red to red in colour with

varying shape and size in a contiguous to non-contiguous pattern. They are widely distributed in different terrains; prominently appear in

the irrigated areas irrespective of the source of irrigation.

23

1.7.6. Forest

These are the areas bearing an association predominantly of trees and other vegetation types (within the notified forest

boundaries) capable of producing timber and other forest produce. They comprise of thick and dense canopy of tall trees, which can be

evergreen, semi evergreen or deciduous (moist/dry/thorn). Evergreen forest includes both coniferous and tropical broadleaved evergreen

species and predominantly remains green throughout the year. Semi-evergreen is a forest type that includes a combination of evergreen

and deciduous species with the former dominating the canopy cover. Deciduous forest types are of predominantly composed of species,

which shed their leaves once a year, especially during summer. They exhibit bright red to dark red in colour in varying sizes, smooth to

medium texture depending on the crown density, contiguous to non-contiguous in pattern based on their location. The size can be

irregular and discontinuous occupying medium relief mountain/hill slopes within the notified areas. Forest blank are the openings amidst

forest areas, devoid of tree cover, observed as openings of assorted size and shapes as manifested on the imagery. They appear in light

yellow to light brown in tone, generally small in size. They possess regular to irregular shape, scattered in the forested areas. Most of these

areas are seen along hill tops/slopes midst forest areas. Forest blanks are also to be included in this category.

1.7.6.1. Dense/Closed

This category includes all the areas where the canopy cover/density is more than 40%.

1.7.6.2. Open/Degraded

This category includes all the forest areas where the canopy cover/density ranges between 10 – 40%.

1.7.7. Wastelands

24

Wasteland is described as degraded land which can be brought under vegetative cover with reasonable effort and which is currently

underutilized and land which is deteriorating for lack of appropriate water and soil management or an account of natural causes.

Wastelands can result from inherent / imposed disabilities such as by location, environment.

1.7.8. Dense Scrub

These areas possess shallow and skeletal soils, at times chemically degraded, extremes of slopes, severely eroded and lands

subjected to excessive aridity with scrubs dominating the landscape. They have a tendency for intermixing with cropped areas.

1.7.9. Open Scrub

This category has a similar description as mentioned in the earlier class excepting that they possess sparse vegetation or devoid of

scrub and have a thin soil cover.

1.7.10. Barren/Rocky/Stony Waste

These are rock exposures of varying lithology often barren and devoid of soil and vegetation cover. They occur amidst hill-forests as

openings or as isolated exposures on plateau and plains. Such lands can be easily discriminated from other categories of wastelands

because of their characteristic spectral response. They appear in greenish blue to yellow to brownish in colour depending on the rock type.

They vary in size with irregular to discontinuous shape with a linear to contiguous or dispersed pattern. They are located in steep isolated

hillocks/hill slopes, crests, plateau and eroded plains associated with barren and exposed rocky/stony wastes, lateritic outcrops, mining

and quarrying sites.

1.7.11. Water Bodies

This category comprises areas with surface water, either impounded in the form of ponds, lakes and reservoirs or flowing as

streams, rivers, canals etc. These are seen clearly on the satellite image in blue to dark blue or cyan colour depending on the depth of

water.

25

1.7.11.1. River /Stream/Canal

Rivers/streams are natural course of water flowing on the land surface along a definite channel/slope regularly or intermittently

towards a sea in most cases or a lake or an inland basin in desert areas or a marsh or another river. Depending upon the nature of

availability of water, rivers are sub-divided into perennial or seasonal. They appear in light to dark blue in colour, long, narrow to wide

depending on the size of the river. They appear in contiguous, at times nonlinear pattern and associated with drainage pattern on hill

slopes, flood plains or uplands, at times with vegetation along the banks.

1.7.11.2. Lakes / Ponds

These are accumulation of water in a depression of various sizes either natural or saline, lakes are those that retain water in them

either for one season or throughout the year and usually not subject to extreme fluctuation in water level. Ponds are body of water limited

in size, either natural or artificial, regular in shape, smaller in size than a lake, generally located near settlements.

1.7.11.3. Reservoir / Tanks

Reservoir is an artificial lake created by construction of a dam across the river specifically for irrigation, and water supply for

domestic/industrial needs, flood control, etc., either singly or in combination. Tanks are small lakes of impounded water ways constructed

on land surface for irrigation. They appear in light blue to dark blue depending on the depth from small to large sizes. They possess regular

to irregular shape dispersed to linear, occupying lowlands, plains. They are associated with croplands, low lands and reservoirs surrounded

by hills with or without vegetation.

26

Source: RMIS I&FC , LRD Nagaland

Gross Cropped Area

(1)Net Sown Area (2)

Area Sown more than

once (1-2)

Cropping Intensity

(%)

1 Bhandari 30537 3060 2572 487.95 118.97% 18587.53 1215.30 8162.17

2 Changpang 26997 1861 1489 372 124.98% 15580.55 8175.07 1752.38

3 Chukidong 26324 813 690 123.3 117.83% 14579.89 4813.70 6240.41

4 Ralan 11330 1194 1085 109.25 110.05% 3375.93 5152.30 1716.78

5 Sinis 37951 2122 1617 504.7 131.23% 24532.45 2835.32 8966.23

6 Wozhuro 14854 1391 1160 230.48 119.91% 8031.93 2386.24 3275.83

7 Wokha 14802 1191 1041 149.85 114.41% 10877.79 1597.77 1285.44

Total Area: 162795 11632 9654 1977.53 95566.06 26175.70 31399.24

Area under

Forest

Area under

Wasteland

Area under

other usesSl.No

Name of the

block covered

Total Geographical Area

Area under Agriculture

Area under Agriculture

6%

Area under Forest 59%

Area under Wasteland

16%

Area under other uses19%

WOKHA DISTRICT

Chart 1.7.1: Land Use

27

Chapter - 2

District Water Profile

ater is the greatest resource to humanity. It not only helps in survival but also helps in making life comfortable and

luxurious. Besides various other uses of water, the largest use of water in the world is made for irrigating lands.

Irrigation, in-fact, is nothing but “a continuous and reliable water supply” to the different crops in accordance to thier

needs. When sufficient and timely water does not become available to the crops, the crops fade away, resulting in lesser crop yield,

consequently creating famines and disasters. Irrigation can thus, save us from such disasters. Plants are living beings and do require

water and air for their survival, as do human beings require. The requirement of water varies with their type. Different types of plant

require different quantities of water, and at different stages, till they grow up completely. Water is normally supplied to these plants by

nature through direct rain or through the flood waters of river which inundate large land areas during floods. The flood water may

saturate the land before the flood subsides. The water absorbed by land during floods, supplements the water requirement of the crop

during dry season. These natural processes, whereby, the water is supplied to the crop for its growth, are dependent upon ‘nature’.

Sometimes, there may be heavy rains creating serious floods and damaging the crop, other times, there may not be any rains at all,

creating scarcity of water for the crops. Thus, famine and drought condition may occur. In bid to control the nature, man discovered

various methods by which water can be stored during the periods of excess rainfall, and utilise this water during periods of ‘no rainfall’

or ‘less rainfall’. On the other hand India is a tropical country with a vast diversity in climate, topography and vegetation where Rainfall

varies considerably at its place of occurrence, as well as in its quantity. Crop therefore cannot be raised successfully, over the entire

land, without ensuring artificial irrigation because of the reasons below.

Uncertainty of Monsoon rainfall both in time and place.

Irregularity in distribution of rainfall throughout the year.

W

28

Excessive rainfall causing flood.

Draught is an annual event in some areas.

India is a land of Rabi Crops. But there is scarce rainfall during the winter months.

Some soils require more water.

Introduction of H.Y.V seeds and multiple cropping require water throughout the year.

The types of Irrigation mainly practiced in India are:

Tanks

(a) Sichhni (b) Donga

Well

(a) Dug Well (b) Tube Well: (i) Shallow. (ii) Deep.

Canal

(a) Perennial (b) Non-Perennial

Crop water Requirement:

Every crop requires a certain quantity of water after a certain fixed interval, throughout its period of growth. If the natural rain

water is sufficient and timely so as to satisfy both these requirements, no irrigation water is required for raising that crop. But in a

tropical country like India, the natural rainfall is either insufficient or the water does not fall after fixed intervals, as required by the

crops. Since the magnitude as well as the frequency of the rainfall varies throughout a tropical country, certain crop may not require

irrigation in certain part of the country, whereas the same crop may not require any irrigation in some other part of the country. The

area where irrigation is a must for agriculture is called arid region, while the area in which inferior crops can be grown without

irrigation is called semi-arid region. The term ‘water requirement of a crop’ means the total quantity and the way in which a crop

requires water, from the time it is sown to the time it is harvested. The total quantity of water required by the crop for its full growth

may be expressed in hectare-meter or in million cubic meters or simply as depth to which the water would stand on the irrigated area if

29

the total quantity supplied were to stand above the surface without percolation or evaporation. Hence the Crop Water Requirement

includes all losses such: a) Transpiration loss through leaves (T) b) Evaporation loss through soil surface in cropped area (E) c) Amount

of water utilised by plants (WP) for its metabolic activities which is estimated as less than 1% of the total water absorption. These three

components cannot be separated so easily. Hence the ET loss is taken as Crop Water Use or Crop Water Consumptive use. Other

application losses are d) conveyance loss, percolation loss, runoff loss, etc., (WL). e) The water required for special purposes (WSP) like

puddling operation, ploughing operation, land preparation, leaching, requirement for the purpose of weeding, for dissolving fertilizer

and chemical, etc. Hence the water requirement is symbolically represented as:

WR = T + E + WP + WL + WSP

(The other application losses and special purposes are mostly indented for wet land cultivation. Hence for irrigated dry land crop the ET

loss alone is accounted for crop water requirement). The estimations of the Water Requirement of crop are one of the basic needs for

Crop Planning on the farm and for the planning of any irrigation project.

30

2.1 Area Wise, Crop Wise Irrigation Status:

Table 2.1 Area-wise, Crop-wise Irrigation Status Source: Agriculture Statistic of State, RMIS I&FC, Nagaland

Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total

Name of the Block:Bhandari

A) Cereals 617 221 838 0 0 0 617 221 838

B) Coarse Cereals 1440 294 1734 17 17 0 1440 312 1752

C) Pulses 16 16 18 18 0 0 33 33

D) Oil seeds 28 28 43 43 0 0 71 71

E) Fibre 0 0 0 0 0 0

F) Any other crops 33 33 488 7 495 0 488 40 528 430 430

Total: 2057 592 2649 488 85 572 0 0 0 2545 677 3222 0 430 430

Name of the Block:Changpang

A) Cereals 194 362 556 0 0 0 194 362 556

B) Coarse Cereals 452 481 933 28 28 0 452 509 961

C) Pulses 25 25 29 29 0 0 54 54

D) Oil seeds 45 45 70 70 0 0 116 116

E) Fibre 0 0 0 0

F) Any other crops 55 55 372 11 383 0 372 66 438 704 704

Total: 646 968 1614 372 138 510 0 0 0 1018 1106 2124 0 704 704

Name of the Block:Chukidong

A) Cereals 91 166 257 0 0 0 91 166 257

B) Coarse Cereals 212 221 433 13 13 0 212 234 446

C) Pulses 12 12 13 13 0 0 25 25

D) Oil seeds 21 21 32 32 0 0 53 53

E) Fibre 0 0 0 0

F) Any other crops 25 25 123 5 128 0 123 30 153 323 323

Total: 303 444 747 123 63 187 0 0 0 426 508 934 0 323 323

Horticulture &

Plantation Crops (Area in Crop TypeKharif (Area in ha) Rabi (Area in ha) Summer (Area in ha) Total (Area in ha)

31

Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total Irrigated Rainfed Total

Name of the Block: Ralan

A) Cereals 53 389 442 0 0 0 53 389 442

B) Coarse Cereals 124 518 642 30 30 0 124 548 672

C) Pulses 27 27 31 31 0 0 58 58

D) Oil seeds 49 49 76 76 0 0 124 124

E) Fibre 0 0 0 0

F) Any other crops 59 59 109 12 121 0 109 71 180 757 757

Total: 177 1042 1219 109 149 258 0 0 0 286 1190 1477 0 757 757

Name of the Block: Sinis

A) Cereals 293 275 568 0 0 0 293 275 568

B) Coarse Cereals 683 366 1049 22 22 0 683 388 1071

C) Pulses 19 19 22 22 0 0 41 41

D) Oil seeds 35 35 53 53 0 0 88 88

E) Fibre 0 0 0 0

F) Any other crops 41 41 505 8 513 0 505 50 555 536 536

Total: 976 737 1713 505 105 610 0 0 0 1481 842 2323 0 536 536

Name of the Block: Wozhuro

A) Cereals 157 273 430 0 0 0 157 273 430

B) Coarse Cereals 366 364 730 0 0 0 366 364 730

C) Pulses 19 19 22 22 0 0 41 41

D) Oil seeds 34 34 53 53 0 0 87 87

E) Fibre 0 0 0 0

F) Any other crops 41 41 230 8 239 0 230 50 280 532 532

Total: 523 732 1255 230 83 314 0 0 0 753 815 1568 0 532 532

Name of the Block: Wokha

A) Cereals 220 132 352 0 0 0 220 132 352

B) Coarse Cereals 514 175 689 10 10 0 514 185 699

C) Pulses 9 9 10 10 0 0 20 20

D) Oil seeds 17 17 26 26 0 0 42 42

E) Fibre 0 0 0 0

F) Any other crops 20 20 150 4 154 0 150 24 174 256 256

Total: 734 352 1086 150 50 200 0 0 0 884 403 1287 0 256 256

Crop TypeKharif (Area in ha) Rabi (Area in ha) Summer (Area in ha) Total (Area in ha)

Horticulture &

Plantation Crops (Area in

32

0.00

200.00

400.00

600.00

800.00

1000.00

1200.00

1400.00

1600.00

Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed

Cereals (ha) Coarse Cereals Pulses (ha) oil seeds (ha) any other crop

(ha)

Crop wise Irrigation status "Kharif Crop"


0

100

200

300

400

500

600

Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed

Cereals Rabi (ha) Pulses Rabi (ha) oil seeds Rabi (ha) any other crop Rabi (ha)

Crop wise Irrigation status "Rabi Crop"


Graph 2.1.1: Crop Wise irrigation Status for Kharif season Graph 2.1.2: Crop Wise irrigation Status for Rabi season

0.00

100.00

200.00

300.00

400.00

500.00

600.00

700.00

Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed Irrigated Rainfed

Cereals Rabi (ha) Pulses Rabi (ha) oil seeds Rabi (ha) any other crop Rabi (ha)

Total crop wise Irrigated & Rainfed Area


Graph 2.1.3.: Total crop wise Irrigated & Rain-fed area

33

2.2 Production and Productivity of Major Crops:

Table 2.2 Production and Productivity of major Crops Source: Agriculture Statistic of State, RMIS I&FC, Nagaland

Cere

als

Coar

se C

erea

ls

Puls

es

Oils

eeds

Fibr

e Cr

ops

Any

oth

er c

rops

Are

a (h

a)

Prod

ucti

on (q

tn/y

r)

Prod

ucti

vity

or

Yiel

d

(Kgs

/ha)

Cost

of C

ulti

vati

on

(Rs/

ha)

Are

a (h

a)

Prod

ucti

on (q

tn/y

r)

Prod

ucti

vity

or

Yiel

d

(Kgs

/ha)

Cost

of C

ulti

vati

on

(Rs/

ha)

Are

a (h

a)

Prod

ucti

on (q

tn/y

r)

Name of the Block:Bhandari

A. Kharif 838 1734 16 28 0 33 592 11841 2000 16200 2057 71995 3500 20600 2649 83836

B. Rabi 0 17 18 43 0 495 85 845 1000 9450 488 8783 1800 17832 572 9629

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 430 0 430 0

Total 838 528 1107 2545 3652 93465

Name of the Block:Changpang

A. Kharif 556 933 25 45 0 55 968 19363 2000 16200 646 22610 3500 20600 1614 41973

B. Rabi 0 28 29 70 0 383 138 1383 1000 9450 372 6696 1800 17832 510 8079

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 704 0 704 0

Total 556 438 1810 1018 2828 50052

Name of the Block:Chukidong

A. Kharif 257 433 12 21 0 25 444 8882 2000 16200 303 10605 3500 20600 747 19487

B. Rabi 0 13 13 32 0 128 63 634 1000 9450 123 2219 1800 17832 187 2854

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 323 0 323 0

Total 257 153 830 426 1257 22341

Name of the Block:Ralan

A. Kharif 442 642 27 49 0 59 1042 20834 2000 16200 177 6195 3500 20600 1219 27029

B. Rabi 0 30 31 76 0 121 149 1488 1000 9450 109 1967 1800 17832 258 3454

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 757 0 757 0

Total 442 180 1947 286 2234 30483

Seasons

Crop Sown (Ha) Rainfed Irrigate Total

34

Ce

real

s

Co

arse

Ce

real

s

Pu

lse

s

Oils

ee

ds

Fib

re C

rop

s

An

y o

the

r cr

op

s

Are

a (h

a)

Pro

du

ctio

n (

qtn

/yr)

Pro

du

ctiv

ity

or

Yie

ld

(Kgs

/ha)

Co

st o

f C

ult

ivat

ion

(Rs/

ha)

Are

a (h

a)

Pro

du

ctio

n (

qtn

/yr)

Pro

du

ctiv

ity

or

Yie

ld

(Kgs

/ha)

Co

st o

f C

ult

ivat

ion

(Rs/

ha)

Are

a (h

a)

Pro

du

ctio

n (

qtn

/yr)

Name of the Block:Sinis

A. Kharif 568 1049 19 35 0 41 737 14739 2000 16200 976 34160 3500 20600 1713 48899

B. Rabi 0 22 22 53 0 513 105 1052 1000 9450 505 9085 1800 17832 610 10137

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 536 0 536 0

Total 568 555 1378 1481 2858 59036

Name of the Block:Wozhuro

A. Kharif 430 730 19 34 0 41 732 14633 2000 16200 523 18305 3500 20600 1255 32938

B. Rabi 0 0 22 53 0 239 83 831 1000 9450 230 4149 1800 17832 314 4980

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 532 0 532 0

Total 430 280 1347 753 2100 37918

Name of the Block:Wokha

A. Kharif 352 689 9 17 0 20 352 7047 2000 16200 734 25690 3500 20600 1086 32737

B. Rabi 0 10 10 26 0 154 50 503 1000 9450 150 2697 1800 17832 200 3200

C. Summer 0 0 0 0 0 0 0 0 6000 9450 0 0 11000 17832 0 0

D. Horti & Plntn 256 0 256 0

Total 352 174 659 884 1543 35937

Seasons

Crop Sown (Ha) Rainfed Irrigate Total

35

2.3 Irrigation based classification:

0

500

1000

1500

2000

2500

3000


Irrigation Based Classification

Gross Irrigated Area Net Irrigated Area Un-Irrigated or Totally Rainfed

Graph 2.3.1.: Irrigation based classification:

36

Chapter - 3

Water Availability

ufficient freshwater resources is vital to sustain economic growth and the quality of life? In many parts of the country,

competition for water to meet the needs of homes, cities, farms, and industries is increasing. At the same time,

requirements to leave water in the streams and rivers for environmental and recreational uses are expanding. Water

resources information is needed at many levels to help shed light on the overall changing conditions of water scarcity, use,

and to help inform discussions about potential changes in water-resource policies and investment plans. Most of the earth’s water sources,

such as, river, lakes, oceans and underground sources, get their supplies from rains, while the rain water in its self, is the evaporation from

these sources. Water is lost to the atmosphere as vapour from the earth, which is then precipitated back in the form of rain, snow, hail,

dew, sleet or frost, etc. this evaporation and precipitation continues for ever, and thereby, a balance is maintained between the two.

Surface water is water on the surface of the planet such as in a stream, river, lake, wetland, or pond/tank. It can be contrasted with

groundwater and atmospheric water. Non-saline surface water is replenished by precipitation and by ground-water recharge. It is lost

through evaporation, seepage into the ground where it becomes ground-water, used by plants for transpiration, extracted by mankind for

agriculture, living, industry etc. or discharged to the sea where it becomes saline.

Estimation of Ground Water Resources has been carried out based on the methodology recommended by the Groundwater

Estimation Committee (GEC’97). A ground water resource of the entire state has been computed by CGWB (CGWB, NCCR, 2011) for the

year 2013-14 Salient features of the estimation of ground water resources are described below.

The present computations pertain to the ground water year 2013-14. The resources have been computed block wise. Ground water

recharge and draft were computed separately for command and non-command areas. The present Ground Water Development in the

district has been calculated for command area and non-command area separately for each block. All the blocks in the study area have been

categorized as safe from ground water abstraction point of view.

S

37

3.1 Season wise Water Availability

3.2 Status of Ground Water Availability:

38

3.3 Status of Command Area:

16

22

.00

10

81

.00

30

3.1

0

42

1.0

0

97

5.5

5

73

4.6

9

24

5.0

0

11

56

.00

77

0.0

0

32

4.8

5

64

6.0

0

34

33

.49

68

8.3

1

37

7.0

0

0.00

500.00

1000.00

1500.00

2000.00

2500.00

3000.00

3500.00

4000.00


Canal Command

Developed Command Undeveloped Command

Graph 3.3.1.: Status of Canal Command

39

3.4 Existing Type of Irrigation: Table 3.4 Status of Command Area Source: RMIS I&FC, Nagaland

Go

vt.

can

al

Co

mm

un

ity/

Pvt

.

Ch

ann

el

Co

mm

un

ity

Po

nd

s

incl

ud

ing

smal

l

Ind

ivid

ual

/Pvt

.

Po

nd

s

Go

vt.

Re

serv

oir

/Dam

s

Go

vt.

Pvt

.

Co

mm

un

ity/

Go

vt.

Pvt

.

Go

vt.

Pvt

.

BhandariNumbers 145 145

Command 2056.5 2057Changpang

Numbers 102 102

Command 646.05 646Chukidong

Numbers 84 84

Command 303.1 303Ralan

Numbers NA 64 64

Command 177.65 178Sinis

Numbers 124 124

Command 975.55 976Wozhuro

Numbers 42 42

Command 523.27 523Wokha

Numbers 29 29

Command 734.69 735

Name of the Block:

Name of the Block:

Name of the Block:

Name of the Block:

Name of the Block:

Name of the Block:

Name of the Block:

Wat

er

ext

ract

ing

un

its

(4+5

+6)

Total

Channel Based Tanks/Ponds/Reservoirs Tube wells Open wells Bore well

Ele

ctri

city

pu

mp

(4

)

Die

sel p

um

p (

5)

Oth

ers

(6

)

Irri

gati

on

so

urc

es

(1+2

+3)

Water extraction devices/Lift

Sou

rce

of

Irri

gati

on

Surface Irrigation (1) Ground Water (2)

Oth

er

sou

rce

s in

clu

din

g

Trad

itio

nal

WH

S (3

)

Tre

ate

d e

fflu

en

t d

isch

arge

d

fro

m S

TP

40

Chapter- 4 Water Requirement/Demand:

ccording to Froukh the term ‘domestic water demand’ is the amount of water required for domestic uses. Water demand

forecasting is essential to water utilities, both for day-to-day operations and for long-term planning. A number of factors

like climate, culture, food habits, work and working conditions, level and type of development, and physiology determine

the requirement of water. As per the Bureau of Indian Standards, a minimum water supply of 200 litres per capita per day

(lpcd) should be provided for domestic consumption in cities with full flushing systems. It also mentions that the amount of water supply

may be reduced to 135 lpcd for the LIG and the economically weaker sections (EWS) of the society and in small towns.

For calculating the domestic water requirement 135 litres per person per day capacity was used to compute the gross water

demand for a Year.

4.1. Domestic Water Demand Table 4.1 Domestic Water Demand Souces: Department of PHED,CWC, Census of Nagaland 2011

Sl.

No

BlocksPopulation in

2011

Decadal growth

Rate

Projected

population in

2015

Present water

Requirement

Projected

Population in 2020

Gross Water

Demand 2020

Water Gap in 2020

(BCM)

1 Bhandari 20469 98.81% 30582 0.001506928 40694 0.00201 0.00050

2 Changpang 6317 98.81% 9438 0.000465057 12559 0.00062 0.00015

3 Chukidong 20014 98.81% 29902 0.001473421 39790 0.00196 0.00049

4 Ralan 5735 98.81% 8568 0.000422188 11402 0.00056 0.00014

5 Sinis 59728 98.81% 89237 0.004397153 118745 0.00585 0.00145

6 Wozhuro 37464 98.81% 55973 0.00275807 74482 0.00367 0.00091

7 Wokha 16618 98.81% 24828 0.0012234 33038 0.00163 0.00040

Total: 166345 248528 0.012246217 330710 0.01630 0.00405

A

41

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

100000

Bhandari Changpang Chukidong Ralan Sinis Wozhuro WokhaPopulation in 2011 Projected population in 2015

42

0

0.001

0.002

0.003

0.004

0.005

0.006

0.007


Chart Title

Present water Requirement Gross Water Demand 2020

Graph 4.1.1.: Population Projection in 2025 Graph 4.1.2.: Domestic Water requirement population wise

43

0

10

20

30

40

50

60

Drinking Cooking Bathing Washing Clothes

Washing of Utensils

Cleaning of houses

Flushing of latrines

Consumption in liter per person per day

Consumption in liter per person per day

44

Bhandari12%

Changpang4%

Chukidong12%

Ralan3%

Sinis36%

Wozhuro23%

Wokha10%

Water Gap in 2020 (BCM)

Graph 4.1.2.1: Water Consumption in Liters per Person per Day Graph 4.1.2.2: Domestic Water Demand

Average Per capita Domestic water requirement is 135 litres per day; Based on this information Gross water Demand for Whole District

in current year is 0.01225 BCM per annum. The projected gross water demand in 2020 is 0.01630 BCM for per annum. Thus water gap is

0.00405 BCM for Wokha District per annual.

4.2. Crop water Demand:

It is essential to know the water requirement of a crop which is the total quantity of water required from its sowing time up to

harvest. Naturally different crops may have different water requirements at different places of the same country, depending upon the

45

climate, type of soil, method of cultivation, effective rain etc. The total water required for crop growth is not uniformly distributed over its

entire life span which is also called crop period. Actually, the watering stops same time before harvest and the time duration from the first

irrigation during sowing up to the last before harvest is called base period. Though crop period is slightly more than the base period, they

do not differ from practical purposes. The total depth of water required to raise a crop over a unit area of land is usually called delta. Some

typical values of delta for common crops in some regions of India are as follows:

Rice

1000mm to 1500mm for heavy soils or high water table

1500mm to 2000mm for medium soils

2000 to 2500 for light soils or deep water table

1600mm for upland conditions

Wheat

250mm to 400mm in northern India

500mm to 600mm in Central India

Barley: 450mm

Maize

100mm during rainy season

500mm during winter season

900mm during summer season

This information is based on Handbook of Agriculture (fifth edition, 2000) published by the Indian Council of Agricultural Research.

Crop water requirement is calculated based on water depth required for each crop and area sown given in table 4.2 maximum percentage

of whole crop water is consumed by paddy crop only. Total crop water demand for 2015 is 0.23217 BCM. Existing water availability is

0.12811 BCM. Hence 0.10406 BCM potential has to be created for 2015.

46

Table 4.2 Crop Water Requirement Source: RMIS I&FC, Nagaland

Block Crops Area sown (ha)Irrigated area

(ha)

Crop water

demand (mm)

Water potential

required (BCM)

Existing Water

potential (BCM)

Water potential

to be created

(BCM)

Kharif 2649.07 2056.5 2000 0.052981365 0.04113 0.011851365

Rabi 572.50 487.95 1000 0.005724964 0.0048795 0.000845464

0.058706329 0.0460095 0.012696829

Kharif 1614.17 646.05 2000 0.032283423 0.012921 0.019362423

Rabi 510.25 372 1000 0.005102533 0.00372 0.001382533

0.037385956 0.016641 0.020744956

Kharif 747.10 303.1 2000 0.014942099 0.006062 0.008880099

Rabi 186.72 123.3 1000 0.001867175 0.001233 0.000634175

0.016809274 0.007295 0.009514274

Kharif 1218.70 177.65 2000 0.02437406 0.003553 0.02082106

Rabi 258.00 109.25 1000 0.002580036 0.0010925 0.001487536

0.026954095 0.0046455 0.022308595

Kharif 1712.96 975.55 2000 0.034259118 0.019511 0.014748118

Rabi 609.94 504.7 1000 0.006099362 0.005047 0.001052362

0.04035848 0.024558 0.01580048

Kharif 1254.65 523.27 2000 0.025093086 0.0104654 0.014627686

Rabi 313.61 230.48 1000 0.003136123 0.0023048 0.000831323

0.028229209 0.0127702 0.015459009

Kharif 1086.34 734.69 2000 0.02172685 0.0146938 0.00703305

Rabi 200.16 149.85 1000 0.00200164 0.0014985 0.00050314

0.02372849 0.0161923 0.00753619

Wozhuro

Wokha

Ralan

Bhandari

Changpang

Chukidong

Sinis

Total :

Total :

Total :

Total :

Total :

Total :

Total :

47

0.0

58

71

0.0

37

39

0.0

16

81 0.0

26

95

0.0

40

36

0.0

28

23

0.0

23

73

0.0

46

01

0.0

16

64

0.0

07

30

0.0

04

65

0.0

24

56

0.0

12

77

0.0

16

19

0.0

12

70

0.0

20

74

0.0

09

51

0.0

22

31

0.0

15

80

0.0

15

46

0.0

07

54

0.00000

0.01000

0.02000

0.03000

0.04000

0.05000

0.06000

0.07000


Crop Water Requirement

Water potential required (BCM) Existing Water potential (BCM) Water potential to be created (BCM)

Graph 4.2.1.: Crop Water Requirement

4.3. Livestock water Demand:

Global trend in animal production indicates a rapid and massive increase in the consumption of livestock products. It is predicted

that meat and milk consumption will grow at 2.8 and 3.3% per annum, respectively, in developing countries like India where the whole

system of rural economy has revolved around livestock production. Providing enough quality water is essential for good livestock

husbandry. Water makes up 80% of the blood, regulates body temperature and is vital for organ functions such as digestion, waste

removal and the absorption of nutrients. Understanding daily livestock watering needs is key when designing a livestock watering system.

The daily water requirement of livestock varies significantly among animal species. The animal's size and growth stage will have a

strong influence on daily water intake. Consumption rates can be affected by environmental and management factors. Air temperature,

relative humidity and the level of animal exertion or production level are examples of these factors. The quality of the water, which

includes temperature, salinity and impurities affecting taste and odour, will also have an effect. The water content of the animal's diet will

influence its drinking habits. Feed with relatively high moisture content decreases the quantity of drinking water required.

48

Given that drinking water needs are species-, farm- and management-specific, many producers today are opting to install water-

metering equipment to obtain accurate measurements of water use. If medication is ever provided through the livestock's watering

system, the meter can be used to ensure proper dose rates. Table 4.3 gives block water demand for livestock for current year and for 2020.

Number of livestock as per 2012census is 120751. Estimation is done based on livestock water demand which is different for types of

animals. There is no additional water requirement as stored water is more than water requirement. 25% of water is reserved for this

purpose in all current and future structures.

49

0.00000000

0.00005000

0.00010000

0.00015000

0.00020000

0.00025000


Livestock Water Demand

Present water demand (BCM) Water demand in 2020 (BCM)

Water potential to be created (BCM)

Bhandari

16%

Changpang4%

Chukidong15%

Ralan

9%

Sinis34%

Wozhuro22%

Water Potential to be Created

Graph 4.3.1.1: Livestock Water Demand Graph 4.3.1.2: Water Potential to be created

4.4. Industrial Water Demand

Table 4.4 Industrial Water Demand

BlockName of the

industryWater demand (BCM)

Water demand in 2020

(BCM)

Existing Water potential

(BCM)

Water potential to be

created (BCM)

Bhandari

Changpang

Chukidong

Ralan

Sinis

Wozhuro

Wokha

0

NOT APPLICABLE

50

4.5. Water demand for Power generation:

District Power requirement MW Water demand (BCM)Water demand in 2020

(BCM)

Existing Water potential

(BCM)

Water potential to be

created (BCM)

Wokha 24.35 0.00000 0.04257 0.04257 0.04257

4.6. Water Demand of the district for various sectors (Projected 2020) :

Domestic Crop Livestock IndustrialPower

generation

1 Bhandari 0.002005 0.069306 0.00010158 - 0.04257 0.11399

2 Changpang 0.000619 0.047746 0.00002675 - 0 0.04839

3 Chukidong 0.001961 0.028329 0.00009291 - 0 0.03038

4 Ralan 0.000562 0.034234 0.00005589 - 0.63072 0.66557

5 Sinis 0.005851 0.048918 0.00021437 - 0.01104 0.06602

6 Wozhuro 0.003670 0.038269 0.00014321 - 0 0.04208

7 Wokha 0.001628 0.027368 0.00004211 - 0.00788 0.03692

Sl. No. Block

Components

Total, BCM

0.000000

0.100000

0.200000

0.300000

0.400000

0.500000

0.600000

0.700000

Chart Title

Domestic Crop Livestock Industrial Power generation

Graph 4.6.1.: Water Demand of the district for various sectors (Projected 2020)

51

4.7. Water Budget

A water budget reflects the relationship between the existing water availability for various sectors in the District and the actual

water demand to fulfil the water requirement in developing the area in totality. Thus a direct comparison on water availability and water

demand for current water gap and projected water gap for the year 2020 is worked out for planning out the Agriculture infrastructure /

inputs, irrigation structures, etc. required for developing and bridging the gaps of the present and future requirements.

Table 4.7 Water Budget

Surface Water Ground Water Present Projected (2020) Present Projected (2020)Bhandari 0.0476032 - 0.0476032 0.060300067 0.1139867 0.0126968 0.053687Changpang 0.0171288 - 0.0171288 0.037873789 0.0483915 0.0207450 0.010518Chukidong 0.0088472 - 0.0088472 0.018361431 0.0303828 0.0095143 0.012021Ralan 0.0051154 - 0.0051154 0.027423976 0.6655718 0.0223086 0.638148Sinis 0.0414375 - 0.0414375 0.057237945 0.0660216 0.0158005 0.008784Wozhuro 0.0156508 - 0.0156508 0.031109796 0.0420825 0.0154590 0.010973Wokha 0.0174516 - 0.0174516 0.024987785 0.0369225 0.0075362 0.011935

Total 0.1532345 0.1532345 0.2572948 1.0033596 0.1040603 0.7460648

Name of the

Block

Existing Water Availability (BCM)Total (BCM)

Water Demand (BCM) Water Gap (BCM)

0.0000000

0.1000000

0.2000000

0.3000000

0.4000000

0.5000000

0.6000000

0.7000000

Bhandari Changpang Chukidong Ralan Sinis Wozhuro

Chart Title Existing Water Availability (BCM) Surface Water

Water Demand (BCM) Present

Water Demand (BCM) Projected (2020)

Water Gap (BCM) Present

Water Gap (BCM) Projected (2020)

Graph 4.7.1.: Water budget

52

Chapter -5

Strategic Action plan

ater is essential for sustaining life and at the same time, it is an important component for almost all developmental

plans. The schemes for development of water resources for beneficial use of the society have been taken up since

the time immemorial. Considerable progress has been made in respect of water resources development in India

after independence through various Plans and such developments have helped in almost fivefold increase in creation

of irrigation potential. Total created irrigation potential at pre-Plan period was about 22.6million hectares (Mha) which at present is about

108.2 Mha. There has also been appreciable development in the areas of drinking water supply and other uses. However, growing

population, urbanization and industrialization has led to considerable increase in demand of water for various purposes e.g., irrigation,

domestic needs, industrial requirements etc. In this regard, it may be mentioned that the water sector has very strong linkages with all

other developmental activities. In view of fast changing development scenario, it is emphasized that the key priorities and identified

strategies cannot be considered as static and firm. These need to be reviewed and improved upon from time to time. In this regard a

comprehensive “Strategic Plan for District Irrigation” has been prepared through geospatial approach:

5.1. Methodology

Diverse research methodologies using RS and GIS have been applied by different authors to identify potential rainwater harvestings

in remote and data scarce areas; in most of these methods, thematic maps are derived from remote sensing data and integrated in GIS to

evaluate suitable sites for rainwater harvesting. Remote sensing is of immense use for natural resources mapping and generating necessary

spatial database required as an input for GIS analysis. GIS is a tool for collecting, storing and analysing spatial and non - spatial data, and

developing a model based on local factors can be used to evaluate appropriate natural resources development and management action

W

53

plans. Both these techniques can complement each other to be used as an effective tool for selecting suitable sites for water harvesting

structures.

In assessment of proposed rainwater harvesting structures potential using GIS and RS, outlines six key factors that require to be

integrated into a GIS framework in order to successfully develop a suitable model for RWH. This include; rainfall, hydrology (rainfall-runoff

relationships), slope, land cover, soils (texture, structure, depth) and socio-economics of the area under consideration.

5.2 Prioritization of Blocks and activity for Strategic Planning

The prioritization is the heart of the programme in which any programme will be implemented. Some of the important activities to

be included in first phase or first year and some of the activity included in last year or last phase. For prioritization of the activity and block

fallowing criteria has been adopted.

1. Scenario of present surface irrigation status.

2. Talk to local peoples and public representatives.

3. Availability of Resources.

4. Percentage of Farmers.

5. Cropping Intensity.

6. Ground Water Situation.

7. Availability of Degraded Land.

8. Land Capability Status.

9. Percentage of Irrigated area to total cropped area.

54

The action Annual Plan of the District is prioritised for the current year (2016-17) based on the above criteria after taking into

consideration the District Agriculture Plan (DAP) already prepared for Rastriya krishi vikas yojana (RKVY) vis-à-vis irrigation infrastructure

currently available and resources that would be added during XII Plan from other on-going schemes, viz RIDF, MPLADP, MLALAD, AIBP, and

IWMP in conjunction with other convergence programme like MGNREGS etc. The five year Plan (2017-18) to (2021-22) of the District for the

next Five year Plan has been tentatively projected with the cluster of activities. (Annexure- III & IV) The District irrigation Plan envisaged

developing the irrigation infrastructure in conjunction with the other supporting infrastructures commanding an area of 419 hectares during

the current year (2016-17) and 3500 hectares of the command area out of the total 35108.488 hectares of the estimated Irrigation potential

area of the District during XIII Five year Plan.

Table - 5.1

New

Schemes

On-going

Scheme

Spillover

Total Out-lay

1 Major

2 Medium

3. a Bhandari 11 88 1st year 220.00 80.05

b Champang 7 40 1st year 100.00 12.16

c Chukitong 12 39 1st year 97.50 48.63

d Ralan 3 118 1st year 295.00 23.32

e Sanis 19 60 1st year 150.00 127.65

f Wokha 14 37 1st year 92.50 56.72

g Wozhuro 8 37 1st year 92.50 39.50

Total: 74 419 1047.50 388.03

4 Lift Irrigation

5 Ground Water Devp.

6 RRR of Water Bodies

7

7 .1 Lined Field Channels

7 .2 Unlined Field Channels

1435.53

Annual Action Plan for Irrigation in Wokha District under PMKSY:

AIBP

MoWRHar Khet Ko

Pani

Surface Minor Irrigation

Construction of Field Channels

MoWR

Sl

No.

Name of the

Block/ Sub District

Concern

ministry/

Department

Component Activity

Total

Number/

Capacity

(cum)

Command

Area/

Irrigation

Potential (Ha)

Period of

Implimentatio

n (5/7 Years)

Estimated Cost. (in Rs. Lakhs)

55

New

Schemes

On-going

Scheme

Spillover

Total Out-lay

8.a Bhandari 9 1st year 60.93

b Champang 4 1st year 27.08

c Chukitong 4 1st year 27.08

d Ralan 12 1st year 81.24

e Sanis 6 1st year 40.62

f Wokha 4 1st year 27.08

g Wozhuro 4 1st year 27.08

Total: 43 291.11

9 DPAP Drip

10 DPAP Sprinkler

11 Non-DPAP Drip

12 Non-DPAP Sprinkler

13 Topping up of MGNREGA14

a Bhandari 36960 79.2


c Chukitong 12600 1st year 27



f Wokha 12600 1st year 27


Total: 297.9

291.11

297.9

Micro-Irrigation

Per Drop

more Crop

(Micro

Irrigation)

Per Drop

more Crop

(Micro

Irrigation)

Estimated Cost. (in Rs. Lakhs)

Sl

No.

Name of the

Block/ Sub District

Concern

ministry/

Department

Component Activity

Total

Number/

Capacity

(cum)

Command

Area/

Irrigation

Potential (Ha)

Period of

Implimentatio

n (5/7 Years)

1st yearPer Drop

more Crop

(Supplimentar

y Water

Management

Activities)

MoWR

Drought Proofing

Through Check Dams/

Water Harvesting

Structures

56

15 Secoundary Storage

Structures (On Farm

Development)

Pipe 41 1st year 4.1

Furrow Syst. 17 1st year 0.68













Total: 22.84

16 On Farm Development

(Distribution Pipe/ Raised

Bed and Furrow System

etc.)

22.84

a

b

c

d

e

f

g

Bhandari

Champang

Chukitong

Ralan

Sanis

Wokha

Wozhuro

Per Drop

more Crop

(Supplimentar

y Water

Management

Activities)

On Farm Development

(Distribution Pipe/ Raised

Bed and Furrow System

etc.)

MoWR

57

Estimated cost, Rs.in lakh.

Sl. NoName of the

Block/ District

Concerned

Ministry/

Department

Component ActivityTotal number/

Capacity (cu.m)

Command area

/ Treatment

area, Ha.

Estimated cost,

Rs.in lakh.

Period of

Implementa

tion (in

years)

Fun Reqd. for

2016-17

A.OH. 131.22 33.44

M&E 26.24 10.74

EPA 52.49 4.59

I&CB 65.61 18.42

DPR 13.12 1.98

Works : WHS 0.00

i. Dugout Farm pond 196.83 55.00

ii. Check dam 65.61 65.00

iii. Percolation tank 0.00 0.00

iv. Embankment 131.22 60.00

Soil & Moist. Consv works 131.22 57.00

All Plantation activity: 209.96 51.02

All Livelihood & ME 249.32 69.00

Consolidation activity: 39.37 39.38

TOTAL: 1312.23 465.57

A.OH. 81.23 49.29

M&E 16.25 8.72

EPA 32.49 3.06

I&CB 40.61 23.31

DPR 8.12 0.76

Works : WHS 0.00









TOTAL: 812.25 503.40

465.57

503.40

17 a. Bhandari DoLR, MoRD

PMKSY

Watershed

Development

18 IWMP

project

villages

8748.19 5 years

17 b. Changpang DoLR, MoRD

PMKSY

Watershed

Development

10 IWMP

project

villages

5415.00 5 years

58

A.OH. 42.00 17.43

M&E 8.40 3.54

EPA 16.80 1.69

I&CB 21.00 7.28

DPR 4.20 0.87

Works : WHS 0.00 0.00









TOTAL: 420.00 198.91

A.OH. 54.30 28.73

M&E 10.86 5.16

EPA 21.72 12.52

I&CB 27.15 13.68

DPR 5.43 2.73

Works : WHS 0.00 0.00









TOTAL: 543.00 311.51

198.91

311.51

PMKSY

Watershed

Development

9 IWMP

project village3620.00

17 c. Chukitong DoLR, MoRD

PMKSY

Watershed

Development

9 IWMP

project village2800.00 5 years

17 d. Ralan DoLR, MoRD5 years

59

A.OH. 137.03 73.43

M&E 27.41 16.87

EPA 54.81 -1.12

I&CB 68.52 44.74

DPR 13.70 1.05

Works : WHS 0.00 0.00









TOTAL: 1370.30 797.46

A.OH. 153.75 42.57

M&E 30.75 10.08

EPA 61.50 9.44

I&CB 76.88 26.48

DPR 15.38 9.91

Works : WHS 0.00 0.00









TOTAL: 1537.50 484.53

797.46

484.53

17 f. Wokha DoLR, MoRD

PMKSY

Watershed

Development

12 IWMP


17 e. Sanis DoLR, MoRD

PMKSY

Watershed

Development

17 IWMP


60

A.OH. 179.70 40.10

M&E 35.94 7.87

EPA 71.88 12.98

I&CB 89.85 19.82

DPR 17.97 2.89

Works : WHS 0.00









TOTAL: 1797.00 418.89

17 .1 Farm Ponds17 .2 Check Dams17 .3 Nallah Bunds17 .4 Percolation Tanks

17 .5

Other Ground Water

Recharge Structure

17 .6 Fishery Ponds/ Cattle

Pond18

18 .1 Farm Ponds

18 .2 Check Dams

18 .3 Nallah Bunds18 .4 Percolation Tanks

18 .5

Other Ground Water

Recharge Structure

18 .6 Fishery ponds/ cattle

418.89

17 g. Wozhuro DoLR, MoRD

PMKSY

Watershed

Development

12 IWMP


Renovated WHS

DoLR-MoRD

61

19

Water Conservation

IWMP,

Rs.in lakh.

Convergenc

e with

MGNREGA,

Rs.in lakh.

19 .2

a Bhandari 640.00 393.67 246.33

b Champang 410.00 243.68 166.33

c Chukitong 190.00 126.00 64.00

d Ralan 285.00 162.90 122.10

e Sanis 640.00 411.09 228.91

f Wokha 790.00 461.25 328.75

g Wozhuro 860.00 539.10 320.90

3815.00 2337.68 1477.32

19 .3Creation of irrigation canals

and Drains

19 .4Providing Infrastucture for

irrigation

19 .5 Land Development

a Bhandari 8 1st year 15.36


c Chukitong 3 1st year 5.76



f Wokha 3 1st year 5.76


Total: 38 1st year 72.96 72.96

295.46329

Sl. No

19 .1

Estimated

cost, Rs.in

lakh.

Funding source

Name of the

Block/ District

DoLR-MoRD

Concerned

Ministry/

Department

ActivityTotal number/

Capacity (cu.m)

Command area

/ Treatment

area, Ha.

Annex in ANNEXURE - IIDoLR-MoRD

PMKSY

convergence

with

MGNREGA

Water Harvesting

Total:

Convergence

with

MGNREGA

DoLR-MoRD

PMKSY

convergence

with

MGNREGA

Component

Newly Created

DoLR-MoRD

PMKSY

convergence

with

MGNREGA

62

20

20 .1 Water Conservation

20 .2 Water Harvesting

21

21 .1Farm Ponds

21 .2Medium irrigation

21 .3Surface Minor irrigation

22

23

24

25

TOTAL ESTIMATED OUTLAY FOR PMKSK 2016 - 17 Rs. (in Lakhs): 5596.0646

State Planned Scheme of Irrigation

State

Irrigation

Department

Renovation

Irrigation

Scheme of

State

Agriculture

Department

DoLR-MoRD

Name of the

Scheme

63

ANNEXURE I

Sl.

NoName of the Project Block Name of Village Activity

Comman

d Area

(Ha)

New

Schemes

(Rs.) in lakhs

On-going

Scheme

Spillover

Total

Estimated Cost

(Rs. In Lakhs

1 Apugoki Akahuto 5 12.50

2 Apughoki Akahaiqa 12 30.00

3 Tsurang Sumito 4 10.00

4 (2) Chukhachucho Longayim 3 7.50

5 (4) Mekirangtchu Mekirang 3 7.50

6 (5)Karatchu Pangtong 4 10.00

7 Tsukitchu Ruchan 4 10.00

8 (6) Nongochu Serika 2 5.00

9 (7) Sunkha Suphayan 32 80.00

10 (8) Tsetsantchuro Tssori Old 2 5.00

11 (8) Tsetsantchuro Yimpang 4 10.00

12 (9) Rumpang Yimpang 13 32.50

13 Tsucho Serika 23.314

14 Koro River (Upper) Koro 23.314

15 Phuksuphen (Cluster) Yimparasa 33.426

16 (1) Lantsatchu Changpang 10 25.00

17 (3) Koiotchu Longtssiri 14 35.00

18 (17) Shumpoktong Tchuro Akuk New 10 25.00

19 Ngato Tchu Akuk New 3 7.50

20 (18) Olimhomotchu Akuk Old 3 7.50

21 Hantsantchu Chanka 12.163

Bhandari

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Annual Action Plan (Har Khet Ko Pani ) for Wokha District During 2016-17

300.05

Champang

112.16

Sl.


Comman

d Area

(Ha)

New

Schemes

(Rs.) in lakhs

On-going

Scheme

Spillover

Total

Estimated Cost

(Rs. In Lakhs

22 (10) Mhorukvu Chukitong 9 22.50

23 (11)Tchukhyo Longla 3 7.50

24 (12) Mungyatchu Mungya 7 17.50

25 (13) Makyu N. Longidang 5 12.50

26 (14) Ntsantongtchu Seluku 7 17.50

27 (15) Tsungikitchu Tsungiki 5 12.50

28 (16) Echutchu Yanthamo 3 7.50

29 Aloben (Cluster) Chukitong 48.628

30 (42) Sosurotchu Chandalashong B 100 250.00

31 (47) Ralan Ralan Old 15 37.50

32 (51) Shumrotchu Yampha 3 7.50

33 Tukuchen Ralan 23.315

34 (19) Nongrutchu Aree Old 2 5.00

35 (20) Merlang Tongti Chudi 10 25.00

36 (21) Sherutchu Lakhuti 2 5.00

37 (22) Pentsotchu Longtsung 11 27.50

38 (23) Nzhu Lotsu 2 5.00

39 (24) Meshanphen Meshangben 3 7.50

40 (25) Baghty Valley Morakjo 4 10.00

41 (26) Tchushang Pangti 8 20.00

42 (27) Sepvui Hayi Pyangsa 2 5.00

43 (28) Sanis Echak Sanis 3 7.50

44 (29) Tsuza Sungro 2 5.00

45 (30) Ratsu Hayi Tsopo 2 5.00

46 (31) Soyi Liphyu Upper-Bagty 6 15.00

47 (32) Sotsu Lungtha Yanchucho 3 7.50

48 Tsurang Akuk 20.273

49 Longrotchu (Cluster) Aree Old 42.545

50 Tsundungu (Cluster) Sokvu 29.377

51 Tsunkoktchu (Cluster) Lakhuti 35.457 277.65

318.32

146.13

Sanis

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Chukitong

Ralan

Sl.


Comman

d Area

(Ha)

New

Schemes

(Rs.) in lakhs

On-going

Scheme

Spillover

Total

Estimated Cost

(Rs. In Lakhs

52 (33) Wozutsuchu Changsu Old 2 5.00

53 (34) Phenju Elyumyo 3 7.50

54 (35) Tchuben Humtso 3 7.50

55 (36) Melenju Longsa 3 7.50

56 (37) Litsu Longsachung 2 5.00

57 (38) Tsungtantsu Niroyo 2 5.00

58 (39) Jendong Rephiyim New 3 7.50

59 (40) Lumkhumchung Wokha 14 35.00

60 (41) Sangphyatchu Yikhum 5 12.50

61 Yanpha Valley (Cluster) Wokha 56.723

62 (43) Mekhe Hanku 5 12.50

63 (44) Nzhu Meriyan 17 42.50

64 (45) Shungtchu Phiro 3 7.50

65 (46) Echuju Pongitong 5 12.50

66 (48) Lihayi Sankiton 3 7.50

67 (49) Shamuti Shaki 2 5.00

68 (50) Kansung Totsu 2 5.00

69 Nruk (Cluster) Hanku 39.495

419 1047.50 388.032 1435.532

Surface Minor

Irrigation

(Har Khet Ko

Pani)

Total:132.00

149.22

Wokha

Wozhuro

Surface Minor

Irrigation

(Har Khet Ko

Pani)

IWMP,

Rs.in

lakh.

Convergence

with

MGNREGA,

Rs.in lakh.Works : WHS

i. Dugout Farm pond 340.00 196.83 143.17

ii. Check dam 100.00 65.61 34.39

iii. Percolation tank 0.00 0.00 0.00

iv. Embankment 200.00 131.22 68.78

TOTAL: 640.00 393.67 246.33

Works : WHS


ii. Check dam 70.00 40.61 29.39


iv. Embankment 140.00 81.23 58.78

TOTAL: 410.00 243.68 166.33

Works : WHS


ii. Check dam 30.00 21.00 9.00


iv. Embankment 60.00 42.00 18.00

TOTAL: 190.00 126.00 64.00

2800.00 5 years3 Chukitong

DoLR,

MoRD

PMKSY

Watershed

Development

9 IWMP project

village (99596

mandays)

8748.19 5 years

2 ChangpangDoLR,

MoRD

PMKSY

Watershed

Development

10 IWMP

project villages

(147504

mandays)

1 BhandariDoLR,

MoRD

PMKSY

Watershed

Development

18 IWMP

project villages

5415.00 5 years

ANNEXURE - II

STRATEGIC ACTION PLAN FOR IRRIGATION IN WOKHA DISTRICT UNDER PMKSY

Sl.NoName of

the Block

Concerne

d

Ministry/

Departme

nt

Component Activity

Total

number/

Capacity

(cu.m)

Command

area/

Treatment

area, Ha.

Estimated

cost, Rs.in

lakh.

Period of

Impleme-

ntation (5/7

years)

Funding source

IWMP,

Rs.in

lakh.

Convergence

with

MGNREGA,

Rs.in lakh.

Sl.NoName of

the Block

Concerne

d

Ministry/

Departme

nt

Component Activity

Total

number/

Capacity

(cu.m)

Command

area/

Treatment

area, Ha.

Estimated

cost, Rs.in

lakh.

Period of

Impleme-

ntation (5/7

years)

Funding source

Works : WHS


ii. Check dam 40.00 27.15 12.85


iv. Embankment 100.00 54.30 45.70

TOTAL: 285.00 162.90 122.10

Works : WHS


ii. Check dam 100.00 68.52 31.49


iv. Embankment 200.00 137.03 62.97

TOTAL: 640.00 411.09 228.91

Works : WHS


ii. Check dam 120.00 76.88 43.13


iv. Embankment 220.00 153.75 66.25

TOTAL: 790.00 461.25 328.75

Works : WHS


ii. Check dam 140.00 89.85 50.15


iv. Embankment 300.00 179.70 120.30

TOTAL: 860.00 539.10 320.90

3815.00 2337.68 1477.32TOTAL AMOUNT:

10250.00 5 years

7 WozhuroDoLR,

MoRD

PMKSY

Watershed

Development

12 IWMP

project village

(192156

mandays)

11980.00 5 years

6 WokhaDoLR,

MoRD

PMKSY

Watershed

Development

12 IWMP

project village

(196856

mandays)

3620.00 5 years

5 SanisDoLR,

MoRD

PMKSY

Watershed

Development

17 IWMP

project village

(137072

mandays)

9135.33 5 years

4 RalanDoLR,

MoRD

PMKSY

Watershed

Development

9 IWMP project

village (73114

mandays)

Annexure - III

Sl.

No.Block 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 Total

1 Bhandari 88 126.00 116.00 105.00 95.00 84.00 614.00

2 Champang 40 122.00 112.00 102.00 92.00 81.00 549.00

3 Chukitong 39 137.00 126.00 115.00 103.00 91.00 611.00

4 Ralan 118 87.00 80.00 73.00 65.00 58.00 481.00

5 Sanis 60 102.00 94.00 85.00 77.00 68.00 486.00

6 Wokha 37 120.00 110.00 100.00 90.00 80.00 537.00

7 Wozhuro 37 44.00 41.00 37.00 33.00 30.00 222.00

419 738 679 617 555 492 3500Total

Stratagic Action Plan for Irrigation in District under PMKSY (WOKHA)

Wokha ANNEXURE -IV

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

A.OH. 105.00 78.55 0.58 78.55 0.42 30.11 0.00 1.73 0.00 1.38 0.00 0.00 0.00 0.00 0.00 0.00 0.42 33.22

M&E 21.00 7.28 0.83 11.04 0.17 11.65 0.00 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.17 12.30

EPA 42.00 38.57 12.06 39.07 0.00 4.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.20

I&CB 52.50 39.88 1.16 78.21 0.00 13.42 0.00 0.17 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.73

DPR 10.50 9.55 2.69 8.78 0.00 1.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.85

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

i. Dugout Farm pond 157.50 43.90 110.00 43.74 7.00 3.46 1.00 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 3.86

ii. Check dam 105.00 14.26 144.00 14.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

iii. Percolation tank 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

iv. Embankment 52.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Soil & Moist. Consv works 105.00 116.45 396.32 116.21 67.85 85.38 7.00 4.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.85 89.58

All Plantation activity: 168.00 263.41 989.69 261.91 202.80 105.34 14.94 3.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 217.74 108.88

All Livelihood & ME 199.50 107.13 407.60 107.13 70.84 70.29 8.00 2.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.84 72.50

Consolidation activity: 31.50 0.00 0.00 0.00 0.00 29.43 0.00 0.00 0.00 2.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.50

A.OH. 26.22 14.47 0.00 14.47 0.00 11.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.75

M&E 5.24 2.14 0.00 2.14 0.00 3.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.09

EPA 10.49 10.68 3.00 10.68 0.00 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.39

I&CB 13.11 10.82 3.00 4.37 0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00

DPR 2.62 2.60 1.00 1.91 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 26.22 1.75 18.00 1.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 13.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





District :

7000.00

1748.19

3B3B1

3B3C2

Cost

borne by

IWMP

Rs. Lakh

AchievementAction Plan forTotal

estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

Bhandari

Bhandari

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 49.50 23.59 0.00 24.19 0.00 25.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.91

M&E 9.90 4.54 0.00 4.54 0.00 5.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.36

EPA 19.80 19.22 7.00 16.30 0.00 1.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.20

I&CB 24.75 12.56 9.00 12.56 0.00 12.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.10

DPR 4.95 4.84 4.00 4.84 0.00 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 49.50 2.26 23.00 2.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 24.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 31.73 8.35 0.00 8.35 0.00 23.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.38

M&E 6.35 2.99 0.00 2.89 0.00 3.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.36

EPA 12.69 10.83 2.00 10.83 0.00 1.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.86

I&CB 15.86 4.65 4.00 4.65 0.00 11.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.21

DPR 3.17 2.75 1.00 2.75 0.00 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 31.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 15.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





3300.00

2115.00

3B3C2

3B3C3

Changpang

Changpang


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 42.00 23.62 0.00 24.57 0.00 17.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.43

M&E 8.40 4.90 0.00 4.90 0.00 3.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.54

EPA 16.80 18.68 10.00 18.68 0.00 1.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.69

I&CB 21.00 13.87 0.00 13.87 0.00 7.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.28

DPR 4.20 4.71 0.00 5.21 0.00 0.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.87

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 42.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 21.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 6.00 2.65 0.44 2.65 0.56 3.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.56 3.35

M&E 1.20 0.68 0.57 0.68 0.43 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.43 0.52

EPA 2.40 1.87 0.78 1.87 0.22 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.53

I&CB 3.00 2.77 0.92 2.77 0.08 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.23

DPR 0.60 0.76 1.27 0.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





2800.00

400.00Ralan3B3B1

3B3B5 Chukitong


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 42.30 7.95 1.60 7.95 1.40 22.03 0.00 5.83 0.00 5.46 0.00 0.00 0.00 0.00 0.00 0.00 1.40 33.32

M&E 8.46 1.91 1.95 1.92 1.06 3.95 0.00 1.29 0.00 1.29 0.00 0.00 0.00 0.00 0.00 0.00 1.06 6.53

EPA 16.92 5.53 2.81 5.53 0.23 11.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23 11.46

I&CB 21.15 8.47 3.44 8.47 0.04 12.52 0.00 0.68 0.00 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.04 13.75

DPR 4.23 2.26 4.61 2.26 0.00 2.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.73

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 42.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 21.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 6.00 2.65 0.44 2.65 0.56 3.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.56 3.35

M&E 1.20 0.51 0.43 0.51 0.57 0.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.69

EPA 2.40 1.87 0.78 1.87 0.22 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.53

I&CB 3.00 2.07 0.69 2.07 0.31 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.93

DPR 0.60 0.75 1.25 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





2820.00

400.00

Ralan

Ralan

3B3B2

3B3B3


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 92.18 29.29 0.00 29.39 0.00 54.60 0.00 8.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.85

M&E 18.44 6.45 0.00 6.45 0.00 10.05 0.00 1.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.99

EPA 36.87 39.09 6.00 39.09 0.00 -1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.12

I&CB 46.09 17.41 15.00 17.42 0.00 27.86 0.00 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.67

DPR 9.22 8.90 5.00 8.21 0.00 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 92.18 1.65 17.00 1.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 46.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 44.85 8.20 0.00 9.43 0.00 18.83 0.00 3.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.40

M&E 8.97 1.54 3.00 1.55 0.00 6.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.82

EPA 17.94 18.63 5.00 18.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

I&CB 22.43 5.54 15.00 5.55 0.00 16.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.88

DPR 4.49 4.00 4.00 4.00 0.00 0.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.68

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 44.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 22.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





6145.33

2990.003B3B5

Sanis

Sanis

3B3B1


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 48.60 7.07 0.00 7.07 0.00 28.92 0.00 4.95 0.00 1.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.67

M&E 9.72 1.35 2.00 1.35 0.00 6.87 0.00 1.07 0.00 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.36

EPA 19.44 16.09 5.00 16.09 0.00 6.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.06

I&CB 24.30 5.04 15.00 5.04 0.00 18.59 0.00 0.50 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.26

DPR 4.86 3.48 2.00 3.48 0.00 1.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 48.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 24.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 30.15 12.15 0.00 12.15 0.00 13.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.65

M&E 6.03 2.96 1.00 2.96 0.00 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.21

EPA 12.06 8.81 5.00 8.81 0.00 3.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.38

I&CB 15.08 7.19 3.00 7.19 5.00 7.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 7.89

DPR 3.02 2.28 1.00 2.28 0.00 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.79

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 30.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 15.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





3240.00Wokha

Wokha 2010.003B3B5

3B3B1


Cost

borne by

IWMP

Rs. Lakh


estimated

cost, Rs.

Lakh

Waters

hed

codeW

ate

rsh

ed

nam

e

Block ActivityTotal

treatment

area, Ha.

2017-18 to 2021-

222016-17 2017-18 2018-19 2019-20 2020-21 2021-22

A.OH. 75.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 15.00 0.00 75.00

M&E 15.00 0.00 0.00 0.00 0.00 0.00 0.00 3.75 0.00 5.63 0.00 5.63 0.00 0.00 0.00 0.00 0.00 15.00

EPA 30.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00

I&CB 37.50 0.00 0.00 0.00 0.00 0.00 0.00 22.50 0.00 11.25 0.00 3.75 0.00 0.00 0.00 0.00 0.00 37.50

DPR 7.50 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.50

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 75.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 37.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





A.OH. 74.55 18.93 2.92 18.92 3.08 40.10 0.00 23.47 0.00 5.76 0.00 0.00 0.00 0.00 0.00 0.00 3.08 69.33

M&E 14.91 4.80 3.24 3.70 2.66 7.87 0.00 1.96 0.00 1.36 0.00 0.00 0.00 0.00 0.00 0.00 2.66 11.20

EPA 29.82 17.59 7.63 17.59 0.61 12.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.61 12.98

I&CB 37.28 19.46 12.85 17.30 0.74 19.82 0.00 0.97 0.00 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.74 21.36

DPR 7.46 6.72 11.41 6.88 0.00 2.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.89

Works : WHS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


ii. Check dam 74.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


iv. Embankment 37.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





Wokha

Wozhuro

5000.00

4970.00

3B3C3

3B3B1

pradhan mantri krishi sinchayee yojana (pmksy) district ... · annexure-i annual action plan (har...

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