IWMP -IV P.S. REVDER

IWMP -IV P.S. REVDER DETAILED PROJECT REPORT

NAME OF WATERSHED : IWMP-IV

MACRO : 12

MICRO : 1,2,3,4 & 5

GEOGRAPHICAL AREA : 4577 Hectare

PROPOSED AREA FOR TREATMENT : 4577 Hectare

PROJECT COST (Including convergence

with other schemes) : 859.38 Lacks

WATERSHED SCHEME : 549.24 Lacks

OTHER SCHEMES : 310.15 Lacks

TOTAL COST PER HACT. : 18776/-HA

W/S COST PER HACT. : 12000/-HA

PANCHAYAT SAMITI : REVDER

DISTRICT : SIROHI

Prepared By:-

ASSISTANT ENGINEER PANCHAYAT SAMITI REVDER

SIROHI (RAJ.)

1

I N T R O D U C T I O N

1. P.S. REODER At A Glance

P.S. REODER is situated between 240 25’ and 240 48’ North latitude and 720 15’ and 720 47’ East

longitude. Located in South West SIROHI the town of P.S. REODER is the P.S. headquarters.

The P.S. is bounded on the north by JALOR Distt & SIROHI P.S. on the east by P.S. ABUROAD

P.S. on the south by GUJRAT State and on the west by JALOR Distt & The total length of the

P.S. from west to east is 42 km while the breadth from north to south is 30 km approximately.

P.S. total geographical area of 1089 square km i.e 108900 Ha. The P.S. is divided for

administrative purposes in 37 Gram Panchayat.

2

A. Demography: The total number of

households being 31861 with an average

household Six of 7 per household. The

REODER P.S. has a total population of

175344 (as per 2001 census), at a density of

161 persons per sq km. The male Female

ratio in the district is 1000 males per

945females. The population has increased

in the P.S. by 19.22 % from 1991 to 2001.

The P.S. has a Scheduled Caste population of 58325 and Scheduled Tribe population of 20375

which is 33.26 % and 11.62 % of the total population. A larger section of the human population

i.e. 100 % (175344 people in rural area) of the P.S. resides in the villages. JAT and Meenas form

the larger portion of the tribal population in the P.S.

Climate: The watershed area falls under sub humid climatic zone. The average rainfall of the area is 535 mm. The climate of this area is influenced by the rain bearing South West wind and North East wind from Himalayan Mountains. The distribution of rain fall is uneven and erratic. Monsoon normally breaks in the middle of June and lasts till mid of September. July and August months account for the major share of annual rainfall. Winter rains are generally intermittent and mild runoff is produced mostly by showers. Winter showers being mild do not cause any runoff.

Summers are extremely hot May and June being hottest months recorded average maximum temperature is 45-48 C. December and January month account for lowest temperature Average minimum temperature is 4-7 C.

Rainfall Sirohi

0

200

400

600

800

1000

1200

1400

1998

1999

2000

2001

2002

2003

2004

2005

2006

2007

2008

2009

Year

Rai

nfa

ll (m

m)

POPULATION 2001

Total population 175344

Rural Population (%) 100

Urban Population (%) 0

Male Population (%) 51.41

Female Population (%) 48.59

% Population of Scheduled

Caste

33.26

% Population of Scheduled

Tribe

11.62

Density (per sq.Km) 161

Decadal growth rate (1991-

2001)

19.22

3

HUMIDITY: During summer month of April, May and June humidity is least. During rainy season it may be as high as 100 %. During winter it falls down to 25%. Critical period for crop and natural vegetation are the summer months. Evaporation and evapotranspiration losses in general are the highest during summer month. SOIL:

Soil in this area varies in their fertility from place to place. The area is characterised by shallow hills having kankar & Murrum & Sandy Loam. The soil is conducive to cultivation of Bajra , Gawar , Moong , Til and wheat. Sarson Soil on slopes is subjected to continuous fertility erosion. Soils are low in nitrogen and phosphorus and medium in respect of potash. TOPOGRAPHY AND DRAINAGE:

The topography of this region is gently undulating to rolling, Slopes range from 1.0% to 4%. Due to steep slopes deep gully and presence of many water courses their is no drainage problem. The runoff is drained through rivulets and all the runoff goes waste from the area. Soil being gravely, sub-surface drainage is also very good and there is no problem of water logging in any season during the year. The watershed forms parts of SIPU NADI MIP Catchment. NATURAL VEGETATION:

The vegetation is sparse due to various biotic factors i.e. deforestation, overgrazing etc. Which have destroyed the economic species and left with only little to account for? For stable and growing economy of nation, proper and optimum utilization of the natural land and water resources is essential particularly in the field of Agriculture. The national economy is mainly dependent on Agriculture, as 72 % of population depends on Agriculture or are linked with agriculture based industries, In the Sirohi district of Raj. state, where 68 % population is dependent on agriculture mainly rain fed, as only 12.14 % area is covered under irrigation. As a result most of the people are below poverty line.

Increase in population and family size which has resulted in reduction in land holding and in exploitation of natural resources has led to present state of degradation and deforestation. Degraded soil and forest can not full fill the requirement of food and fodder for survival of human and animals of this area. To meet the increasing demand of food and fodder of farmers with limited irrigation opportunity the optimum utilization of local resources with integration of technology and participatory approach is importance. .

Experiences throughout the world has shown that land and water resources can most effectively be treated on a watershed basis as they are interdependent resources and such treatment will have a significant effect on other areas also. We also know that in the field of a Agriculture there is close inter action between land and water for obtaining maximum production of food and fodder.

4

Releasing the importance of adopting an integrated approach and recognizing the mutual inter dependencies of natural resources, Govt. of India and Govt. of Raj . has taken up a major program of watershed development but more players are required to meet the present situation. IWMP has got involved in the field of agriculture based development after studying the various problems of rural people. They have adopted participatory approach with people participation and involvement of Zila Parisad Sirohi which the important component of this program is.

Through this approach their major thrust is to involve the people right from beginning of program so that they can address their own problems of the rural area. Keeping in view the need for sustainable development , augmenting of family income there by improving quality of life, main themes considered are :-

� Human resource Development.

(I) Training and Awareness camps

⇒ Awareness and capacity building of - Program partners ⇒ Exposure visits of - Self help groups - Village watershed committee - Staff members

- Village association members. � Soil and land management.

(I) Erosion control structure for agriculture land

⇒ Contour bunding ⇒ Farm bunding ⇒ Gully plugging (with loose boulder or Masonary) ⇒ Waste weir (Masonry)

� Runoff water management

(I) Erosion control structure for non agricultural land

⇒ Peripheral bunds ⇒ Masonry stone check dam ⇒ Staggered contour Trenches ⇒ Continues Contour Trench ⇒ Gully plug (II) Water Conservation Structure ⇒ Construction of farm ponds or percolation tank. ⇒ Water harvesting structure (Masonry)

� Increase vegetative cover by aforestation, Pasture Development and Agriculture

development. (I) Agriculture Development ⇒ Rain fed land farming with tree component ⇒ Agro Horticulture ⇒ Introducing new crop variety

5

⇒ Improved agriculture practices ⇒ Change in cropping pattern ⇒ Demonstration (II) Non Agriculture Land Development ⇒ Silvia Pasture ⇒ Afforastration � Animal husbandry.

(I) Livestock Development ⇒ Vaccination ⇒ Deworming ⇒ Infertility Camp ⇒ Urea Treatment ⇒ Castration ⇒ Introduce cross bred cow, buffaloes and goat. � Economic development by creating income generation opportunities.

� Rural energy management.

6

Annexure ‘A’ • CHAPTER – I

• INTRODUCTION

Location .

The Project is located in Revdar Block, of Sirohi district. The project area is between the

latitudes 24° 30’ 30” & 75° 23’ 30” longitudes. It is at a distance of 17 km from its Block head

quarters and 67 Kms from the district head quarters. There is 6 no. of habitations in the Project

area and other details are given below.

General features of watershed

S.No. Name of Project(as per GOI) IWMP SIROHI

IV

(a) Name of Catchment SIPU NADI

CATCHMENT

AREA

(b) Name of watershed area(local name) MANDAR W/S

© Project Area 4577 Ha

(d) Net treatable Area 4577 Ha

e) Cost of Project 549.24 Lack

f) Cost/hectare 12000/- Per Ha

g) Year of Sanction 2010-11

h) Watershed Code 11031201 to

11031205

i) No. of Gram Panchayats in project area 4 No

j) No. of villages in project area 6 No

k) Type of Project Other

l) Elevation (metres) 200-295 m

m) Major streams

n) Slope range (%) 0-3%

Macro/micro Name of Gram

Panchayat

Name of Villages Covered Census code of

villages

Area

Sorda Sorda 0819000502384700 1558

Sonela Dhanpura 0819000502384800 210

Mandar Mandar 0819000502384900 2019

12/1,2,3,4,5

Gundwara Bhilda khera, Gundwara 0819000502385100 440

Peethapura Peethapura M 350

7

The watershed falls in Agro climatic Zone IV.The soil texture is Sandy. The average rainfall is

52.6 cm. The temperatures in the area are in the range between 27-45 centigrade during

summer and 5-17 centigrade during winter. The major crops in the area are 2545 Ha (Tomato,

Maize, Wheat, Gram & Mastered), 44% land is under cultivation, 35% land fallow, 17% land is

wasteland. 13% land is irrigated through well & tube well.

1043 No of households are BPL (29.16% households) 979 are landless

households(27.38% households) and 2025 household are small and marginal

farmers(56.62%household) .Average land holding in the area is 1.23 ha. 55.60% area is single

cropped area and 12.87% is double cropped. The main source of irrigation is well & Tube well.

The average annual rainfall (10 years) in the area is 526 mm. The major festivals in the village

are Dashera, Deepawali & Holy. At present this village is having 20150 No population with

Communities like SC, ST and Other.

Climatic and Hydrological information 1 Average Annual Rainfall(mm)

Year Average Annual Rainfall(mm) 1 1998 508 2 1999 332 3 2000 320 4 2001 529 5 2002 192 6 2003 766 7 2004 386 8 2005 818 9 2006 1239 10 2007 636 11 2008 298 12 2009 396 13 2010 424

6844/13=526mm

Average Monthly rainfall (last ten years)

Month Rainfall(mm) i) June ii) July iii) August iv) September

3 Maximum rainfall intensity (mm) Duration rainfall intensity(mm) i) 15 minute duration ii) 30 minute duration iii) 60 minute duration

4 Temperature (Degree C) Season Max Min

8

i) Summer Season 45 27 ii) Winter Season 17 5 iii) Rainy Season 25 37

5 Potential Evaporation Transpiration (PET) (mm/day) Season PET i) Summer 15 ii) Winter 5 iii) Rainy 8

6 Runoff i) Peak Rate (cum/hr) ii) Total run off volume of rainy season (ha.m.) iii) Time of return of maximum

flood 2006-07 - -

iv)Periodicity of Drought in village area

2002-03 2008-09 -

Details of infrastructure in the project areas

Parameters Status (i) No. of villages connected to the main road by an all-

weather road 6 No.

(ii) No. of villages provided with electricity 5 No. (iii) No. of households without access to drinking water

No. of educational institutions : (iv) Primary(P)/ Secondary(S)/ Higher Secondary(HS)/ vocational institution(VI)

(P)

7

(UPS)

4

(HS)

1

(VI)

(v) No. of villages with access to Primary Health Centre 7

(vi) No. of villages with access to Veterinary Dispensary 4 (vii) No. of villages with access to Post Office 1 (viii) No. of villages with access to Banks 2 (ix) No. of villages with access to Markets/ mandis 1

(x) No. of villages with access to Agro-industries 0 (xi) Total quantity of surplus milk

No. of milk collection centres (xii) (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))

(U)

0

(S)

1

(PA)

0

(O)

0

(xiii) No. of villages with access to Anganwadi Centre 4 (xiv) Any other facilities with no. of villages (please

specify)

(xv) Nearest KVK Revder 17km (xvi) cooperative society Mandar 3km (xvii) NGOs 0 (xviii) Credit institutions

(i) Bank Revder 17km (ii) Cooperative Society Revder 17km

(xix) Agro Service Centre's Revder 17km

9

Institutional arrangements (SLNA, DWDU, PIA, WDT, W C, Secretary)

DWDU Details

PIA particulars

WDT Particulars:

1 2 3

S.No Particulars Details of DWDU

1. PM ,DWDU Sh. V.K.Jain

2. Address with contact no., website Zila Parisad Sirohi

3. Telephone 02972-221973

4. Fax -

5. E-mail [email protected]

1 2 3

S.No Particulars Details of PIA

6. Name of PIA Sh. Arvind Godawat

7. Designation A.En

8. Address with contact no., website Zila Parisad Sirohi

9. Telephone 02975-282230

10. Fax

11. E-mail

1 2 3 4 5 6 7 8

S.No

Name of

WDT

member

M/F Age Qualification Experience in

watershed(Yrs)

Description

of

professional

training

Role/

Function

1 Bheema

Ram Devasi

M 27 B.A. + M.S.W. 4 Year 1-Udaipur

2-Jaipur

Social

Scientist

2

10

Details of Watershed Committees (WC)

S.N.

Name of WCs

Date of Gram

Sabha for WC

Date of Registratio

n as a Society

(dd/mm/yyyy

Designation

Name M/F SC/ST/OBC/General

Landless/MF/SF/ BF

Name of UG/SHG

Educational qualification

President (1) Narnaram S/O Kehraram Kalbi M

MF

Secretary (2) Smt.Paru Devi W/O Ram JI Lohar F O.B.C

MF

Member (3) Pragaram S/O Bhonaram Kalbi M

MF

(4) Lehraram S/O Mavaram Ji Purohit M Gen.

MF

(5) Ratnaram S/O Govaram Kalbi M

MF

(6) Kaluram S/O Hariram Purohit M Gen.

MF

(7) Shantilal S/O Chelaram Bhil M S.C.

MF

(8) Vimla Devi S/O Semaram M

MF

(9) Bhonaram S/O Kesharam Rebari M

MF

(10) Mohnaram S/O Khetaram Meghwal M S.C.

MF

1 Sorda Sorda

NR

11


S.N.

Name of WCs

Date of Gram

Sabha for WC

Date of Registratio

n as a Society

(dd/mm/yyyy

Designation


Landless/MF/SF/ BF

Name of UG/SHG


President (1) Ramesh Kumar S/O Dharma Ji Joshi M Gen.

MF

Secretary (2) Joyta Ram S/O Vana Ji Choudhary M O.B.C

MF

Member (3) Bhemaram S/O Unka Ji Bhil M S.C.

MF

(4) Sujaram S/O Kevaji M

MF

(5) Mevaram S/O Chena Ji Prajapat M O.B.C

MF

(6) Mahendra Kumar S/O Pratap Ji Joshi M Gen.

MF

(7) Tejaram S/O Chatra Ji Kalbi M

MF

(8) Chelaram S/O Veera Ji M

MF

(9) Vadli Devi W/O Vardha Ji Koli F S.C.

MF

(10) Madhu Devi S/O Bheraram F

MF

(11) Motiram S/O Jagmal Ji Kalbi M

MF

2 Sonela Sonela

NR

12


S.N. Name of WCs

Date of Gram

Sabha for WC

Date of Registratio

n as a Society

(dd/mm/yyyy

Designation


Landless/MF/SF/ BF

Name of UG/SHG


President (1) Vikram Singh S/O Shaitan Singh Deora M Gen.

MF

Secretary (2) Manraram S/O Kalaram Choudhary M O.B.C.

MF

Member (3) Kanta Devi W/O Lavjiram Bhil F S.C.

MF

(4) Manjiram S/O Bagta Ram Bhil M S.C.

MF

(5) Nagji S/O RuparamKoli M S.C.

MF

(6) Chanda Devi W/O Bharat Kumar Koli F S.C.

MF

(7) Masraram S/O Dheeraram Koli M

S.C. MF

(8) Panshu Devi W/O Chumaram Koli F

S.C. MF

(9) Jeevaram S/O Dalaram Bhil M

S.C. MF

(10) Ramesh Kumar S/O Bheraram Koli M

S.C. MF

3 Gundwara Gundwara

(11) Kevdaram S/O Lakhma Ji Choudhary M O.B.C.

MF

13

Problems and scope of improvement in the project ar ea

The socio economic conditions of the area can be improved through increased production which

can be achieved through expansion in cultivated area and productivity 3207 ha land is arable &

1370ha wasteland and 422 ha is fallow can be brought under cultivation.

.

589 ha is only irrigated and with efforts this can be increased to 639 ha. The productivity gap of

major crops in the area as compared with district and with areas in the same agro climatic zones

indicate potential to increase the productivity. The demonstration of improved package of

practices, improved varieties, increased irrigation facilities and soil conservation measures under

the project can bridge this gap. Due to small land holdings in the area focus of the project would

be on diversification in agriculture (horticulture, vegetables, green houses, Agro forestry, fodder

crops)and diversification in Livelihoods(Agriculture, Animal husbandry, self employment)

1263913 Quintal fodder scarcity can be met out through Pasture development .Improved animal

Husbandry practices can increase the productivity of livestock. 267 no of persons migrate due to

lack of employment at village level, this migration can be checked through creation of employment

opportunities in the project area through increase in production and diversification in agriculture

and Livelihoods as mentioned above.

14

CHAPTER – II Socio economic Features, Problems and Scope

Table 2.1 Population & Household Details:

Total Population

Male Female Total SC ST 10437 9713 20150 4333 1858

Household Details BPL

household L. Less Small

Farmer M.

Farmer Total

household SC household ST household 1043 979 1188 837 3576 819 302

Table 2.2 Development indicators

S. No. Development Indicators State Project Area

1 Per capita income (Rs.) 16260 12500 2 Poverty ratio 0.22 3 Literacy (%) 0.604 0.23 4 Sex Ratio 921 930 5 infant mortality rate 6 maternal mortality ratio

The table indicates poor socio economic conditions.

Table 2.3 Land Use

Total area in Ha. Land Use

Private Panchayat Government Community Total Agriculture Land

3207 0 0 0 3207

Temporary fallow

662 0 0 0 662

Permanent Fallow

422 838 110 0 1370

Cultivated Rainfed

2618 0 0 0 2618

Cultivated irrigated

589 0 0 0 589

Net Sown Area

2545 0 0 0 2545

Net Area sown more than once

115 0 0 0 115

Forest Land 0 0 0 0 0 Waste Land 422 0 110 0 532 Pastures 0 838 0 0 838 Others 0 0 0 0 0

15

The project area has 422 ha of cultivable wasteland . 1370 ha of fallow land (total 4577 ha) can be

brought under cultivation if some irrigation source can be provided through Construction of WHS

like Khadin, Tanka, Farm ponds etc. and also through demonstration of rainfed varieties of crops.

Construction of WHS can also increase in area under irrigation which is only 13%

589 ha. (18 % of the project area)is under wastelands and can be brought under vegetative

cover, with reasonable effort .Activities like Earthen check dams, Vegetative filter strip, V-ditches,

staggered trenches ,WHS (Johad) Afforestation of wastelands and Pasture development will be

taken up on these lands

Pasture development the land use table shows that there is 838 hectare pasture land

(18.30%)This emphasizes the need for taking up pastureland development works through sowing

of promising species of grasses and plantation

The table shows that only 589 ha are (12.87%) is double cropped area. Also the crop rotation

shows that fallow lands are there. This indicates that there is scope for change in crop rotation in

fields where there are fallow lands through Soil and Water conservation measures, crop

demonstration and diversification in agriculture.

Soil and Water conservation measures besides putting fallow lands under cultivation can

change the area under single cropping to double and multiple cropping.

Table 2.4.b Abstract of cropped Area(ha) Area under Single crop 2545 Area under Double crop 589 Area under Multiple crop 115

16

Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form) Productivity kg/ha

Analysis of the above table indicate that besides national gap there is wide gap in productivity

within state and even within same agro climatic zones.

The reasons for this variation are

• Lack of Availability of good quality seeds of desired crop and variety in adequate quantities

and time to the farmers.

The productivity gap and reasons of it indicate potential to increase the productivity through crop

demonstration .Crop demonstrations would be carried out on improved crops/ varieties, improved

agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration

of improved methods and economics of fodder crops cultivation and also distribution foundation

seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop

rotations.

Table 2.5 Existing area under horticulture/Vegetabl es/Floriculture (ha)

Activity Area Species Varieties Recommended varieties Production

Horticulture 3Ha. Nimbus Desi Kagji (Beeju) 1 Qt. per plant

Orange Nagpuri Awla Graphted Vegetables 495Ha. Tomato Floriculture 0 0 0 0 0 Medicinal Plants 0 0 0 0 0

Name of the crop

India Highest Average Yield in

Rajasthan

District Project Area Deficiency in productivity comparison with District

Wheat 2619 2837 2892 2747

145

Gram 808 622 873 811 62 Mustered 1177 1121 1177 1065 112 Tamato Maize 1258 1433 1687 1637 50 Bajra 802 767 977 1010 - Urad 387 413 358 330 28

Moonge 317 362 364 356 8 Rice 1710 1650 0 0 0

Ground nut 1650 1533 1204 1155 49 Cotton 362 342 232 0 0 Jwar 552 541 679 655 24

17

Table 2.6 Land holding Pattern in project area

Land holding (ha) irrigation source wise Land holding (ha)Social group wise

Type of Farmer

Total Households

Irrigated (source)

Rainfed Total

General SC ST OBC Total

(i)Large farmer 573 96 619 715 285

152 97 181 715

(ii) Small farmer 1188 327 1134 1461

568 333 125 435 1461

(iii) Marginal farmer 837 166 865 1031

390 258 47 336 1031

(iv) Landless person 978 0 0 0

0 0 0 0 0

Total 3576 589 2618 3207 1243 743 269 952 3207

56.62% land holdings belong to small and marginal farmers who own 77.70% of total cultivated

area. Horticulture/vegetables could be more economical to Small and marginal farmers with

irrigation source. For large farmers with no irrigation facility Horticulture/vegetables will be

promoted in a part of land with farm pond/Tanka construction.

The following activities will be more beneficial for small land holdings and for diversification and

income for large farmers

Horticulture plantation, Medicinal and Aromatic Cro ps, floriculture: As discussed earlier .

Horticulture/vegetables could be more economical to Small and marginal farmers with irrigation

source. Also the project area has good potential for medicinal & aromatic crops like Sonamukhi,

Isabgol, Ashwagandha, Khus, Mehandi etc.

Agro forestry plantation: To increase the income of farmers and also for shelter belt plantation

as wind velocity is high in the project area.

Setting of Vermi Compost Units - Keeping in view the side effect of residues of chemicals and

fertilizers on human health the emphasis would be on cultivation of organic produce through

motivating farmers and providing assistance for production of organic input, vermi compost.

Production and distribution of quality seed – There is need to ensure that good quality seed is

available for cultivators for which adequate seed production would be initiated in watershed areas

with the assistance of private sector and agriculture department technologies

Sprinklers and pipelines for efficient water management practices emphasis on demonstration

of sprinklers with adequate financial support and convergence/private partnership.

Establishment of Green House - For growing off season vegetables seedlings and other

horticultural crops under controlled atmospheric conditions of green house.

Establishment of nurseries: Most of the planting material is procured from other parts of the

State/ country. The procurement of planting material from distant places causes damage to the

planting material and often results in untimely supply. Hence nursery development activity in area.

18

Innovative hi-tech/ export oriented activities : innovative hi-tech/ export oriented projects like

mushroom cultivation, floriculture, etc which are in negligible existence at present, can be

implemented by individual farmers / private companies.

Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green

houses and in nurseries for rational use of irrigation higher yields and quality produce.

Table 2.7 Livestock Status - animals/milk productio n / average yield .

S.No. Description of animals

Population in No.

Yield(milk/mutton/Wool)

Dry matter requirement per day (7Kg per animal.)

Total yearly requirement

in qtls.

1 Cows Indigenous 5365 16095 Lit. 37555 137075 Hybrid 539 3773 3773 13771

2 Buffaloes 2685 13425 18795 68602 3 Goat 3614 0 25298 923377 4 Sheep 7870 0 55090 201078 5 Camel 75 0 525 1916 6 Poultry 50 0 0 0 7 Piggery 0 0 0 0

Total 20198 33293 141036 1345819 In spite of the large number of livestock, production is less hence increase in productivity

across all species, is a major challenge. To reduce production of unproductive cattle and

improve the productivity by improving the breeds by breeding management following activities

will be taken up

• Castration

• Artificial insemination

• Distribution of superior Breeding bulls for use in Cattle and Buffalo

• Breeding distribution crossbred rams

Besides breed improvement other animal husbandry practices like better health, hygiene and

feeding practices can increase productivity of livestock. Hence Activities like Animal health camps

,Urea-Molasses treatment demonstration ,demonstration of improved methods of conservation

and utilization of Forage crops are proposed.

19

Table 2.8 Existing area under fodder (ha) S.No Item Unit Area/Quantity

1 Existing Cultivable area under Fodder

Ha 2545

2 Production of Green fodder quintals/year 39006

3 Production of Dry fodder quintals/year -

4 Area under Pastures Ha 858

5 Production of fodder quintals/year 42900

6 Existing area under Fuel wood Ha -

7 Supplementary feed Kgs/ day -

8 Silage Pits No -

9 Availability of fodder quintals 81906

10 Deficiency/excess of fodder quintals 1263913

The table above shows there is fodder deficiency (Requirement is 1345819 Qt. and

availability 42900 Qt.)

To minimize the large and expanding gap between feed and fodder resource availability and

demand there is need for

• Increase in area under fodder crops

• Increase in productivity of fodder crops

• Development of pastures

• And reduction in large number of livestock production through replacement by few but

productive animals.

Table 2.9 Agriculture implements

Farm mechanization and seed banks : As discussed earlier ----% land holdings belong to

small and marginal farmers who own only 13% of total cultivated area so owning of big farm

implements by individual farmers is not economical so SHG would be promoted to buy farm

implements and rent to farmer

1 2 3 S. No Implements Nos. 1 Tractor 23

2 Sprayers-manual/ power 7

3 Cultivators/Harrows 15

4 Seed drill 5

5 Any Other(Trally) 23

20

Table 2.11 Migration Details

Name of village No. of persons migrating

No. of days per year of

migration

Major reason(s) for migrating

Distance of destination of

migration from the

village (km)

Occupation during migration

Income from such occupation (Rs. in

lakh)

Peethapura 48 Danpura 22 Sorda 93 Mandar 55 Gundwara 32 Bheelra 17

10 To 12 Month

Employment 70 Km Service in private sector at District

H.Q.

0.60-0.70 Lack per year

Total 267 The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods.

The existing livelihoods Village are given below

Table 2.12 (a)Major activities (On Farm)

Name of activity No of House holds Average annual income from

the

cultivators (A) Dairying 12 0.55-0.50 Lack (B) Poultry 2 0.40-0.50 Lack © Piggery 0 0 (D)Landless Agri. Labourers

979 0.20-0.25 Lack

21

Table 2.12(b) Major activities (Off Farm)

Name of activity Households/individuals Average annual income from the

Artisans 4 25000-30000 Carpenter 22 35000-40000 Blacksmith 17 50000-60000 Leather Craft 5 40000-45000 Porter 0 Mason 35 60000-70000 Others specify (Cycle Repair ,STD,Craft etc)

24 50000-60000

The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals Table 2.13( a ) Status of Existing SHG

S.No Name of SHG

Members Activity involved

Monthly income

Fund available

Assistance available

Source of assistance

Training received

The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance II. Technical Features Table 2.14 Ground Water S.No Source No. Functional

depth Dry Area

irrigated Water availability(days)

i) Dug wells 76 80-90 feet 12 96 6-8 month ii) Shallow tube wells 0 0 0 0 0 iii) Pumping sets 22 iv) Deep Tube Wells 110 250-300

feet 18 493 8-10 month

Total 208 30 589 Table 2.15 Availability of drinking water

S.No

Name of the village

Drinking water requirement Ltrs/day

Present availability of drinking water Ltrs/day

No. of drinking water sources available

No. functional

No. requires repairs

No. defunct

Total Village

20150x30= 604500/-day

403000/-day

28 22 6 -

22

Table 2.16 Water Use efficiency Area (Hectare)

Name of major crop

through water saving

devices(Drip/Sprinklers)

through water

conserving agronomic practices#

Any other (pl. specify) Total

Wheat & Tamato Drip Irr. - PVC Pipe -

• The tables above indicate need for judicious use of available Water. • Encouraging optimum use of water through installation of sprinklers on every operational wells Table 2.17 Slope details.

Slope of Watershed S.No. Slope percentage

Area in hectares

1 0 to 3% 4577 Ha 2 3 to 8% 0 3 8 to 25% 0 4 > 25% 0

As most of the area has slope less than 3% construction of contour bunds can solve the problem

of water erosion in agriculture fields and protect washing of top soil and manures/fertilisers

23

Table 2.18Water Budgeting

Water Budgeting S.N ITEM DETAILS

1 Name of watershed Mandar 2 Name of panchayat samiti Reodar 3 Macro No 12 4 Micro No 1,2,3,4 &5 5 Topographical area , Ha 4577 6 Area not available for treatment,pal, habitition,rasta etc 0 7 Effective area 4577 8 Average annual rainfall, mm 526

9 From strange table proposition of estimated runoff by given rainfall

% of runoff to rainfall In good catchment 17.3 In average catchment 12.9 In bad catchment 8.6 Table -1

Type of watershed

Area of watershed, Ha

Factor in cum per ha

Expected yield, cum

Good 110 951.5 104665 Average 1260 709.5 893970 Bad 3207 473 1516911 Total 4577 2515546 10 Present storage of water by existing runoff structu re

Table - 2

S.N

Name of structure No / Area Storage capacity in cum

Total storage, in cum

Remarks

1 Tank/Talab/Nadi 28 2500 70000 2 WHS/Khadin 22 2000 44000

114000 Table - 3

S.N

Type of structure / Measures No / Area Storage capacity per unit

Total Storage capacity in cum

Cost per cum / Per ha

1 ARABLE LANDS b. Farm pond 9 500 4500 NON ARABLE LANDS 0 ii) Earthen WHS 5 2500 12500 Drainage Line Treatment 0 Masonary Check Dam-Small 4 500 2000 Masonary Check Dam- Large 3 3500 10500 Soil and Water conservation works 0 Loose Boulder Check Dam 1 m 0 550 0 Loose Boulder Check Dam 0.6 m 12 150 1800 Total 31300

% of Run-off accummulat 5.78 %

24

Table 2.19 Soil details Soil Profile S.No. Major Soil Classes Area in hectares

1 Sandy Loam 3609 Ha 2 Degraded 968 Ha

Soil Depth : B Depth (Cms.) Area in hectares

1 0.00 to 7.50 968 Ha 2 7.50 to 45.00 3609 Ha 3 > 45.00 0

C Soil fertility Status Kg/ha Recommended N 125 P 17.7 K 183 Micronutrients PPM

The analysis of table shows need to improve and maintain soil fertility. Soil health card to every

farmer every crop season will be provided, which will include the recommendation for Application

micro nutrient and fertilizers

Table 2.20 Erosion details

Erosion status in project Area

Cause

Type of

erosion

Area affected

(ha)

Run off(mm/

year) Average soil loss

(Tonnes/ ha/ year) Water erosion

a Sheet 3207 b Rill 1220

c Gully 150

86

20

Sub-Total 4577 Wind erosion 0 0 0

Total for project 4577 Ha

25

CHAPTER - III Proposed Development Plan: The Activities are indicative addition /deletion in activities will be as per local conditions

A) Preparatory phase activities Capacity Building Trai nings and EPA

The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and

wall writings etc. were carried out in all the habitations of 12/1,2,3,4&5 Micro Watershed.

A series of meetings were conducted with GP members, community and discussed

about the implementation of IWMP programme. User groups were also formed.

Grama Sabhas were conducted for approval of EPA (Village), for selecting the

watershed committee and approval of DPR.

S.no Name of the Gram Panchayat Date on which Grama

Sabha approved EPA

1 Sorda 18-04-2011

2 Sonela 20-04-2011

3 Mandar 21-04-2011

4 Gundwara 19-04-2011

5 Peethapura 17-04-2011

The PRA exercise was carried out in all the villages on the dates shown below:

S.no Name of the

village/Habitation

Date on which PRA

conducted

1 Sorda 18-04-2011

2 Sonela 20-04-2011

3 Mandar 21-04-2011

4 Gundwara 19-04-2011

5 Pithapura 17-04-2011

26

Annexure ‘A’

Transact walk were carried out involving the community for Social mapping, Resource

mapping. Detailed discussions and deliberations with all the primary stakeholders were carried

out.

Socio-economic survey was carried out covering all the households and primary data on

demography, Land holdings, Employment status, Community activities etc. was collected as

mentioned in chapter 2.

State remote sensing department was assigned the work of preparing various thematic layers

using Cartosat-1 and LISS-3 imageries for Creation , development and management of geo-

spatial database depicting present conditions of land (terrain), water and vegetation with respect

to watershed under different ownerships at village level

Various thematic layers provided by SRSAC are :

• Delineation of Macro/Micro watershed boundaries. • Digitised Khasara maps of the villages falling in project area. • Network of Drainage lines, existing water bodies, falling in the project area. • Base maps (transport network, village/boundaries, and settlements). • Land Use / Land cover map. • Contours at 1 meter interval, slope map

Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as

discussed in chapter 2) final Treatment plan on revenue map for implementation has been

framed. Thus each intervention identified has been marked on revenue map (map enclosed

in DPR as annexure------).The GIS based intervention map, PRA based intervention map are

annexed as ------.

.

26

CHAPTER -I V Activity wise Total Abstract of cost ( List Enclosed Page No -49)

Activity Unit Quantity Unit cost

Total cost

Cost from

Project Fund

Convergence Fund

Beneficiary Contribution*

*Tentative and will vary during execution according to beneficiary

Critical Assumption

• No severe droughts/ unexpected floods/ natural disasters

• Adequate funds are allocated for the same and released on time.

• There is no significant pest/ disease attack, and if so, then it will have been contained before

irreversible damage is done.

• Adverse market conditions do not persist long.

• Sound macro-economic and growth conditions continue and the benefits are widely distributed

particularly in the rural areas.

• Facilitating agencies and resource providers have the required competent staff so that timely

and appropriate technical advice and services are provided to farmers whenever required.

• The Capacity Building Plan is implemented, monitored and modified to address evolving needs

and feedback from participants.

• The execution of the Women’s Empowerment Pedagogy is regularly monitored by the District

and State level Implementing Agencies

Means of Verification of indicators

• Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,

mid-term and end of the project period

• Annual participatory assessment by communities during project period.

• Regular project monitoring reports prepared by project monitoring teams/ agencies.

• Membership and other Records, Minutes of Meetings maintained by the SHGs, WCs/

Individual beneficiaries/project-related village and local bodies/PRIs.

• External review missions

26

• Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation,

Animal Husbandry

26

CHAPTER VII TECHNICAL DESIGNS AND ESTIMATES Technical designs and estimates for proposed activities.

For Estimates GKN of the districts should be used. For Production System activities, rates of

Agriculture/Horticulture/Animal Husbandry should be used.

CHAPTER - VIII Enclosures -

a. Location –District, block, village, watershed location map

b. Map of ____________ IWMP Project (Watershed Boundary demarcation in cadastral

& Topo Sheet)

c. PRA Map (along with photos & paper drawing)

d. Treatment map (Indicate proposed works)

e. Cadastral Map on watershed boundary

f. Information on Soils, Soil fertility, Land capability, Soil chemical problems like

salinity, alkalinity

g. Land Use Land Cover map

h. Information on existing water harvesting structures & well inventory along with GPS

co-ordinates.

i. High resolution, latest Remote Sensing Satellite data

Documents of Agreements: Proceedings of gram sabha for EPA approval

Proceedings of gram sabha Resolution for committee constitution

Proceedings of gram sabha for DPR approval

DPR approval by district

Watershed Committee Registration certificate

MoU – PIA – DWMA, PIA – WC(in case of NGO as PIA)

¼v/;k; & 3 ½¼v/;k; & 3 ½¼v/;k; & 3 ½¼v/;k; & 3 ½

Mandar W/S jksM+ esijksM+ esijksM+ esijksM+ esi

dz- la-

iSjkehVj ifj;kstuk {ks= esa ¼ifj;kstuk

iwoZ½ ifj;kstuk vof/k mijkUr o`f) dk izLrkfor Lrj@vkadyu

1 ty ls lEcfU/kr ¼ehVj½ (I) dqvksa esa vkSlr ty Lrj 16.50 M 14.50 M.

2 d`f"k ls lEcfU/kr

(i)

tyxzg.k es cks;k x;k dqy {ks=Qy ¼gSDVs;j½ 2545 2710

(ii)

tyxzg.k {ks= esa dqy d`f"k {ks= ¼gSDVs;j½ 3207 3399

ifj;kstuk iwoZ Qlyokj ifj;kstuk vof/k mijkUr Qlyokj

(iii)

tyxzg.k {ks= esa yh tkus okyh fofHkUu Qlysa

¼iztkfrokj½ tksr {ks= ¼gSDVs;j½

fDoaVy izfr gSDVs;j mRiknu

tksr {ks= ¼gSDVs;j½

fDoaVy izfr gSDVs;j mRiknu

1 Maize 355 20-25 378 28-30

2 Udad( Black Gram) 165 6-10 176 10-13

3 Til ( Seasemum) 87 6-10 93 8-10

4 Mungfali (Groundnut) 248 12-15 264 14-16

5 Barley 85 25-30 91 32-35

6 Moonge 27 6-8 29 8-10

7 Chawala 65 6-8 69 8-11

8 Jwar 75 8-10 80 10-12

9 Bajra 420 6-8 447 8-10

Total 1527 1626

10 Wheat 310 30-35 329 32-35

11 Chana (Gram) 57 8-10 60 10-12

12 Masoor 36 6-8 38 8-10

13 Tamato 495 150-180 527 180-200

14 Mustered 120 12-15 127 12-16

Total 1018 1082

(vi)

pkjk mRiknu ¼fdLeokj]fDoaVy½

orZeku esa ifj;kstuk vof/k mijkUr

Maize 14200 15123

Wheat 10850 11501

Jwar 13500 14377.5

Chana (Gram) 456 483

Pasture Land 42900 85800

Total

81906

127285 IV ty lalk/kuksa esa ikuh dh miyC/krk

¼lalk/ku dk uke

• rkykc 4 ekg 6ekg

• gS.MiEi 8 ekg 10 ekg

V mUur cht mi;ksx dh nj ¼,lvkjvkj½ orZeku esa Ikfj;kstuk vof/k ds mijkUr

20% 50%

VI tSo moZjdks ds mi;ksx dh fLFkfr orZeku esa Ikfj;kstuk vof/k ds mijkUr

2% 50%

ifj;kstuk ls iwoZ iztkfrokj ifj;kstuk vof/k mijkUr iztkfrokj 3& m|kfudh ls lEcfU/kr ¼iztkfrokj½

la[;k mRiknu ¼fDo.Vy½ la[;k mRiknu ¼fDo.Vy½ larjk 400 320.00 1872 1872.00

uhcwa 150 45.00 2770 1385.00

vkaoyk 600 30.00 1560 780.00

cSj 0 0 1385 415.00

ve:n 0 0 1385 415.00

djkSnk 0 0 2216 665.00

ifj;kstuk ls iwoZ iztkfrokj ifj;kstuk vof/k mijkUr iztkfrokj 4& d`f"k okfudh ¼iztkfrokj½

dqy la[;k ikS/ks izfr gS0 dqy la[;k ikS/ks izfr gS0

d`f"k ;ksX; Hkwfe ¼iztkfrokj½

ns’kh ccwy

uhe

250

70

1-20

1200

1.52

Pkjkxkg Hkwfe ¼iztkfrokj½

dSj

ccwy

300

180

5

3

900

10000

15 67

ou Hkwfe ¼iztkfrokj½ 0 0 0 0

dqy dqy dqy dqy 800800800800 3100310031003100

5 i'kqikyu ls lEcfU/kr orZeku esa Ikfj;kstuk vof/k mijkUr

1& Lkadj iztkfr ds Ik’kqvksa dh la[;k

¼iztkfrokj½

xk;

539

900

2& vkSlr nqX/k mRiknu izfr Ik’kq ¼iztkfrokj½

fd-xzk- esa

xk;

HkSal

2&3

4&5

4&5

6&7

3& Ik’kqvks esa ik;h tkus okyh chekfj;ksa ds uke

¼la[;k esa deh½

HS, BQ, FMD

NIL

6& Lkekftd&vkfFkZd orZeku esa Ikfj;kstuk vof/k mijkUr

1& izfr ifjokj vkSlr vkenuh 12500 20000

2& Lo;a lgk;rk lewg

• dqy Lo;a lgk;rk lewg dh la[;k

¼xfrfof/kokj½

6

25

• dqy lnL;ksa dh la[;k 60 250

• dqy cpr jkf’k 8000 40000

• t-xz- ifj;kstuk ls lgk;rk jkf’k NIL 3000000

• cSad fydst jkf’k NIL 25

laLFkkxr O;oLFkk;sa %&laLFkkxr O;oLFkk;sa %&laLFkkxr O;oLFkk;sa %&laLFkkxr O;oLFkk;sa %&

1111---- ftyk Lrj &ftyk Lrj &ftyk Lrj &ftyk Lrj & ifj;kstuk izcU/kd ifj;kstuk izcU/kd ifj;kstuk izcU/kd ifj;kstuk izcU/kd ,oae vf/k'kk"kh vfHk;Urk ,oae vf/k'kk"kh vfHk;Urk ,oae vf/k'kk"kh vfHk;Urk ,oae vf/k'kk"kh vfHk;Urk

¼Hkw&vk;kstuk½ ftyk ifj"kn ¼Hkw&vk;kstuk½ ftyk ifj"kn ¼Hkw&vk;kstuk½ ftyk ifj"kn ¼Hkw&vk;kstuk½ ftyk ifj"kn fljksghfljksghfljksghfljksghAAAA

2222---- CykWad Lrj & CykWad Lrj & CykWad Lrj & CykWad Lrj & lgk;d vfHk;Urk ¼ty xzg.k½ ipk;r lfefr& lgk;d vfHk;Urk ¼ty xzg.k½ ipk;r lfefr& lgk;d vfHk;Urk ¼ty xzg.k½ ipk;r lfefr& lgk;d vfHk;Urk ¼ty xzg.k½ ipk;r lfefr& jsojsojsojsonjnjnjnjAAAA

3 3 3 3---- ty xzg.k fodkl ny ds lnL; ty xzg.k fodkl ny ds lnL; ty xzg.k fodkl ny ds lnL; ty xzg.k fodkl ny ds lnL; &

dzdzdzdz----lalalala uke fo"k;uke fo"k;uke fo"k;uke fo"k; uke uke uke uke W.D.T. lnL;lnL;lnL;lnL; eksckbZy u0eksckbZy u0eksckbZy u0eksckbZy u0

1- vfHk;kfU=dh& fjDr in

2- d`f"k & fjDr in

3- Ik’kqikyu & fjDr in

4- lkekftd foKkuh & Jh Hkhekjke nsoklh 09982621045

4444---- milfefr ty xzg.k milfefr ty xzg.k milfefr ty xzg.k milfefr ty xzg.k dh lwpukdh lwpukdh lwpukdh lwpuk

dz-

la-

xzke

iapk;r

dk uke

uke ljiap lfpo tyxzg.k uke v/;{k lnL;ks

dh la[;k

xBu dh

fnukad

1 lksjMk Jh ve`r yky

iqjksfgr

Jh x.kiryky

es?koky

Jh ukj.kkjke

dych

10

2 Lkskusyk

Jh vtZqu jke

Hkhy

Jh tks;rkjke dych Jh jes’k dqekj

tks’kh

10 20-4-2011

3 eaMkj Jhefr lsoUrh csu

’kkg

Jh fodze flag Jh Hkxor flag 10

4 xqUnokMk Jh Hkjr dqekj Jh dsonkjke Jh fodze flag 10 19-4-2011

5555---- ;wtlZ xzqi ;wtlZ xzqi ;wtlZ xzqi ;wtlZ xzqi

dz-la- xzke iapk;r

dk uke

,fDVfoVh dk uke lnL;ks dh la[;k

1 lksjMk (1) miHkksdrk lewg 10

(2) ukyk mipkj lewg 10

(3) i’kq ikyu lewg 10

(4) d̀f"k mRiknu 10

(5) LOka; lgk;rk lewg 10

2 lksusyk (1) miHkksdrk lewg 10




(5) d̀f"k mRiknu 10

3 eaMkj (1)

(2)

(3)

(4)

(5)

4 xqUnokMk (1) miHkksdrk lewg 10


(3) d`f"k mRiknu 10



S.No Block Name Panchayat Name Village Name SC ST OBC Minority Others Total

1 jsonj lksjMk lksjMk 121 85 238 138 55 637

2 jsonj lksusyk nkuiqjk 0 18 42 18 20 98

3 jsonj e.Mkj e.Mkj 491 141 597 437 460 2126

4 jsonj xqUnokMk xqUnokMk 11 25 68 31 47 182

5 jsonj xqUnokMk HkhyMk [ksMk 87 8 2 0 2 99

6 jsonj ihFkkiqjk ihFkkiqjk 109 25 117 15 168 434

819 302 1064 639 752 3576

(IWMP - IV ) W/S P.S. - REVDER, DISTT. - SIROHI (RAJ.)

TOTAL

TOTAL FAMILYAS PER BASE LINE SURVEY

S.No Block NamePanchayat

NameVillage Name SC ST OBC Others Total

1 jsonj lksjMk lksjMk 101 112 81 3 297

2 jsonj lksusyk nkuiqjk 24 0 5 5 34

3 jsonj e.Mkj e.Mkj 295 99 119 56 569

4 jsonj xqUnokMk xqUnokMk 34 0 8 0 42

5 jsonj xqUnokMk HkhyMk [ksMk 8 0 0 0 8

6 jsonj ihFkkiqjk ihFkkiqjk 30 10 47 6 93

492 221 260 70 1043


BPL LIST

Total

AS PER BASE LINE SURVEY

S. NoBlock Name

Panchayat Name

Village Name SC ST OBC Minority Others Total



3 jsonj e.Mkj e.Mkj 358 102 435 319 335 1549




596 218 773 464 546 2597

360 27 804 394 161 1746


TOTAL

Hkwfe/kkjd ifjokjHkwfe/kkjd ifjokjHkwfe/kkjd ifjokjHkwfe/kkjd ifjokjAS PER BASE LINE SURVEY

S. No Block Name Panchayat Name Village Name SC ST OBC Minority Others Total



3 jsonj e.Mkj e.Mkj 133 39 162 118 125 577




223 84 291 175 206 979TOTAL


Hkwfeghu ifjokjHkwfeghu ifjokjHkwfeghu ifjokjHkwfeghu ifjokjAS PER BASE LINE SURVEY

S. NoBlock Name

Panchayat Name

Village Name SC ST OBC Others Total

1 jsonj lksjMk lksjMk 21 23 17 1 62

2 jsonj lksusyk nkuiqjk 5 0 1 1 7

3 jsonj e.Mkj e.Mkj 59 20 24 12 115

4 jsonj xqUnokMk xqUnokMk 7 0 2 0 9

5 jsonj xqUnokMk HkhyMk [ksMk 2 0 0 0 2

6 jsonj ihFkkiqjk ihFkkiqjk 6 2 10 2 20

100 45 54 16 215TOTAL

p;fur Hkwfeghu ifjokjp;fur Hkwfeghu ifjokjp;fur Hkwfeghu ifjokjp;fur Hkwfeghu ifjokj



SC ST OBC Minority Others Total SC ST OBC Minority Others Total SC ST OBC Minority Others Total

1 jsonj lksjMk lksjMk 40 28 79 46 19 212 31 22 61 36 15 165 17 12 33 18 6 86 463

2 jsonj lksusyk nkuiqjk 0 6 14 6 7 33 0 5 11 5 6 27 0 2 5 2 1 10 70

3 jsonj e.Mkj e.Mkj 162 47 197 144 152 702 126 1 153 112 118 510 70 54 85 63 65 337 1549

4 jsonj xqUnokMk xqUnokMk 4 9 23 11 16 63 3 7 18 8 12 48 1 2 8 3 6 20 131

5 jsonj xqUnokMk HkhyMk [ksMk 29 3 1 0 1 34 22 1 0 0 1 24 12 1 0 0 0 13 71

6 jsonj ihFkkiqjk ihFkkiqjk 36 9 39 5 55 144 28 1 30 4 0 63 15 8 16 1 67 107 314

271 102 353 212 250 1188 210 37 273 165 152 837 115 79 147 87 145 573 2598

Block Name

S. No

TOTAL

TOTAL



BIG FARMERSSMALL FARMERS MARGINAL FARMERSVillage Name

Panchayat Name

S. No

Block Name

Panchayat Name Village Name MALE FEMALE TOTAL

1

2 jsonj lksjMk lksjMk 633 566 1199

3 jsonj lksusyk nkuiqjk 893 945 1838

4 jsonj e.Mkj e.Mkj 1235 1192 2427

5 jsonj xqUnokMk xqUnokMk 773 711 1484

6 jsonj xqUnokMk HkhyMk [ksMk 345 317 662

3879 3731 7610



TOTAL

MALE FEMALE tot. Ili MALE FEMALE T. P MALE FEMALE T. UPMAL

EFEMAL

ET. H

1 jsonj lksjMk lksjMk 970 1455 2425 565 346 911 504 225 729 151 32 183 4248

2 jsonj lksusyk nkuiqjk 253 379 632 176 107 283 157 70 227 47 10 57 1199

3 jsonj e.Mkj e.Mkj 504 755 1259 180 109 289 161 71 232 48 10 58 1838

4 jsonj xqUnokMk xqUnokMk 581 870 1451 303 185 488 270 120 390 81 17 98 2427

5 jsonj xqUnokMk HkhyMk [ksMk 328 491 819 206 126 332 184 82 266 55 12 67 1484

6 jsonj ihFkkiqjk ihFkkiqjk 148 221 369 91 55 146 81 36 117 25 5 30 662

2784 4171 6955 1521 928 2449 1357 604 1961 407 86 493 11858

mPp izkFkfed f'k{kkmPp izkFkfed f'k{kkmPp izkFkfed f'k{kkmPp izkFkfed f'k{kkVillage Name

Grand Total


Panchayat Name

TOTAL

Block Name

S. No

AS PER BASE LINE SURVEYgk;j f'k{kkgk;j f'k{kkgk;j f'k{kkgk;j f'k{kkvf'kf{krvf'kf{krvf'kf{krvf'kf{kr izkFkfed f'k{kkizkFkfed f'k{kkizkFkfed f'k{kkizkFkfed f'k{kk

S. NoBlock Name

Panchayat Name

Village Name Cow DesiCow

HybridOx buffalo Bull Sheep

Goat Female

Goat Male Total

1 jsonj lksjMk lksjMk 956 96 134 478 160 1402 644 287 4157

2 jsonj lksusyk nkuiqjk 147 15 21 74 25 216 99 45 642

3 jsonj e.Mkj e.Mkj 3189 319 447 1595 532 4678 2148 957 13865

4 jsonj xqUnokMk xqUnokMk 273 28 39 137 46 401 184 82 1190

5 jsonj xqUnokMk HkhyMk [ksMk 149 15 21 75 25 218 100 45 648

6 jsonj ihFkkiqjk ihFkkiqjk 651 66 92 326 109 955 439 196 2834

5365 539 754 2685 897 7870 3614 1612 23336TOTAL



S. No Block NamePanchayat

NameVillage Name SC ST OBC Minority Others Total



3 jsonj e.Mkj e.Mkj 383 110 466 341 359 1659




641 239 833 501 589 2803TOTAL

i'kq/ku okys ifjokji'kq/ku okys ifjokji'kq/ku okys ifjokji'kq/ku okys ifjokj



S. NoBlock Name

Panchayat Name




3 jsonj e.Mkj e.Mkj 108 31 131 96 101 467




178 63 231 138 163 773TOTAL

i'kq/kughu ifjokji'kq/kughu ifjokji'kq/kughu ifjokji'kq/kughu ifjokj

(IWMP - IV ) W/S

P.S. - REVDER, DISTT. - SIROHI (RAJ.)


S. NoBlock Name

Panchayat Name




3 jsonj e.Mkj e.Mkj 44 13 53 39 41 190




74 28 94 58 67 321TOTAL

(IWMP - IV ) W/S

P.S. - REVDER, DISTT. - SIROHI (RAJ.)

i'kq/kughu i'kq/kughu i'kq/kughu i'kq/kughu BPL ifjokj ifjokj ifjokj ifjokj


fljksgh 859.38jsonj 549.24

IWMP-IV 56% 307.574 310.15

549.24 yk[k 9% 49.4316

4577 gSDVj 10% 54.924 0.18776

HkkSfrd HkkSfrd HkkSfrd HkkSfrd y{;y{;y{;y{;

;wfuV;wfuV;wfuV;wfuV w/s+otherHkkSfrd HkkSfrd HkkSfrd HkkSfrd

y{;y{;y{;y{;njnjnjnj

foRrh; foRrh; foRrh; foRrh; y{;y{;y{;y{;

HkkSfrd HkkSfrd HkkSfrd HkkSfrd y{;y{;y{;y{;

njnjnjnjfoRrh; foRrh; foRrh; foRrh;

y{;y{;y{;y{;

1 iz'kklfud ykxr 54.924 54.924 0.000

2 eksfuVfjax 5.492 5.492 0.000

3 boksY;q'ku 5.492 5.492 0.000

4 izos'k fcUnq xfrfof/k 21.970 21.970 0.000

5 laLFkku o {kerk fuekZ.k 27.462 27.462 0.000

6 foLr`r ifj;kstuk izfrosnu 5.492 5.492 0.000

mi;ksxmi;ksxmi;ksxmi;ksx 120.833 0 120.833 0 0.000

7 tyxzg.k fodkl dk;Z pj.ktyxzg.k fodkl dk;Z pj.ktyxzg.k fodkl dk;Z pj.ktyxzg.k fodkl dk;Z pj.k

d`f"k Hkwfe dk;Z ¼vflafpr½

CVH(NRM) Ha.SC/ST/BPL 350 Ha 31.500 350 0.090 31.500 MNREGS

CVH(NRM) Ha. Other 1120 Ha 99.200 750 0.078 58.500 370 0.110 40.700

Weste Weir No 85 No 13.175 85 0.155 13.175 0 0.000Farm Pond No. 12 No 8.463 9 0.661 5.949 3 0.838 2.514 MNREGS

¼vd`f"k Hkwfe½pjkxkg fodkl Ha. 400 Ha 294.627 250 0.658 164.523 150 0.867 130.104

pjkxkg fodkl Ha.(Private Farmer)

50 Ha 2.850 50 0.057 2.850 0 0.000

Nadi in P.D. Area 5 No 10.000 5 2.000 10.000 0 0.000Open Contour Trench Ha 300 Ha 26.200 200 0.079 15.800 100 0.104 10.400 MNREGS

Road Side Plantation 12 Km 12.863 10 1.030 10.300 2 1.281 2.563 MNREGS

ukyk mipkj dk;ZBank Stabelization 7 Km 9.310 7 1.330 9.310 0 1.225 0.000 MNREGS

Loose stone Check Dam 12 No 1.344 12 0.112 1.344 0 0.000Masonery Check Dam 4 No 2.523 4 2.523 0 0.000 MNREGS

WHS 3 No 13.300 3 13.300 0 0.000 MNREGS

mi;ksxmi;ksxmi;ksxmi;ksx 525.354 1385 307.574 975 217.7818 ekbdzks m/keekbdzks m/keekbdzks m/keekbdzks m/ke

Lo;a lgk;rk lewg (R/F.) 265 120 No 30.000 120 0.25 30.000 0 W/S

R.F. to Indivisual enterencure 20 No 5.000 20 0.25 5.000 0 W/S

Grant in Add. to Fedration 7 No 14.000 7 2.00 14.000 0 0.000 W/S

Other 0.432 0.432 0 W/S

mi;ksxmi;ksxmi;ksxmi;ksx 49.432 49.432 0.000

BmRiknu O;oLFkk ,oa vkthfodk mRiknu O;oLFkk ,oa vkthfodk mRiknu O;oLFkk ,oa vkthfodk mRiknu O;oLFkk ,oa vkthfodk fodkl dk;Zfodkl dk;Zfodkl dk;Zfodkl dk;Z

A LIVE STOCK

A.I. No. 357 No 0.536 357 0.0015 0.536 0 W/S

A.H. CAMP 10 No 2.400 10 0.24 2.400 0 W/S

[kjhQ 510 No 13.144 510 13.144 0jch 290 No 7.337 290 7.337 0Qynkj ikS/kkjksi.k 60 24 Ha 10.005 24 0.417 10.005 0 0.227 0.000 MNREGS

oehZ dEiksLV 11 11 No 3.180 2 0.240 0.480 9 0.300 2.700 AGRICULTURE

usMsi dEiksLV 86 86 No 1.720 5 0.020 0.100 81 0.020 1.620 MNREGSlCth fdVzl 1200 1200 No 9.600 1200 0.008 9.600 0 0.020 0.000 HORTICULTURE

d`f"k Hkwfe (cvh Pro.)sc/st/BPL Alu+Kar

350 Ha 73.500 350 0.210 73.500 MNREGS

d`f"k Hkwfe (cvh Pro.) Other Alu 1090 Ha 20.066 435 0.018 7.621 655 0.019 12.445

d`f"k Hkwfe (cvh Pro.) Other Alu+Kar

30 Ha 5.800 20 0.185 3.700 10 0.210 2.100 MNREGS

Total 144.352 54.922 92.365

9 dUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.k 16.477 16.477

GRAND TOTAL 859.38 549.24 310.15

S.No NAME OF DEPARTMENT

1 MNREGS 307.452 HORTICULTURE 0.0003 AGRICULTURE 2.700

Grand Total 310.15

dqy ykxr jkf'k tyxzg.k {kS= lsmipkfjr fd;k tkus okyk izLrkfor {kS=Qy

SummaryAMOUNT

From W/S Other Schemedaz- daz- daz- daz-

la-la-la-la-xfrfof/k dk ukexfrfof/k dk ukexfrfof/k dk ukexfrfof/k dk uke

ifjokjks ifjokjks ifjokjks ifjokjks dh dh dh dh

la[;kla[;kla[;kla[;k

TOTAL TARGET

tyxzg.k {kS= dk uke vU; ;kstuk lsvU; ;kstuk lsvU; ;kstuk lsvU; ;kstuk ls

Name of Other Scheme

lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuk

ftys dk uke dqy ykxr jkf'k dqy ykxr jkf'k dqy ykxr jkf'k dqy ykxr jkf'k

iapk;r lfefr dk uke tyxzg.k {kS= lstyxzg.k {kS= lstyxzg.k {kS= lstyxzg.k {kS= ls

Revder

ykxr izfr gSDVjykxr izfr gSDVjykxr izfr gSDVjykxr izfr gSDVj

: fljksgh: jsonj:

: 549.24 yk[k: 4577 gSDVj

izfr'kr ek=k nj As Per Annx.

ykxrHkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd

y{;foRrh;

y{;HkkSfrd foRrh;

1 iz'kklfud ykxr 10% 54.924 5.492 10.985 10.985 10.985 10.985 5.492 54.924

(I.)WDT lnL;ks dkekuns;

24.420 2.220 4.440 4.440 4.440 4.440 4.440 24.420

(II.)tyxzg.k desVh dslfpoks dk ekuns;

5.760 1.440 1.440 1.440 0.720 0.720 5.760

(III.) Loa; lsodks dk ekuns; 5.012 1.440 1.440 1.440 0.360 0.332 5.012

(IV.)dk;kZy; O;; ¼thi dkfdjk;k½

19.732 3.272 3.665 3.665 3.665 5.465 0.000 19.732

54.924 0 0.000 0 5.492 0 10.985 0 10.985 0 10.985 0 10.985 0 5.492 0 54.924

2 eksfuVfjax 5.492 1.098 2.197 2.197 5.492

3 boksY;q'ku 5.492 1.648 1.9223 1.9223 5.492

mi;ksxmi;ksxmi;ksxmi;ksx 10.985 2.746 2.197 1.922 4.1193 0.000 0 10.985

1 izos'k fcUnq xfrfof/k 4% 21.970 0.000

1 lksyj ykbZV 25 23400 5.850 5.850 5.850

2 16.120 16.12 16.120

21.970 0.000 5.850 0.000 0.000 0.000 0.000 0.000 21.970

2laLFkkulaLFkkulaLFkkulaLFkku oooo {kerk{kerk{kerk{kerkfuekZ.kfuekZ.kfuekZ.kfuekZ.k

5% 27.462 0.000

(I.)miHkksDrk lewg dkizf'k{k.k

(i) [kjhQ No. 18 9300 1.674 2 0.186 8 0.744 6 0.558 2 0.186 18 1.674

(ii) jch No. 18 9300 1.674 2 0.186 8 0.744 6 0.558 2 0.186 18 1.674

(iii) Qynkj No. 20 9300 1.860 5 0.465 3 0.279 7 0.651 5 0.465 20 1.860

(iv)pjkxkg fodkl] i'kqikyu]vU; miHkksDrk 12 9300 1.116 2 0.186 5 0.465 3 0.279 2 0.186 12 1.116

mi;ksx

lkroh o"kZ

mi;ksxmi;ksxmi;ksxmi;ksx

o"kZokj ;kstuk

y{;r`rh; o"kZ prqFkZ o"kZ iape o"kZ NBoh o"kZ

dqy ;ksx2010 - 11 2011 - 12 2012 - 13 2013 - 14 2014 - 15 2015 - 16 2016 - 17

izFke o"kZ f)rh; o"kZ

dqy ykxr jkf'k mipkfjr fd;k tkus okyk izLrkfor {kS=Qy

daz- la-

xfrfof/k dk uke

lefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstuklefUor tyxzg.k izcU/ku ifj;kstuk vUrxZr e.Mkj tyxzg.k {kS= dh o"kZokj okf"kZd dk;Z ;kstukftys dk uke

iapk;r lfefr dk uketyxzg.k {kS= dk uke IWMP IV

(II.)WDT izf'k{k.k4X2=8)

8 20000 1.600 4 0.800 4 0.800 0.000 0.000 8 1.600

(III.) ,Dlikstj

(i) ftys ds vUnj 9 29300 2.508 0 0.000 5 1.465 3 0.879 1 0.164 9 2.508

(ii) jkT; ds vUnj 10 115000 11.500 0 0.000 6 6.900 3 3.450 1 1.150 10 11.500

(III.) ukjk ys[ku dk;Z 12 25000 3.000 4 1.000 8 2.000 0.000 0.000 12 3.000

(IV.) in;k=k 5 50600 2.530 0 0.000 0 0.000 4 2.024 1 0.506 5 2.530

27.462 0.000 19 2.823 47 13.397 32 8.399 14 2.843 0 0.000 0 0.000 112 27.462

6666foLr`rfoLr`rfoLr`rfoLr`r ifj;kstukifj;kstukifj;kstukifj;kstukizfrosnuizfrosnuizfrosnuizfrosnu 1% 5.492 5.492 5.492

5.492 0.000 5.492 0.000 0.000 0.000 5.492

7777 tyxzg.k dk;Z pj.ktyxzg.k dk;Z pj.ktyxzg.k dk;Z pj.ktyxzg.k dk;Z pj.k 0.000

1111tyxzg.ktyxzg.ktyxzg.ktyxzg.k fodklfodklfodklfodkl dk;Zdk;Zdk;Zdk;Zpj.kpj.kpj.kpj.k 56% 307.574 0.000 0.000 0.000 0.00 0.000 0.000 0.000

(I.)d`f"k Hkwfe dk;Z ¼vflafpr½d`f"k Hkwfe dk;Z ¼vflafpr½d`f"k Hkwfe dk;Z ¼vflafpr½d`f"k Hkwfe dk;Z ¼vflafpr½

(i)CVH(NRM) Ha.

Sc/st/BPL0.000 0.000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000

CVH(NRM)Ha. Other750 7800 58.500 0.000 0.000 100 7.800 200 15.600 230 17.940 220 17.160 750 58.500

(ii) West weir Na. 85 15500 13.175 0.000 0.000 8 1.240 25 3.875 40 6.200 12 1.860 85 13.175

(iii) Farm Pond No. 9 66100 5.949 0.000 2 1.322 2 1.322 5 3.305 0.000 9 5.949

(II.) ¼vd`f"k Hkwfe½¼vd`f"k Hkwfe½¼vd`f"k Hkwfe½¼vd`f"k Hkwfe½ 0

(i) pjkxkg fodkl Ha.(NRM)

250 20941 52.353 0.000 50 10.471 100 20.941 100 20.941 0 0.000 250 52.353

(ii)pjkxkg fodkl Ha.(Production) 250 44868 112.170 0 0.000 115 51.598 135 60.572 0 0.000 250 112.170

(iii) Nadi in P.D. Area 5 200000 10.000 0.000 0.000 2 4.000 3 6.000 5 10.000

(iv)

pjkxkg fodkl Ha.(Private farmer) 50 5700 2.850 5 0.285 45 2.565 0 0.000 0 0.000 50 2.850

(v)Open Contour Trench

200 7900 15.800 0 0.000 100 7.900 50 3.950 50 3.950 200 15.800

(vi) Bank Stabelization 7 133000 9.310 3 3.990 4 5.320 7 9.310

(vii)Road side Plantation

10 103000 10.300 0 0.000 3 3.090 4 4.120 3 3.090 10 10.300

(IV.) ukyk mipkj dk;Z 0 0.000

(i)Loose stone Check Dam

12 11200 1.344 2 0.224 2 0.224 8 0.896 0.000 12 1.344

(ii)Masanery Check

Dam(4 2.523 0.000 0.000 4 2.523 0 0.000 0 0.000 4 2.523

(iii) Medium Masonary 3 13.300 0.000 0 0.000 3 13.300 0 0.000 3 13.300

mi;ksx 0.00 307.574 0.000 0.000 21.342 109.638 139.214 37.380 0.000 1635 307.574

mi;ksx

mi;ksxmi;ksxmi;ksxmi;ksx

2 mRiknu O;oLFkk ,oa

A LIVE STOCK 9% 49.432 5.492 16.477 16.477 5.492 5.492 49.432

(i)Lo;a lgk;rk lewg (R/F.)

120 25000 30.000 0.000 0.000 100 25.000 100 25.000 100 25.000 57 14.250 357 89.250

(ii)R.F. to Indivisual enterencure 20 25000 5.000 0.000 2 0.500 2 0.500 2 0.500 2 0.500 2 0.500 10 2.500

(iii) Grant in Add. to Fedration 7 200000 14.000 6 12.000 6 12.000 8 16.000 5 10.000 0 0.000 25 50.000

(iv) Other 0.432 0.000 -7.008 -21.023 -25.023 -30.008 -9.258 -92.318

49.432 0.00 0.00 5.49 16.48 16.48 5.49 5.49 392 49.43

A LIVE STOCK 10% 54.924 0.000 0.000 0.000 0.000 0.000 0.000

(i) A.I. No. 357 150 0.536 0.000 0.000 100 0.150 100 0.150 100 0.150 57 0.086 357 0.5

(ii) A.H. CAMP

nks fnolh; 10 24000 2.400 0.000 2 0.480 2 0.480 2 0.480 2 0.480 2 0.480 10 2.4

B ekbdzks m/keekbdzks m/keekbdzks m/keekbdzks m/ke

(I.) [kjhQ No 510 13.148 275 6.200 180 3.190 55 3.754 510 13.1

(II.) jch No. 290 7.337 117 3.019 113 2.749 60 1.570 290 7.3

(III.)Qynkj ikS/kkjksi.k Ha.

24 41674 10.002 8 3.329 8 3.329 8 3.344 24 10.0

oehZ dEiksLV No 2 24000 0.480 0.000 2 0.480 0 0.000 0 0.000 0.000 2 0.5

usMsi dEiksLV No 5 2000 0.100 0 0.000 5 0.100 0 0.000 0 0.000 0.000 5 0.1

fdpu xkMZu No 1200 800 9.600 0 0.000 300 2.400 300 2.400 300 2.400 300 2.400 1200 9.6

(iv.)d`f"k Hkwfe (cvh Pro.) Other

435 1752 7.621 0 0.000 50 0.876 150 2.628 150 2.628 85 1.489 435 7.6

d`f"k Hkwfe (cvh Pro.) Other

20 18502 3.700 0 0.000 0 0.000 10 1.850 10 1.850 0 0.000 20 3.7

0.00 54.924 0.000 0.000 0.480 17.034 16.776 16.176 4.455 2853 54.920

10 dUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.kdUlksfyM+s'ku pj.k 16.477 0.000 0.000 16.477 16.477

549.24 0.00 19.66 54.44 164.73 188.22 74.15 31.92 4992 549.24

mi;ksx

mi;ksx

dqy ;ksx

S.No ActivityNo of

TraineesRates

Total Am (Rs)

Reference. Remark

1 Meal Expenses 5075/- per trainees/day

3750

Cir.No; F-7(60)-fu t- Hkw- l- @izf'k{k.k @ 2011-&12@729&814 Dt 10.05.2011

2Honorium of Resource person

50250/- per lecture (4 lecture/day)

1000

Cir.No; F-7(60)-fu t- Hkw- l- @izf'k{k.k @ 2011-&12@729&814 Dt 10.05.2011

3POL (two days jeep Hire Charges)

50 500/- per day 1000Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7

4Literature & stationary

5050/- per trainees

2500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11

5Seating arrangement (tent,matting,chairs,etc)

50 750/- 750Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10

6Miscellaneous charges

50 0 300Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12

9300

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5 P.S. -Revder, DISTT. - SIROHI (RAJ.)

DETAILED ESTIMATE OF ONE DAY TRAINING

TOTAL AMOUNT

S.No ActivityNo of

TraineesRates

Total Am (Rs)

Reference. Remark

1

Daily Allowance for lodging / boarding for residential training within the district.

50 125/- per trainees/day 12500Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 2

2Honorium of Resource person

50250/- per lecture (2 Hr /lecture/day)

2000Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 5

3POL (three days jeep Hire Charges)

50 500/- per day 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7

4One Day Bus Hire Charge for side visit within 300 km

50 0.42/-per km / member 6300

5 Literature & stationary 50 100/- per trainees 5000Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11

6Seating arrangement (tent,matting,chairs,etc)

50 1500/- 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10

7Miscellaneous charges

50 0 500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12

8

TOTAL AMOUNT 29300

DETAILED ESTIMATE OF TWO DAYS TRAINING


S.No ActivityNo of

TraineesRates

Total Am (Rs)

Remark

1Meal Expenses 100 75/- per trainees/day 7500

2POL (two days Two jeepHire Charges)

100 500/- per day 2000

3One Day small truck HireCharge for Railly

100 1100/- per day 1100

4

Two day tractor HireCharge for Railly min. 4tractor

100 1000/- per day 8000

5Material for construction ofmodel

100 L S 5000

6Literature & stationary forExivation

100 100/- per trainees 10000

7

Seating arrangement(tent,matting,chairs, mike,etc)

100 2000/- 2000

8 Photography,Video 100 For one days 500 L.S

9 Purchase of Banner 100 20 No of Banner 4000 L.S

10Expenditure for Break fast 100 75/- per trainees/day 7500

11Water tanker for Drinking 100 500/- per day 1000

12Miscellaneous charges 100 L.S 2000

13TOTAL AMOUNT 50600

DETAILED ESTIMATE OF PADYATRA (Railly)


S.No HEADUNIT

CHARGESNo. OF

ParticipantsAmount Rs Remarks

1 Travelling Allowances & Local 756 50 37800

2Daily Allowances for loading &boarding of trainees

200x6 50 60000

3Stationery & training material(per trainees)

150 50 7500

4D.A. of Resource person withthe tour

250 12 3000

5POL (seven days jeep HireCharges)

500 7 Days 3500

6 Other Expenses 3200 L.S. 3200

TOTAL AMOUNT 115000


DURATION-SEVEN NIGHT & SIX DAYS

TOTAL DISTANCE - 1800KM

PRAPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVLOPMENT PROGRAME (WITH IN DISTT.)

PARTICIPANTS-50

A Cross section of bund- 0.64 SqmTop Width

0.4

B Length - 100 RmtBottom Width

2.15

Height 0.5

S. No.

Item Quantity UnitLabour

Rate Total Rate

Labour Amount

Total Amount

1Dug belling work up to 5-7 cm depth 4x100=400m

400 Rm 1.00 1.00 400.00 400.00

2

Earth work in hard soil for construction ofbund including ramming compaction anddressing up to the lead of 50m and lift1.5 m 0.64x100=64 cum

64 Cum 92.00 92.00 5888.00 5888.00

Total 6288.00 6288.00Say Rs 6288 6288

1896477

Say am 6500

Per Rmt 65Avarage length per Rm/Ha = 120 Rm 7800.00

Say am 7800

MODEL ESTIMATE OF ARABLE LAND NRM W/S

Contingency @ 3%Grand Total

Per Ha Cost

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

0.4

P.S. -Revder, DISTT. - SIROHI (RAJ.)

U/S1.5

:1 0.50 2:1

D/S

. 0.4

. 0.4

1.6

2.15

1 For Bank stabilazatlonP.S Revder DISTT. SIROHI ( RAJ.)

2 Name of work :- CONTRUCTION OF WEST WEIR

Design

1 Available crest length 3.00 M

2 Total catchment area 4.00 Ha

3 Hight of structure 0.30 M

A Design discharge (By flood discharge method)

A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=

Q = C I A C= 0.4036 Catchment Area 4.00 Ha

Q = 1.06 cumsec K = L3 H L= 150.00 M

Say 1 cumsec H= 1.75 MK 1388.73Tc=0.0195K

5.13I = 23.90 cm/hr.

B HYDROLIC DESIGN

Q = 1.71L(h)3/2 L = 3.00 mt length available at site

h =[Q/1.71L]2/3

h = 0.36 Say = 0.10

Taking free board as 0.05 M

Total d = 0.15

WATER HARVESTING STRUCTURE

C. STRUCTURAL DESIGN

(I) Top width of Head wall

h /(p-1)0.5 0.09 0.09 say = 0.50 M(as per site condition where h = 0.10 m p = 2.30 0.10 M

p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wall

b = h+H /(p-1)0.5 0.35 Say = 0.75 M

H =heigth of head wall in meters = 0.3 m 0.30 M

(iii) Length of head wall extension H +d + 1 1.45 1.45 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 2 R/S M 2 4.00 M

(iv) Heigth of Head wall extensionH + d = 0.45 M

(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.20 0.45 M

(vi) Top width of HW ext0.4H= 0.12 0.40 M

(vii) Length of BasinL.B =0.75(H+d)+H 0.64 1.20 M

(viii) Thickness of Basin =0.60m(incloding concreting)

(ix) Height of side wall H+d = 0.45 0.45 M

(x) Height of side wall =1.5h at W W joints1.5h = 0.15 0.25 M

(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall

1.95

(xii) Length of wing wall = 2.25 h=0.23 0.00 M

(xiii) Height of the wing wall = 0.15 0.00 M

(xiv) Top width of Head wall ext site wall wing wall =

(xv) Width of toe wall= 0.3 M

(xvi) Height of toe wall = 0.15 M

(xvii) Height of wing wall at wing end = 0.00 M

(xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 0.45 M

(xix) Depth of foundation taking as 0.60 M

Prepared by Checked by Approved by

STABILITY CHECK'S

a Top width of anicut = 0.50 m

b Bottm width of anicut = 0.75 m w1 + w2self weight of anicut

p1 Pressure due to water besswall

p2 Horizontal water pressure

p3 Up lift pressure

h Food heigth = 0.10 m H heigth of anicut = 0.30 m L considening one metre = 1 S 2.3 C 0.6

Forces acting on a over flow gravity damForces and momrnt calculation'sconsidening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning momentas negative (-ve)moment taken at B

s. no. Forcesv- vertical forces

H- horizontal forces

Force acting at a distance from B

moment at B 2x5 + ve -ve

1 w1 = a x H xLxS

0.35 0.35 2.20 0.762 w2 = 1/2x(b-a)xHxLxS

0.09 0.09 1.13 0.10

3 p1 =wh x H

0.03 0.03 0.90 0.03

4 p2 =wH2/2 x H

0.05 0.05 0.60 0.03

5 p3 =cxwbx(H+h)/2

0.08 0.08 1.80 0.15 TOTAL 0.35 0.08 0.86 0.20

Em=mr-mo0.66

CHECKS IN OVERTURNING

Factor of satety agaist overturning

Emr/Emo =+m/-m = Restoning moment/overturning moment

4.29

it is more than 1.50 hance structure is safe against overturning

SLINDING

Factor of safety against slinding

Ev/Eh = 4.67

it is more than 1.0 hance structure is safe against slinding

RUPTURE (safety against tension at the bese)

X Relne Position of resultant measured from toe

x = Em/Ev = 1.87

e = b/2 - X -1.50

Ev/b (1+6e/b) -11.53

Ev/b (1-6e/b) 12.47

P max = -11.53

P min = 12.47

Name of work :-Waste weir S.No Particular Qty. Rate Per Amount Labour Rate L.Amount

1Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete

5.78 99.00 cum 572.02 99 572.022 2 cement concrete well mixed

in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB 1.61 2062.00 cum 3326.52 353.11 569.655

3 Random rubble stone

masonary in cement sandmortar(1:6) for foundation 3.62 1590.00 cum 5763.35 416.4 1509.35

4

Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

1.76 1590.00 cum 2797.61 416.4 732.656 5 Cement plaster including

smooth finishing in cementmortar (1:4)25mm thick 10.25 156.00 cum 1598.22 79.93 818.883

6 Cement concrete coping in

cement mortar1:.2:4.100mm thick 0.29 2960.00 cum 858.40 351.71 101.996

TOTAL 14916.12 4304.56 7 Rehandling of cement

beyond 100 m initial lead leadup to 200 0.87 61.00 53.35 61 53.3538

TOTAL 14969.47 4357.91METARIAL 10611.56LABOUR 4357.91

TOTAL 14969.47Add 3% Contingency Charges 449.08

TOTAL Rs. 15418.56Say 15500 Lac

Prepared by checked by Approved by

ABSTRACT OF COST

Modal estimate of wasteweir in Bank Stabilization Bond

NAME OF WORK : WASTE WEIR S.no Particular Qty. Sand Aggregate Stone Bags Cum 50mm 20mm Cum

1Cement concrete (1:4:8) mmHB (cum) 3.40,0.48,0.96

1.61 5.49 0.77 1.552

R R stone masonary (1:6)Foundation/ Super structure(cum) 1.68, 0.36, 1.14

5.38 9.05 1.94 6.143 Cement plaster (1:6)2 mm

thick (sqm) 0.108 0.0022 10.25 1.11 0.234 Raised &cut pointing (sqm)

0.0.32, 0.00435 Stone kharanja in cement

mortar (1:6)(cum) 1.80,0.375, 1.20

6 Cement concrete coping incement mortar1:2:4.75 mmthick 0.29 1.86 0.13 0.26

7 Dry stone pitching TOTAL 17.49 3.07 1.81 6.14

SAY 17 BAGS 0.87 MTPLAN

2 3.00 2

1.40

0.3 0.5

0.150.50

0.30 0.25G.L G.L

0.15

0.450.60

0.150.15

0.75

0.50

0.45

0.60

0.15

0.45S.W.& H.Ex- X- Sec.

1.20

MATERIAL CONSUMPTION STAEMENT

0.40

X-Section

G.L.

0.50

2.2.

Name of work :- ANICUTP,S, DISTT. BHILWARA

S.No. PARTICULAR No. LENGTHBREADTHHT/DEPTHQUANTITY1 Total Excavation

H.W. 1.00 3.00 0.75 0.60 1.35H.W.E. 2.00 2.00 0.45 0.60 1.08S.W. 2.00 1.95 0.45 0.60 1.05Toe wall 1.00 3.00 0.30 0.45 0.41Apron 1.00 3.00 1.20 0.45 1.62Wing Wall 2.00 0.50 0.45 0.60 0.27

Total (cu.m) 5.782

Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation

Total 5.78

5 cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W. 1.00 3.00 0.75 0.15 0.34H.W.E. 2.00 2.00 0.45 0.15 0.27S.W. 2.00 1.95 0.45 0.15 0.26Toe Wall 1.00 3.00 0.30 0.15 0.14Apron 1.00 3.00 1.20 0.15 0.54Wing Wall 2.00 0.50 0.45 0.15 0.07

Total 1.616 Random rubble stone

masonary in cement sandmortar(1:6) for foundation H.W. 1.00 3.00 0.75 0.45 1.01H.W.E. 2.00 2.00 0.45 0.45 0.81S.W. 2.00 1.95 0.45 0.45 0.79Toe Wall 1.00 3.00 0.30 0.30 0.27Apron 1.00 3.00 1.20 0.15 0.54Wing Wall 2.00 0.50 0.45 0.45 0.20

Total 3.627


H.W. 1.00 3.00 0.63 0.30 0.56H.W.E 1.00 4.00 0.40 0.45 0.72S.W. 2.00 1.50 0.40 0.23 0.27

2.00 0.30 0.40 0.45 0.112.00 0.05 0.40 0.23 0.01

Wing Wall 2.00 0.50 0.40 0.23 0.09

Total 1.76

DETAILED ESTIMATE

9 Cement plaster includingsmooth finishing in cementmortar (1:3)25mm thickH.W. 1.00 3.00 0.30 0.90

1.00 3.00 0.60 1.801.00 3.00 0.30 0.90

S.W. 2.00 0.50 0.15 0.152.00 0.25 0.30 0.152.00 1.50 0.23 0.682.00 1.20 0.30 0.72

H.W.E. 1.00 4.00 0.50 2.00Toe Wall 1.00 3.00 0.15 0.45Wing Wall 2.00 0.50 0.25 0.25Apron 1.00 3.00 0.75 2.25

Total 10.2511 Cement concrete coping in

cement mortar1:2:4.75 mmthickH.W. 1.00 3.00 0.50 0.05 0.08S.W. 2.00 2.25 0.40 0.05 0.09H.W.E. 1.00 4.00 0.40 0.05 0.08Toe.Wall 1.00 3.00 0.30 0.05 0.05

Total 0.2912 E/W for bind / embankment in

dry or mosit soil includinglaying on layers 1.5cmBreaking of clods sort ing ofgrass pabbles ete anddressing in requred profilewhen compacted manually orby plain roller with initial leadof 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil Total 0

13Dry stone pitching hammerdressing with packing ofvoids from small stoneincluding all lifts in reqiredprofile of depth of 20 to 23 cm

0Total 0

1- dk;Z dk uke &QkeZ iks.M+ fuekZ.k dk;Z xzke & xzke iapk;r &

iSans dh pkSM+kbZ 10 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj

2- ;kstuk dk uke& ;ksx

jkf'k

Je dqy Je lkexzh39600.00

1 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rdfeêh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk] cxy dks laokjuk] [kqnh

14600.00A- l[r] fpduh] dadj feêh esa 80 izfr-

vkSlr 1 100 400 250 1.6 400?ku eh-

99.00 99.00 39600.00 0.00 768.75B- fo?kfVr pV~Vku @eqjZe 20 izfr- vkSlr

1 100 400 250 0.4 100?ku eh-

146.00 146.00 14600.00 0.00 9187.502 vfrfjDr fy¶V dk dk;Z

1 100 156.25 128.13 0.5 64.06?ku eh-

12.00 12.00 768.75 0.00 64156.25vfrfjDr yhM dk dk;Z 1 100 400 250 1 250

?ku eh- 36.75 36.75 9187.50 0.00 1924.69

Total 64156.25 0.00 66080.94

contingency 3% 1924.69 0.00 66080.94

Grant Total 66080.94 0.00 66100.00

Total Labour Cost 66080.94 0.00

Total Cost

MODEL ESTIMATE OF FARM POND

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

P.S. - Revder, DISTT. - SIROHI (RAJ.)

Øa-la- dk;Z dk fooj.k la0iSnsa dk {ks=Qy

66100.00

ek=k bdkbZ

njÅij dk

{ks=Qy

vkSlr {ks=Qy

xgjkbZ

IWMP

20 20.00

20.00

10 10.00 Cross- Section

2.00

2.00 10.00

Isometric View

Name of Work :- Pasture Land Development (NRM) W/S

1.00 Ha. Area for trenching, Size of trench 0.45 mt. Depth 0.45 mt. Width33.3 Mt. Contour to contour intervals 0.2025 Sqm cross section area of trench

80 MM / Hr. Rainfall intensity of area 0.002

296 Mt. trenching length required in one hectare of land Say CCT/ha. 300.0060 Rmt. Length of Ditch cum bund fencing per ha.

278 Plants to be planted in one hectare Say 300 36.001.20 Mt. Depth of cattle protection trench, Top width 1.5 Bottom width 0.91.44 Sqm cross section area of DCB 60.00

S.no Particular Unit Quantity Labour Rate

Total Rate

Labour Cost Total Amount

(A) Ditch cum bund1 Dug belling work up to 5 to 7 cm depth. (4X60=240) Rmt. 240 1.00 1.00 240 240.002 Excavation of Ditch cum bund fencing Cum 86.43 Hard Soil 40% (60X1.44X0.4=34.56) Cum 34.56 82 82 2833.92 2833.924 Ordinary Murram 30% (60X1.44X0.3=25.92) Cum 25.92 99 99 2566.08 2566.085 Disintric Rock 30% (60X1.44X0.3=25.92) Cum 25.92 146 146 3784.32 3784.32

(B) Thor fencing work6 Excavation for thor fencing size 0.15x0.15x60 m Cum 1.35 99 99 133.65 133.65

(C) Counter Trench7 Layout ( by A-farm or dumpy level) for contouring. Rmt. 300 0.31 0.31 93 93.00

8Dug belling work up to 5 to 7 cm depth for contouring.(2X300=600) Rmt. 600 1.00 1.00 600 600.00

40%

Contour trench Excavation in 40 % Hard soil fortrenching. (1X300X0.2025X0.40=24.30) Cum 24.3 84 84.00 2041.2 2041.20

60%Contour trench Excavation in 60 % Ordinary Murramfor trenching. (1X300X0.2025X0.60=36.45) Cum 36.45 92 92.00 3353.4 3353.40

(D) Pits Work40% Pit digging in hard soil of size 45x45x45 Cm. Per pit 120 8.14 8.14 976.8 976.8060% Pit digging in moorm soil of size 45x45x45 Cm. Per pit 180 16.06 16.06 2890.8 2890.80

9Ring making of 1.0 Mt. Radius & 30 Cm. width X 20Cm. Depth. Per plant 300 2.60 2.60 780 780.00Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.20,293 Rs.20,293

Total Rs.20,293 20293Contengency 3% 609

Total Amount 20902

Rmt. Length of Ditch cum bund fencing per ha.Total C P T

Costing & Quantity Estimation of Pasture Land Development

2.5 x 2.5 mt. Spacing

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5P.S. - Revder , DISTT. - SIROHI (RAJ.)

Name of Work :- Pasture Land Development W/S

1 Ha. Area for P.D, 60 Rmt. Length of Ditch cum bund fencing per ha.

277.8 Plants to be planted in one hectare Say 300 36.00


Total Rate

Labour Cost

Total Amount

(A) Thor fencing work1 Supply and cutting of 80 cm thor sticks. (7N0 Danda /- Ha) Per 100 stick 420 74.3 174 312.06 730.80

2 Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

Per 100 stick 420 100 100 420 420.00

3 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 420 76.5 76.5 321.3 321.30

4 Planting of Thor sticks. Rmt. 60 6.93 6.93 415.8 415.80(B) Plantation work

5 Treatment of pit by FYM & Cloropairiphas (25gm per pit) Per pit 300 0.82 0.82 246 246.00

6 Cost of Cloropairiphas (As per market Rate) Per Kg 7.50 0.00 32.00 0 240.007 Cost of cloropairyphose As per market Rate.3x0.6=1.8 lit Per litre 1.80 0.00 280.00 0 504.008 600.008 Cost of saplings Per plant 300 0 5.00 0 1500.00

9 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1435.00 58.8 430.50

10 Planting of plant with Rehandling work 100m distance,mixing of soil with FYM,Endosalphane & filling of pit.cutting ofpolythine bag & planting with doing compact soil.

Per pit 300 7.40 7.40 2220 2220.00

11 Planting of Aloevera plant on top of contour trench 0.60mspacing with complete work.600x0.6=360 Rmt

Per Rmt 360 9.97 9.97 3589.2 3589.20

12 Cost of Aloevera including transport 10 Km + LoadingUnloading + Rehandling50%(3.75+0.94+0.297+0.3715=5.36)

Per plant 600 0 5.36 0 3216.00

14 Watering to the plant with 15 liters per plant for first yearthree times,second year five times & third year five timeswith mixing cloropairyphose.(2ml per pit) (300X13=3900)

Per plant 3900 1.85 1.85 7215 7215.00

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

6 x 6 mt. Spacing

(Production)Costing & Quantity Estimation of Pasture Land Development



Total Rate

Labour Cost

Total Amount

15 Transportation Cost of water up to 5 kmdistance.(300X13X15=58500)

Per 4000 Litre 58500.00 0 450.00 0 6581.25

16 Weeding & Hoeing (300X2X3=1800) Per plant 1800 1.20 1.20 2160 2160.0017 Ploughing by tractor cultivator and grass seed broadcasting

(seed rate 6 to 8 kgs/ha) cost of seed not includedHa. 0.80 284.00 964.00 227.2 771.20

18 Grass seed As per forest BSR 2004-2005 page no-12.

100% Dhaman Kg. 12 0 50.00 0 600.00

19 Making pallets of mixture of fine soil, grass seed, manure etc (seed rate 6 to 8 kgs/ha) cost of seed not included

Kg. 12.00 18.90 18.90 226.8 226.80

20 Sowing of grass seed pallets on bunds in two rows. Rmt. 720 0.59 0.59 424.8 424.8021 Sowing of tree seed on ridges. Rmt. 300.00 0.59 0.59 177 177.0022 Sowing of tree seed on bund (Desi Babool,neem & jetropha). Rmt. 180 0.59 0.59 106.2 106.20

23 Tree seed As per forest BSR 2004-2005 page no-12.Deshibabool Kg. 0.40 0.00 18.00 0 7.20

Kher Kg. 0.40 0.00 19.00 0 7.60Neem Kg. 0.40 0.00 39.00 0 15.60

Kumath Kg. 0.40 0.00 33.00 0 13.2024 One man chokidar for three year (within 25 Ha) No 43.80 135.00 135.00 5913 5913.0025 Gap filling in Second year (20%) 3097.8 4908.39

Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.43,561 Rs.27,131 Rs.43,561

Total Rs.27,131 43560.84

Add.3% Contengencey 1306.83Grand Total 44867.67

Total Cost/ HaLabour Cost/ Ha

Material Cost/ Ha

44868 27131 17737

65770

NRM Part 20902

Production 44868

Total Cost of Pasture Dovelopment

Name of Work :- Pasture Land Development

1 Ha. Area for P.D, 400 Rmt. Length of Thore fencing per ha.400 Plants to be planted in one hectare Say 400

(A) Plantation work

1 Planting of Aloevera plant on Boundary of field & (0.6mx0.6m)spacing with complete work ( 400x0.6=240 Rmt)

Per Rmt 240 9.97 9.97 2392.8 2392.8

2 Cost of Aloevera Including Transportation 10 Km + LoadingUnloading + Rehandling 50 %(3.77+0.94+0.297+0.3715=5.38)

Per plant 400 1 5.38 400 2150.00

3 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 50.00 0 600.004 Making of Pallets Per Kg 12 18.9 18.90 226.8 226.805 Spreeding of Grass Seed Per Ha 1 160 160.00 160 160.00

Total Rs.3,180 Rs.5,530 Rs.3,180 Rs.5,530

Total Rs.3,180 5529.60

Add.3% Contengencey 165.89Grand Total 5695.49


Material Cost/ Ha

5695 3180 2516Total Cost of Private Pasture Dovelopment 5695Cost From w/s scheme 5695


ALOEVERA NRMCosting & Quantity Estimation of Pasture Land Development


1 Name of village :- P.S . - Revder DISTT. SIROHI

2 Name of work :- CONTRUCTION OF NADI WITH WASTEWEIR Design

1 Available crest length 6.00 M2 Total catchment area 20.00 Ha3 Hight of structure 0.80 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=Q = C I A C= 0.40

36 Catchment Area 20.00 Ha

Q = 1.78 cumsec K = L3 H L= 1200.00 M

Say 2.00 cumsec H= 4.00 MK 20784.61Tc=0.0195K0.77

41.18I = 8.00 cm/hr.

B HYDROLIC DESIGN


h =[Q/1.71L]2/3

h = 0.34 Say = 0.35 Taking free board as 0.3 MTotal d = 0.65

C. STRUCTURAL DESIGN (I) Top width of Head wall

h /(p-1)0.5 0.31 0.31 say = 0.60 M(as per site condition where h = 0.35 m p = 2.30 0.35p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wallb = 0.8H+T.W+.3 1.54 Say = 1.60 MH =heigth of head wall in meters = 0.8 m 0.80 M

(iii) Length of head wall extension H +d + 1 2.45 2.45 Md = h+free board = 0.65 0.65 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M




(vii) APRON WIDTH =H+d 1.45 1.45 M

(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall

H+d = 1.45 1.45 M (x) Height of side wall =1.5h at W W joints

1.5h = 0.53 0.50 M

NADI IN P. D. BLOCK

(xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall2.90

(xii) Length of wing wall = 2.25 h= 0.79 0.80 M (xiii) Height of the wing wall = 0.53 0.60 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M (xvi) Height of toe wall = 0.30 M (xvii) Height of wing wall at wing end = 0.60 M (xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 0.60 M (xix) Depth of foundation taking as 1.00 M

STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.60 m w1 + w2self weight of anicut



p3 Up lift pressure h Food heigth = 0.35 m H heigth of anicut = 0.80 m L considening one metre = 1 S 2.3 C 0.6






1 w1 = a x H xLxS

1.10 1.10 2.20 2.432 w2 = 1/2x(b-a)xHxLxS

0.92 0.92 1.13 1.043 p1 =wh x H

0.28 0.28 0.90 0.254 p2 =wH2/2 x H

0.32 0.32 0.60 0.195 p3 =cxwbx(H+h)/2

0.46 0.46 1.80 0.83 TOTAL 1.56 0.60 3.47 1.27

Em=mr-mo2.19

CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment

2.72it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 2.61it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.40e = b/2 - X -0.60Ev/b (1+6e/b) -1.29Ev/b (1-6e/b) 3.24P max = -1.29P min = 3.24

Name of work :-Nadi with weste weir S.Noitem no.Particular Qty. Rate Per Amount Labour Rate L.Amount

1 2,(b)1

Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete

2.61 82.00 cum 214.02 82.00 214.022 2(c ),1 Excavation in ordinary

murram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof1.5m including dressing etccomplete 7.83 99.00 cum 775.17 99.00 775.17

3 2(d ),1Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m

15.66 146.00 cum 2286.36 146.00 2286.364 192,17

cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto40mm. HB

8.17 2062.00 cum 16850.66 353.11 2885.61495 27,3 Random rubble stone


6 28,3Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

12.64 1590.00 cum 20096.01 416.4 5262.87967 70,8 Cement plaster including


8 40(ii),4 Cement concrete coping incement mortar1:2:4.100mmthick 0.99 2960.00 cum 2943.72 351.71 349.7756

ABSTRACT OF COST

9 2(b),1 E/W for bind / embankment indry or mosit soil including layingon layers 1.5cm Breaking ofclods sort ing of grass pabblesete and dressing in requredprofile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding charges of waterringand compaction) Hard soil 1340.00 92.00 cum 123280.00 92.00 123280

TOTAL 193978.14 143561.65TOTAL 193978.14Add 3% Contingency Charges 5819.34

199797.49Total METARIAL 56235.84 SAY 0.562Total LABOUR 143561.65 SAY 1.436G. TOTAL 199797.49 Say 2.00


S.No. PARTICULAR No. LENGTH BREADTHHT/DEPTH QUANTITY1 Total Excavation

H.W. 1.00 6.00 1.60 1.00 9.60H.W.E. 2.00 1.50 0.60 1.00 1.80S.W. 2.00 2.90 0.60 1.00 3.48wing wall 2.00 0.80 0.60 1.00 0.96Toe wall 1.00 6.00 0.45 0.90 2.43Apron 1.00 6.00 1.45 0.90 7.83

Total (cu.m) 26.102

Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation

Total 2.61

3 Excavation in ordinarymurram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof1.5m including dressing etccomplete 30% of TotalExcavation

Total 7.834

Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m60% of Total Excavation

Total 15.66

5cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.

1.00 6.00 1.60 0.30 2.88H.W.E. 2.00 1.50 0.60 0.30 0.54S.W. 2.00 2.90 0.60 0.30 1.04Wing Wall 2.00 0.80 0.60 0.30 0.29Toe Wall 1.00 6.00 0.45 0.30 0.81Apron 1.00 6.00 1.45 0.30 2.61

Total 8.17

DETAILED ESTIMATE

6 Random rubble stonemasonary in cement sandmortar(1:6) for foundation H.W. 1.00 6.00 1.30 0.70 5.46H.W.E. 2.00 1.50 0.60 0.70 1.26S.W. 2.00 2.90 0.60 0.70 2.44Wing Wall 2.00 0.80 0.60 0.70 0.67Toe Wall 1.00 6.00 0.45 0.60 1.62Apron 1.00 6.00 1.45 0.30 2.61

Total 14.067


H.W. 1.00 6.00 0.95 0.80 4.56H.W.E 2.00 1.50 0.60 1.45 2.61S.W. 2.00 1.90 0.60 1.03 2.34

2.00 1.00 0.60 1.45 1.742.00 0.00 0.60 0.73 0.00

Wing Wall 2.00 0.80 0.60 1.45 1.39Total 12.64


1.00 6.00 1.10 6.601.00 6.00 0.30 1.80

S.W. 2.00 0.60 0.65 0.782.00 1.00 1.05 0.782.00 1.90 1.03 3.902.00 1.45 0.30 0.87

Wing Wall 2.00 0.80 0.60 0.962.00 0.60 0.60 0.72

H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 6.00 0.30 1.80Apron 1.00 6.00 1.45 8.70


cement mortar1:2:4. 100 mmthickH.W. 1.00 6.00 0.60 0.08 0.27S.W. 2.00 3.50 0.60 0.08 0.32Wing Wall 2.00 0.80 0.60 0.08 0.07H.W.E. 1.00 3.00 0.60 0.08 0.14Toe.Wall 1.00 6.00 0.45 0.08 0.20Apron 0.00 6.00 1.45 0.10 0.00

Total 0.9910 E/W for bind / embankment in

dry or mosit soil including layingon layers 1.5cm Breaking ofclods sort ing of grass pabblesete and dressing in requredprofile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding charges of waterringand compaction) Hard soil 1340 1340.00

Total 1340.00

NAME OF WORK : Nadi with weste weir S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum


8.17 33.10 3.51 7.032





mortar (1:6)(cum)1.80, 0.375, 1.20

6 Cement concrete coping incement mortar1:2:4. 100 mmthick 7.33,0.40,0.78 0.99 7.29 0.40 0.78


SAY 83 BAGS 4.14 MT

0.35 P3

0.60

P1

0.80 w1 1.3

P2 0.40

0.27 w2

1.15

0.80

0.69

1.60

0.53 1.07


PLAN1.5 6.00 1.5

2.90

0.45

0.80

0.65

0.60

0.80 0.50G.L G.L

0.30 0.901.00

0.300.3 1.45

1.60

0.60

0.601.45

0.50G.L G.L

1.00 1.00

0.3 0.3

0.60S.W.& H.Ex- X- Sec. W.W. X- Sec.

0.60

X-Section

0.60

0.60

2.

Name of Work :- Continious contour trench Jal Grahan Vikash Samiti

W/STotal Area in Ha 1

S. No. Item Quantity Unit Rate Amount

1 Marking of contour line through dumpy level 300Per

metre0.31 93.00

2Dug belling work for CCT up to 5-7 cm depth (As per BSR2011, P.no. 14, item no. 155a) (2X300=600)

600 Rm 1.00 600.00

Quantity of E/W (300Rmt X 0.2025=60.75 cum)

60.75 Cum

3Excavation of hard soil for CCT as perBSR2012 40%

24.3 Cum 84.00 2041.20

4Excavation of murram for CCT as perBSR2012 60%

36.45 Cum 92.00 3353.40

5Sowing of local grass seed on bunds As per BSR2012 (3X300=900)

900 Rm 0.65 585.00

6 Grass seed

A Spreeding of Grass seed 1 Ha 160 160.00

B Making of pallets 12 Kg 18.9 226.80C Dhaman 12 Kg 50 600.00

Total cost for CCT 7659.40

Contengency charge 3% 229.78

7889.18SAY Amount 7900 Per Ha


Total length of CCT per ha =300 rm/ha

CX= 0.2025 Cum

OPEN LAND CONTOUR TRENCH

Costing & Quantity Estimation of Contour trench

JeJeJeJe dqydqydqydqy JeJeJeJe dqy jk'khdqy jk'khdqy jk'khdqy jk'kh

1 2(B)dBksj feV`Vh esa [kMMk [kqnkbZ dk;Z0.60 * 0.60 * 0.60 = 0.216 CumX 200 No = 43.20 Cum

Per Cum 43.20 99 99 4276.8 4276.8

2 2(B) dBksj feV~Vh esa fjax [kqnkbZ dk;Z Per Cum 118.69 99 99 11750.31 11750.31

3

xMMks esa Hkjus gsrq ckgj ls ihyhfeV~Vh dz; dj ifjogu e; xMMks esaHkjkbZ vkSlru 20 izfr'kr xMMks esa91+41.70=132.70 cum

Per Cum 8.64 91 132.7 786.24 1146.528

4 SPikS/kk [kjhn ou foHkkx dh ulZjh lsnks o"kZ dk ikS/kk

izfr ikS/kk 220 0 8 0.00 1760.00

5ikS/k ifjogu 20 fdeh- ls vf/kd nwjhls

izfr ikS/kk 220 196 2654 43.12 583.88

6 144[kqns gq, xM`Mks dks dhVuk'kd nok lsmipkjhr djuk A

izfr ikS/kk 200 0.55 0.55 110.00 110.00

7 dhVuk'kd nok [kjhn dk;Z izfr ikS/kk 200 0.5 1 100.00 200.00

8 147 ikS/kkSa dk jksi.k izfr ikS/kk 200 3.6 3.6 720.00 720.00

9 151(A)ty laj{k.k gsrq Fkkoyk cukuk 50lseh- v/nZO;kl esaA

izfr Fkkoyk 200 2.4 2.4 480.00 480.00

10 148ikS/kkSa dks ikuh fiykuk 20 yhVj izfrikS/kk lkr ckjA 200X7=1400 No

izfr ikS/kk izfr lkr ckj

1400 1.85 1.85 2590.00 2590.00

11 SPikuh [kjhn e; ifjogu200X7X20=28000 Lit.

izfr Vsadj / 4000 lit

7 0 450 0.00 3150.00

12 150o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZxqMkbZ djuk (2*200=400 No)

izfr ikS/kk 400 1.2 1.2 480.00 480.00

13 Fkksj Qsaflx dk;Z fjx ds vUnj Rmt 1507 24 31 36168.00 46717.00

14 154

ikS/kS ds pkjks vksj rjQ 2 fe- ifjf/kdaVhayh >kfM;ksa dh ckM yxkuk e;>kfM;ksa dks LFkkuh; Lrj ls dkVukdkVdj ikS/ks ykdj pkjksa rjQ yxkukA

izfr ikS/kk 200 8.2 8.2 1640.00 1640.00

dqy jkf'k dqy jkf'k dqy jkf'k dqy jkf'k 59144.47 75604.52Contengency 3% 2268.14

dqy jkf'k izFke o"kZdqy jkf'k izFke o"kZdqy jkf'k izFke o"kZdqy jkf'k izFke o"kZ 77872.65

jk'khjk'khjk'khjk'khdz-dz-dz-dz-

l-l-l-l-BSR

ITEM

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Road Side Plantation For Watershed Scheme

izFke o"kZ la/kkj.k izFke o"kZ la/kkj.k izFke o"kZ la/kkj.k izFke o"kZ la/kkj.k

fooj.kfooj.kfooj.kfooj.k bZdkbZbZdkbZbZdkbZbZdkbZ ek=kek=kek=kek=knjnjnjnj

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Road Side Plantation For Watershed Scheme


12f}rh; o"kZ iqu% jksi.k gsrq 20% jkf'k izFke o"kZ ds ;ksx dh

8687.58 11257.54

13 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00


izfr ikS/kk 400 1.2 1.2 480.00 480.00



1400 1.85 1.85 2590.00 2590.00

16ikuh [kjhn e; ifjogu200X7X20=28000 Lit.


7 0 450 0.00 3150.00

dqy jkf'k dqy jkf'k dqy jkf'k dqy jkf'k 12063.58 17783.54Contengency 3% 533.51

dqy jkf'k f}rh; o"kZdqy jkf'k f}rh; o"kZdqy jkf'k f}rh; o"kZdqy jkf'k f}rh; o"kZ 12063.58 18317.04


17 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00


izfr ikS/kk 400 1.2 1.2 480.00 480.00



1400 1.85 1.85 2590.00 2590.00

20ikuh [kjhn e; ifjogu200X7X20=28000 Lit.


7 0 450 0.00 3150.00

3376.00 6526.00

Contengency 3% 195.78dqy jkf'k r`rh; o"kZ dqy jkf'k r`rh; o"kZ dqy jkf'k r`rh; o"kZ dqy jkf'k r`rh; o"kZ 3376.00 6721.78

egk;ksxegk;ksxegk;ksxegk;ksx 102911

dz-dz-dz-dz-l-l-l-l-

fooj.kfooj.kfooj.kfooj.k bZdkbZbZdkbZbZdkbZbZdkbZ ek=kek=kek=kek=kBSR

ITEM

dz-dz-dz-dz-l-l-l-l-

fooj.kfooj.kfooj.kfooj.k bZdkbZbZdkbZbZdkbZbZdkbZ

r`rh; o"kZ la/kkj.k r`rh; o"kZ la/kkj.k r`rh; o"kZ la/kkj.k r`rh; o"kZ la/kkj.k

BSR ITEM

njnjnjnj

ek=kek=kek=kek=k

jk'khjk'khjk'khjk'kh

njnjnjnj jk'khjk'khjk'khjk'kh

f}rh; o"kZ la/kkj.k f}rh; o"kZ la/kkj.k f}rh; o"kZ la/kkj.k f}rh; o"kZ la/kkj.k

S.N Qty UnitLc Total Lc Total

1 4x2x0.15=1.20 cum 3.50 cum 99.00 99.00 346.5 346.52x1x1x1.15=2.30 cumTotal cum 3.50 cum

2 4x2x0.15=1.20 10.50 cum 332.10 997.00 3487.05 10468.502x1x1x1.15=2.30

4x(2+1)/2x1.0=6.00 2x1x1x0.50=1.00

Total cum 10.50 cumTotal 3833.6 10815.0

tksM+ 3 % dfUVu tsalh 324.45

dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx 11139

SAY 11200

3834

7366

11200

LSCD

ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

Rate Amount

ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr Je en esa


Excavation of earth work in

hard soilDry Stone Masonary

Details of work

1 SIROHI (IWMP) - IV 1

P.S . REODAR DISTT. SIROHI ( RAJ.)

2 Name of work :- CONTRUCTION OF WALL AT NALLA 3 Available crest length 7 m4 Hight of structure 0.80 m5 Top Width 0.5 m6 Bottom Width 1.14 m7 Depth of foundation taking as 1.10 m8 Length of Basin 1.00 m9 Head wall ext. 2+2 m

dza- dza- dza- dza- la-la-la-la-

fooj.kfooj.kfooj.kfooj.k la[;kla[;kla[;kla[;k yEckbZyEckbZyEckbZyEckbZ pkSMkbZpkSMkbZpkSMkbZpkSMkbZ xgjkbZxgjkbZxgjkbZxgjkbZ ek=kek=kek=kek=k dqy njdqy njdqy njdqy nj dqy jkf'kdqy jkf'kdqy jkf'kdqy jkf'k Jfed njJfed njJfed njJfed njJfed Jfed Jfed Jfed jkf'kjkf'kjkf'kjkf'k

mt mt mt cum Rs/cum Rs Rs/cum Rs1 Total Excavation

H.W. 1.00 7.00 1.14 1.10 8.78H.W.EX. 2.00 2.00 0.80 1.10 3.52Apron 1.00 7.00 1.00 0.60 4.20

Total (cu.m) 16.502

uho , [kkbZ, ijukyk es 1-5 xgjkbZrd feVVh dks [kqnkbZ djuk, rydks dwVuk, ikuk Mkyuk, cxydks laokjuk, [kqnh feVVh dks ckgjfudkyuk, uho Hkjus ds ckn [kkyhLFkkuks dks iqu feVVh ls HkjukrFkk cph gqbZ feVVh dks 50 ehVjdh nwjh rd fuLrkj.k djukA(c) l[r, fpduh, dadj feVVhesss (Page No-1,Item No-2b),

Total 16.50 99.00 1633.30 99.00 1633.303

lhesUV dkadzhV uho ;k Q'kZ es 40fe- eh- ukeh; eki dh iRFkjfxVVh@bZV fxVVh, lhesUV & jsrelkyk es 1 lhesUV : 4 jsr : 8fxVVh vuqikr es feykdj MkyukrFkk dqVkbZ djuk rjkbZ lesr A(v) iRFkj dh fxVVh ds lkFk(Page No-14,Item No-122a)

1.00 7.00 1.14 0.30 2.39H.W.EX. 2.00 2.00 0.80 0.30 0.96Apron 1.00 7.00 1.00 0.30 2.10

Total 5.45 2062 11246.15 353.11 1925.86

NAME OF WORK - ESTIMATED COST OF MASONARY WALL IN

DETAILED ESTIMATE

4 uho rFkk dqlhZ es iRFkj dh osj}k&<+ksdk lhesUV catjh 1 : 3, 1: 6, ;k 1 : 8 elkys es e; cxydh f>jh cUn djuk rFkk rjkbZvkfn A (v) lhesUV catjh 1 : 8(Page No-14,Item No-121a) H.W. 1.00 7.00 1.14 0.80 6.38H.W.EX. 2.00 2.00 0.50 0.80 1.60Apron 1.00 7.00 1.00 0.30 2.10

Total 10.08 1499 15115.92 416.40 4198.985 uho rFkk dqlhZ es iRFkj dh os

j}k&<+ksdk lhesUV catjh 1 : 3, 1: 6, ;k 1 : 8 elkys es e; cxydh f>jh cUn djuk rFkk rjkbZvkfn A (v) lhesUV catjh 1 : 8(Page No-14,Item No-121a)H.W. 1.00 7.00 0.82 0.80 4.59H.W.EX. 2.00 2.00 0.50 1.30 2.60

Total 4.59 1499 6883.41 416.40 1912.116

lhesUV IykLVj nhokj ij 1 : 6vuqikr es lhesUV&ctjh feykdjtksMks ls dqjsnus rFkk rjkbZ lfgr25 fe-eh-@20 fe-eh-@12 fe-eh- esaA (v) 25 eh- eh- (Page No-8,Item No-68a)

H.W. 1.00 7.00 0.80 5.60do 1.00 7.00 1.10 7.70

H.W.EX. 2.00 0.50 0.50 0.50Apron 1.00 7.00 1.00 7.00

Total 20.80 137 2849.60 79.93 1662.547 lhesUV dkdhaV 1 lhesUV : 2

ctjh :4 iRFkj ,xzhxsV vuqikr es12 fe-eh- ukeh; eki dh ,xzhxsV

ds lkFk Mkyuk (Page Νο−15,Item Νο−123)H.W. 1.00 7.00 0.50 0.075 0.26H.W.EX. 2.00 2.00 0.50 0.075 0.15Apron 1.00 7.00 1.14 0.075 0.60

Total 1.01 2960 2992.56 351.71 355.58

dqy ;ksxdqy ;ksxdqy ;ksxdqy ;ksx 40720.93 11688.37

lkexzhlkexzhlkexzhlkexzh 29032.56

JeJeJeJe 11688.37

;ksx;ksx;ksx;ksx 40720.93

tksMus 3 izfr'kr dUVsutsUlh pktZtksMus 3 izfr'kr dUVsutsUlh pktZtksMus 3 izfr'kr dUVsutsUlh pktZtksMus 3 izfr'kr dUVsutsUlh pktZ 1221.63

dqy ;ksxdqy ;ksxdqy ;ksxdqy ;ksx 41942.56Say 0.42

S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum1 Cement concrete (1:4:8) mm HB

(cum) 3.40,0.48,0.96 5.45 13.74 2.45 4.912

R R stone masonary (1:8) Foundation/Super structure (cum) 1.07, 0.3, 1.1

14.68 15.7 4.40 16.13 Cement plaster (1:6)25 mm thick

(sqm) 0..033 0.015 20.80 0.31 0.694 Raised &cut pointing (sqm) 0.0.32,

0.00435 Stone kharanja in cement mortar

(1:8)(cum) 1.80, 0.375, 1.206 Cement concrete coping in cement

mortar1:2:4.50 mm thick 1.01 6.47 0.45 0.917 Dry stone pitching

TOTAL 36.2 8.00 5.82 16.1SAY 36 BAGS 1.81 MT

.0.6 2.00 A 7 2.00Head wall

Apron 1.00

0.80 0.3 7G.L G.L

A

1.10 0.3

0.3

1.14

Head wall

X-Section of head wall,Apron (A-A)

1.00

Apron

PLAN

0.5

SIROHI (IWMP) - IVNAME OF WORK - MATERIAL CONSUMPTION STAEMENT OF MASONARY WALL IN

0.50

………..

1 Name of w/s :- Revder RevderP.S Revdar DISTT. SIROHI ( RAJ.)

2 Name of work :- CONTRUCTION OF PAKA ANICUT AT Design

1 Available crest length 10.00 M2 Total catchment area 250.00 Ha3 Hight of structure 2.00 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN

Peak rate of run off in cum/sec.=Q = C I A C= 0.40

36 Catchment Area 250.00 Ha

Q = 16.94 cumsec K = L3 H L= 780.00 M

Say 11 cumsec H= 8.00 MK 7701.88Tc=0.0195K0.77

19.17I = 6.10 cm/hr.

B HYDROLIC DESIGN


h =[Q/1.71L]2/3

h = 0.75 Say = 0.75 Taking free board as 0.3 MTotal d = 1.05

C. STRUCTURAL DESIGN (I) Top width of Head wall

h /(p-1)0.5 0.66 0.66 say = 1.00 M(as per site condition where h = 0.75 m p = 2.30 0.75p Specific gravty of stone masnory in cm = 2.3

(ii) Bottom width of head wallb = 0.8H+T.W+.3 2.90 Say = 3.00 MH =heigth of head wall in meters = 2 m 2.00 M

(iii) Length of head wall extension H +d + 1 4.05 4.05 Md = h+free board = 1.05 1.05 Mbut as per side condition L/S M 5 R/S M 5 10.00 M




(vii) APRON WIDTH =H+d 3.05 2.70 M

(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall

H+d = 3.05 3.05 M (x) Height of side wall =1.5h at W W joints

1.5h = 1.13 1.00 M (xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall

4.95 (xii) Length of wing wall = 2.25 h= 1.69 2.00 M (xiii) Height of the wing wall = 1.13 1.00 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M (xvi)Height of toe wall = 0.30 M (xvii) Height of wing wall at wing end = 1.00 M (xviii) Bottem width of the side wall &wing wall taking as per Bottom width

of the head wall ext as in item no.5= m 1.20 M (xix) Depth of foundation taking as 2.00 M

WATER HARVESTING STRUCTURE

STABILITY CHECK'S a Top width of anicut = 1.00 m b Bottm width of anicut = 3.00 m w1 + w self weight of anicut



p3 Up lift pressure h Food heigth = 0.75 m H heigth of anicut = 2.00 m L considening one metre = 1 S 2.3 C 0.6






1 w1 = a x H xLxS

4.60 4.60 2.20 10.122 w2 = 1/2x(b-a)xHxLxS

4.60 4.60 1.13 5.203 p1 =wh x H

1.50 1.50 0.90 1.354 p2 =wH2/2 x H

2.00 2.00 0.60 1.205 p3 =cxwbx(H+h)/2

2.16 2.16 1.80 3.89 TOTAL 7.04 3.50 15.32 6.44

Em=mr-mo8.88

CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment

2.38it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 2.01it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.26e = b/2 - X 0.24Ev/b (1+6e/b) 2.82Ev/b (1-6e/b) 1.87P max = 2.82P min = 1.87

Name of work :-Medium masonary structure S.No Particular Qty. Rate Per Amount Labour Rate L.Amount

1

Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete

15.53 99.00 cum 1537.57 99.00 1537.5692

Excavation in ordinary murramor earth mixed with bajri andkankar or boulder dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete

46.59 146.00 cum 6802.58 146.00 6802.5783

Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m

93.19 193.00 cum 17984.90 193.00 17984.8984

cement concrete well mixed incement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto40mm. HB

28.49 2062.00 cum 58754.63 353.11 10061.51635 Random rubble stone


6Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

114.06 1590.00 cum 181351.43 416.4 47493.5437 Cement plaster including


8 Cement concrete coping incement mortar1:2:4.100mmthick 2.67 2960.00 cum 7889.88 351.71 937.483005

9 Rehandling of cement beyond100 m initial lead lead up to200 25.39 147.00 3732.57 147 3732.56998

TOTAL 475173.08 144298.669METARIAL 330874.41LABOUR 144298.67

TOTAL 475173.08Add 3% Contingency Charges 14255.19

TOTAL Rs. 489428.27Say 4.89 Lac


ABSTRACT OF COST

S.No.PARTICULAR No. LENGTH BREADTHHT/DEPTH QUANTITY1 Total Excavation

H.W. 1.00 10.00 3.00 2.00 60.00H.W.E. 1.00 10.00 1.20 2.00 24.00S.W. 2.00 4.95 1.20 2.00 23.76wing wall 4.00 2.00 1.20 2.00 19.20Toe wall 1.00 10.00 0.45 0.90 4.05Apron 1.00 10.00 2.70 0.90 24.30

Total (cu.m) 155.312

Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation

Total 15.53

3Excavation in ordinary murramor earth mixed with bajri andkankar or boulder dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete 30% ofTotal Excavation

Total 46.59

4Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m60% of Total Excavation

Total 93.19

5cement concrete well mixed incement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.

1.00 10.00 3.00 0.30 9.00H.W.E. 1.00 10.00 1.20 0.30 3.60S.W. 2.00 4.95 1.20 0.30 3.56Wing Wall 4.00 2.00 1.20 0.30 2.88Toe Wall 1.00 10.00 0.45 0.30 1.35Apron 1.00 10.00 2.70 0.30 8.10

Total 28.496 Random rubble stone

masonary in cement sandmortar(1:6) for foundation H.W. 1.00 10.00 2.70 1.70 45.90H.W.E. 1.00 10.00 1.20 1.70 20.40S.W. 2.00 4.95 1.20 1.70 20.20Wing Wall 4.00 2.00 1.20 1.70 16.32Toe Wall 1.00 10.00 0.45 0.60 2.70Apron 1.00 10.00 2.70 0.30 8.10

Total 113.62

DETAILED ESTIMATE

7Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure

H.W. 1.00 10.00 1.85 2.00 37.00H.W.E 1.00 10.00 1.00 3.05 30.50S.W. 2.00 3.15 1.00 2.03 12.76

2.00 1.80 1.00 3.05 10.982.00 0.40 1.00 1.53 1.22

Wing Wall 4.00 2.00 1.00 2.70 21.60Total 114.06


1.00 10.00 2.30 23.001.00 10.00 0.30 3.00

S.W. 2.00 1.00 1.05 2.102.00 2.00 2.05 2.102.00 3.15 2.03 12.762.00 2.70 0.30 1.62

Wing Wall 2.00 2.00 1.00 4.002.00 1.00 1.00 2.00

H.W.E. 1.00 10.00 0.50 5.00Toe Wall 1.00 10.00 0.30 3.00Apron 1.00 10.00 2.70 27.00


cement mortar1:2:4.75 mmthickH.W. 1.00 10.00 1.00 0.08 0.75S.W. 2.00 6.15 0.80 0.08 0.74Wing Wall 2.00 2.00 0.80 0.08 0.24H.W.E. 1.00 10.00 0.80 0.08 0.60Toe.Wall 1.00 10.00 0.45 0.08 0.34Apron 0.00 10.00 2.70 0.10 0.00

Total 2.67

NAME OF WORK : RAIN WATER HARVESTING STRUCTURE ANICUT S.noParticular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum


28.49 96.88 13.68 27.352





mortar (1:6)(cum) 1.80,0.375, 1.20

6 Cement concrete coping incement mortar1:2:4.75 mmthick 2.67 17.06 1.20 2.40


SAY 508 BAGS 25.39 MT


0.75 P3

1.00

P1

2.00 w1 2.5

P2 1.00

0.67 w2

2.75

2.00

1.65

PLAN

5 10.00 5

4.95

0.45

2.00

1.05

1.00

2.00 1.00G.L G.L

0.30 0.902.00

0.300.3 2.70

3.00

0.80

0.803.05

1.00G.L G.L

2.00 2.00

0.3 0.3

1.20S.W.& H.Ex- X- Sec. W.W. X- Sec.

0.80

X-Section

1.20

1.00 2.00

1.00

3.00

2.

ek=k jkf'k ek=k jkf'k

1 Hkwfe mipkj dyksjksikbjhQkl 4% k.g 31/-kg. 25 775 10.0 310.00

2 cht k.g 20/-kg. 125 2500 50.0 1000.00

3 cht mipkj

(I) fned fu;a=.k dyksjksikbjhQkl 20E.C. M.L. 330LIT. 600 180 240.0 72.00

(II) cht tfur jksxks ds fy, Fkkbjku gm. 0.20/-gm. 312.5 62.5 125.0 25.00

(B.) dYpj

(I) ,stksVksosDVj rhu isdSV i;kZIr 12/Each 36 14.40

(II) ih-,l-ch- rhu isdSV i;kZIr 12/Each 36 14.40

(III)

3 moZjd

(I) u=tu k.g 80 32.0

(II) QkLQksjl k.g 35 14.0

(III) Mh-,-ih- k.g 10/kg. 77 770 30.8 308.00

(IV) ;wfj;k k.g 6/kg. 146 873.048 58.2 349.22

4 lw{e rRo ftad lYQsV k.g 50/kg. 25 1250 10.0 500.00

5 [kjirokj fu;a=.k

(I) 2-4,D (A.I) M.L. 250/LIT. 500 125 200.0 50.00

(II)

6 ikS/k laj{k.k

(I) fned dyksjksikbjhQkl 35 EC LIT. 280/LIT. 2.5 700 1.0 280.00

7308 2923.02TOTAL

ty xzg.k {ks= es Qly izn'kZu

uke Qly%&xsgwWa

fdLe%&jkt-3077@jkt-4037@,p-vkbZ153

dz-l- xfrfof/k izdkj ;qfuV nj

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5P.S. - Revder, DISTT. - SIROHI (RAJ.)

izfr gsDVs;j izn'kZu gsrq ¼0.40gs-½fooj.k


1 Hkwfe mipkj D;wukyQkl 1.5% k.g 28/-kg 25 700.0 10.0 280

2 cht k.g 33/kg. 80 2640.0 32.0 1056

3 cht mipkj

(I) tMxyu jksx 6gm. VkzbdksMekZ 10.0 4

(B.) dYpj

(I) jkbtksfc;e dYpj rhu isdSV i;kZIr 12/Each 36.0 14.4

(II) PSM. rhu isdSV i;kZIr 12/Each 36.0 14.4

3 moZjd

(I) u=tu k.g 20 8.0


(III) Mh-,-ih- 10/kg. 88 880.0 35.2 352

(IV) ;wfj;k 6/kg. 186 1114.1 74.3 445.632

4 [kjirokj fu;a=.k

(I)

(II)

5 ikS/k laj{k.k

(I) dVoeZ feFkkby iSjkfFk;ku 2% pw.kZ k.g 17/-kg. 25 425.0 10.0 170

(II) QyhNsndesykfFk;ku 5% ;k D;wukyQkl1.5%

k.g 28/-kg. 25 700.0 10.0 280

6541.1 2616.43TOTAL


uke Qly%&puk

fdLe%&izrki puk@RSG-888

dz-l- xfrfof/k izdkj ;qfuV nj


izfr gsDVs;j izn'kZu gsrq ¼0.40gs-½fooj.k


1 Hkwfe mipkj dyksjksikbjhQkl 4% pw.kZ k.g 31/-kg. 25 775 10.0 310

ftIle k.g 250 500 100.0 200

2 cht k.g 38/-kg. 4 152 1.6 61

3 cht mipkj

(I) esadkstso 2gm./kg. cht 400/-kg. 10 4

(II)

(III)

(B.) dYpj

(I) rhu isdSV i;kZIr PSD. 12/Each 36 14.4

(II) PSM. rhu isdSV i;kZIr PSD. 12/Each 36 14.4

3 moZjd

(I) u=tu k.g 60 24.0


(III) Mh-,-ih- 10/kg. 66 660 26.4 264

(IV) ;wfj;k 6/kg. 121 728.64 48.6 291.456

4 lw{e rRo xa/kdpw.kZ gm. 10 40 400 16.0 160

3298 1319

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


uke Qly%&ljlks

fdLe%&ck;ks 902@olqU/kjk

TOTAL


dz-l- xfrfof/k izdkj ;qfuV njizfr gsDVs;j izn'kZu gsrq ¼0.40gs-½

fooj.k


1 Hkwfe mipkj nhed dyksjksikbjhQkl 4% pw.kZ k.g 31/-kg. 25 775 10.0 310

2 cht k.g 30/-kg. 20 600 8.0 240

3 cht mipkj

(I) rqykflrk jksx fjMksfey m.z. 4gm./kg. cht gm. 80 120 32.0 48

(II) nhed fu;a=.k 3m.l. dyksjksikbjhQkl / kg cht 31/-kg. 25 10

(III) Fkkbjke gm. 23 3 69 1.2 27.6

(B.) dYpj

(I) ,stksVksosDVj dYpj ls mipkfjr 100 40

(II) QkLQksjl rhu isdSV QkLQksosfDVzu PSD. 12/Each 36 14.4

(III) PSM. rhu isdSV QkLQksosfDVzu PSD. 12/Each 36 14.4

3 moZjd

(I) u=tu k.g 60 24.0


(III) Mh-,-ih- 10/kg. 66 660 26.4 264

(IV) ;wfj;k 6/kg. 121 728.64 48.6 291.456

4 lw{e rRo tLrs dh deh ij znso4 k.g 50/kg. 25 1250 10.0 500

5 [kjirokj fu;a=.k 500gm. ,Vkzthu (A.I.) LIT. 180/-PKT. 600 108 240.0 43

1.5kg. ,ykDyksj 100 40

6 ikS/k laj{k.k

(I) ,fQM+ feFkkby fMesVksu 25E.C. LIT. 1 100 40

4708 1883


uke Qly%&cktjk

fdLe%&

TOTAL



fooj.k


1 Hkwfe mipkj feFkkby iSjkfFk;ku 2% pw.kZ k.g 17/-kg. 25 425 10.0 170

2 cht k.g 47/-kg. 15 705 6.0 282

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1.2 27.6

(B.) dYpj

(I) jkbtksfc;e dYpj rhu isdSV i;kZIr 12/Each 36 14.4

(II) PSM. rhu isdSV i;kZIr 12/Each 36 14.4

(III)

3 moZjd

(I) u=tu k.g 10 4.0


(III) Mh-,-ih- 10/kg. 66 660 26.4 264

(IV) ;wfj;k 6/kg. 141 847.44 56.5 338.976

4 lw{e rRo

5 [kjirokj fu;a=.k QywDyksfju (A.I.) LIT. 500/-LIT. 1 500 200

3278.44 1311

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


uke Qly%&mM+n

fdLe%&d`".kk@Vh -9

TOTAL



fooj.k



2 cht k.g 41/-kg. 15 615 6.0 246

3 cht mipkj

(I)

(II)

(III)

(B.) dYpj

(I) PSM. rhu isdSV i;kZIr 12/Each 36 14.4

(II) jkbtksfc;e rhu isdSV i;kZIr 12/Each 36 14.4

(III)

3 moZjd

(I) u=tu kg. 10 4.0

(II) QkLQksjl kg. 30 12.0

(III) Mh-,-ih- 10/kg. 66 660 26.4 264

(IV) ;wfj;k 6/kg. 141 847.44 56.5 338.976

4 lw{e rRo

2619.44 1048


uke Qly%&ewWxa

fdLe%&iwlk cS'kk[kh /Rmg-902

TOTAL



fooj.k



ftIle k.g 250 500 100.0 200

2 cht k.g 137/-kg. 2 274 0.8 110

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1.2 27.6

(II) thok.kq vaxHkkjh jksx gsrq LMzsIVkslkbfDyu 10lit. Ikkuh esa gm. 40/-isdSV 2 80 0.8 32

(III)

(B.) dYpj



(III)

3 moZjd

(I) u=tu k.g 20 8.0


(III) Mh-,-ih- 10/kg. 55 550 22.0 220

(IV) ;wfj;k 6/kg. 113 678.48 45.2 271.392

4 lw{e rRo ftIle dk iz;ksx

5 [kjirokj fu;a=.k ,sykDyksj (A.I.) k.g 1.5 100 0.6 40

2748.48 1099


uke Qly%&fryfdLe%&RT.-46/TC-25

TOTAL



fooj.k


1 Hkwfe mipkj

2 cht k.g 40/-kg. 15 600 6.0 240

3 cht mipkj

(I) vaxekjh jksx 250ppm. ,xhzekbflu 60 563 225

(II) Fkkbjke gm. 23 3 69 1.2 27.6

(III)

(B.) dYpj

(I) jkbtksfc;e dYpj rhu isdSV i;kZIr 12/Each 36 14.4


(III)

3 moZjd

(I) u=tu k.g 10 4.0


(III) Mh-,-ih- 10/kg. 88 880 35.2 352

(IV) ;wfj;k 6/kg. 190 1137.84 75.9 455.136

4 lw{e rRo ftad lYQsV k.g 50/-kg. 25 1250 10.0 500

5 [kjirokj fu;a=.k 2-4,D- ,LVjlkYV gm. 250/-kg. 500 125 200.0 50

4696.84 1879TOTAL



fooj.k

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


uke Qly%&Xokj

fdLe%&nqxkZiqjk lQsn@iwlk uocgkj


1 Hkwfe mipkj dyksjksikbjhQkl 4% pw.kZ k.g 31/-kg. 25 775 10.0 310

2 cht nkus gsrq k.g 30/-kg. 10 300 4.0 120

pkjs gsrq k.g 25 10.0

3 cht mipkj

(I) Fkkbjke gm. 23 3 69 1.2 27.6

(II) xa/kdpw.kZ gm. 110 4 440 1.6 176

(III)

(B.) dYpj



(III)

3 moZjd

(I) u=tu k.g 80 32.0


(III) Mh-,-ih- 10/kg. 99 990 39.6 396

(IV) ;wfj;k 6/kg. 186 1116 74.4 446.4

4 lw{e rRo ftad lYQsV dk iz;ksx k.g 50/-kg. 25 1250 10.0 500

5012 2005TOTAL



fooj.k


uke Qly%&Tokj

fdLe%&jktLFkku pjh& 1,2@CSH&5,6

UNIT COST UNIT COST UNIT COST UNIT COST UNIT COST

1 BER 6 32272 193632 0 0 0 0 2 64544 2 64544 2 64544

2 MANGO 5 50039 250195 0 0 0 0 2 100078 2 100078 1 50039

3 NIMBU 6 32614 195684 0 0 0 0 2 65228 2 65228 2 65228

4 Aawla 7 51522 360654 0 0 0 0 2 103044 2 103044 3 154566

24 1000165 0 0 0 0 8 332894 8 332894 8 334377

Cost per Ha 41674

UNIT COST UNIT COST UNIT COST UNIT COST UNIT COST

1 BER 6 41500 249000 0 0 2 83000 2 83000 2 83000

2 MANGO 5 62500 312500 0 0 2 125000 2 125000 1 62500

3 NIMBU 6 41800 250800 0 0 2 83600 2 83600 2 83600

4 Aawla 7 63900 447300 0 0 2 127800 2 127800 3 191700

24 1259600 0 0 8 419400 8 419400 8 420800

Cost per Ha 52483

TOTAL( C )

V YEAR

TOTAL( C )

S.NO.

TEYP OF PLANTS

UNIT Hact.

UINT COST /Ha.

Total CostI YEAR II YEAR

Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k From w/s Scheme

S.NO.

TEYP OF PLANTS

UNIT Hact.

UINT COST /Ha.

Total CostI YEAR II YEAR III YEAR IV YEAR

III YEAR IV YEAR V YEAR

Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k Qynkj iks/kk jksi.k (From MNREGS Scheme)

Total plant 400 No C/C 5mx5mThor fencing 100 Rmt/HaThor Danda 700 per ha W/S

S.N Details of work Qty UnitLc Total Lc Total

1Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum

202.50 Cum 99.00 99.00 20047.50 20047.50

2Excavation of earth work for thor fencing pit size 0.15x0.15m

2.25 Cum 99.00 99.00 222.75 222.75

3Dag balling work up to 5 to 7 cm depth

100 Rmt. 1.00 1.00 100.00 100.00

4Supply and cutting of 80 cm thor sticks. 7 Danda /-Rmt 700.00

Per 100 stick 74.30 174.00 520.10 1218.00

5Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. 700.00

Per 100 stick 100.00 100.00 700.00 700.00

6Rehandling work of thor sticks up to 200 to 500mt distance. 700.00

Per 100 stick 76.50 76.50 535.50 535.50

7Planting work of Thor sticks in 15 cm distance. 100.00 Rmt.

6.93 6.93 693.00 693.00

8 Treatment of pitsa Through chemicals 400 Per plant 0.55 0.55 220.00 220.00b Through mannure 400 Per plant 0.27 0.27 108.00 108.00

9Planting of plant with rehandling upto 100m,refilling of soil & compaction etc

400 Per plant 7.40 7.40 2960.00 2960.00

10Cost of Plant including transportation (19+2)=21

400 Per plant 0.00 21.00 0.00 8400.00

11Making of thanwala,of 50 cm radious

400 Per plant 2.40 2.40 960.00 960.00

12Weeding & hoeing three times in the year (400x3x3=3600)

3600 Per plant 1.20 1.20 4320.00 4320.00

13Cost of Mannure including transportation

400 Per Kg 0.50 2.00 200.00 800.00

14Cost of Chemical including transportation

400 Per plant 0.50 1.00 200.00 400.00

Total 31786.85 41684.7515 Gap filling 20% 6357.37 8336.95

Total 38144.22 50021.70Say Rs 38144 50022

Contengency 3% 1501Grand total 51522

381441337851522


Total Am

Amount

MODEL ESTIMATE OF HORTICULTURE PLANTATION

Labour AmMeterial Am

Rate

Aawla NRM

MENGOTotal plant 400 No W/S

Thor fencing 100 Rmt/Ha C/C 5mx5mThor Danda 700 per ha



202.50 Cum 99 99.00 20047.50 20047.50

2Excavation of earth work for thor fencing pit size 0.15x0.15m

2.25 Cum 99 99.00 222.75 222.75


100 Rmt. 1.00 1.00100.00 100.00

4Supply and cutting of 80 cm thor sticks. 7 Danda /-Rmt 700.00

Per 100 stick 74.30 174.00 520.10 1218.00

5Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. 700.00

Per 100 stick

100.00 100 700.00 700.00


Per 100 stick 76.50 76.5 535.50 535.50

7Planting work of Thor sticks in 15 cm distance. 100.00 Rmt. 6.93 6.93 693.00 693.00

8 Treatment of pits 0.00a Through chemicals 400 Per plant 0.55 0.55 220.00 220.00b Through mannure 400 Per plant 0.27 0.27 108.00 108.00


400 Per plant 7.40 7.40 2960.00 2960.00

10Cost of Plant including transportation (16+2)=18

400 Per plant 0.00 18.000.00

7200.00


400 Per plant 2.40 2.40960.00

960.00


3600 Per plant 1.20 1.204320.00

4320.00


400 Per Kg 0.50 2.00200.00

800.00


400 Per plant 0.50 1.00200.00

400.00


Total 38144.22 48581.70Say Rs 38144 48582


381441189550039

Meterial AmTotal Am


Rate Amount

Labour Am


Total plant 277 No W/SThor fencing 100 Rmt/Ha C/C 6mx6mThor Danda 700 per ha



140.23 cum 99 99.0013882.89 13882.89


100 Rmt. 1.00 1.00100.00

100.00

3Supply and cutting of 80 cm thor sticks. ( 7 Danda /-Rmt) 700.00

Per 100 stick 74.30 174.00 520.10 1218.00

4

Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

700.00

Per 100 stick

100.00 100.00 700.00 700.00


Per 100 stick 76.50 76.50 535.50 535.50




277 Per plant 7.40 7.40

2049.80

2049.80

9Cost of Plant including transportation (7+2=9)

277 Per plant 0.00 9.000.00

2493.00


277 Per plant 2.40 2.40664.80

664.80


2493 Per plant 1.20 1.202991.60

2991.60


277 Per Kg 0.50 2.00138.50

554.00


277 Per plant 0.50 1.00138.50

277.00


Total 27170.20 31664.0827170 31664


271705444

32614Total AmMeterial Am

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Labour Am


Rate Amount

Nimbu

Total plant 277 No W/SThor fencing 100 Rmt/Ha C/C 6mx6mThor Danda 700 per ha



140.23 cum 99 99.0013882.89 13882.89


100 Rmt. 1.00 1.00100.00

100.00

3Supply and cutting of 80 cm thor sticks. ( 7 Danda /-Rmt) 700.00

Per 100 stick 74.30 174.00 520.10 1218.00

4

Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

700.00

Per 100 stick

100.00 100.00 700.00 700.00


Per 100 stick 76.50 76.50 535.50 535.50




277 Per plant 7.40 7.402049.80

2049.80


277 Per plant 0.00 8.000.00

2216.00


277 Per plant 2.40 2.40664.80

664.80


2493 Per plant 1.20 1.202991.60

2991.60


277 Per Kg 0.50 2.00138.50

554.00


277 Per plant 0.50 1.00138.50

277.00

Total 22641.83 26109.73

14 Gap filling 20% 4528.367 5221.95Total 27170.20 31331.68

27170 31332


271705101

32272Total AmMeterial Am

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Labour Am


Rate Amount

BER

W/SName of work:-No of plants:- 150 Spacing 0.6

S.no. Item Quantity Unit Lc Total Lc Total

Aloevera plantation1 Cost of Aloevera Plant Including

Transporting,Loading & unloading.(3.75+0.94+0.297+0.3715=5.36)

150 Per Plant 0 5.36 0.00 804.00

2 Plantation work of plant 150X0.6=90Rmt

90 Per Rmt 9.97 9.97 897.30 897.30

Total 897.30 1701.30Add. 0.03% Contengency charge 51

Total Amount 1752

897855

1752 Per HaTotal Am

MODEL ESTIMATE OF ALOVERA PLANTATION

Aloevera plantation

Rate Amount

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5



Prodection W/SName of work:-No of plants:- 150 Spacing 2 m

S.no.

Item Quantity Unit Lc Total Lc Total

1 E/w Excavation for pit in hard soilin top of bund + 10% extra fordifferent position

150 No 7.48 7.48 1122.00 1122.00

2 Cost of Karonda Plant Including Transporting,Loading & unloading. (6+2=8)

150 Per Plant 0 8.00 0.00 1200.00

3 Plantation work of plant 150 Per Plant 7.4 7.40 1110.00 1110.00

4 Watering Charges (three year) 3x5=15Nox150=2250 Nox15=33750

A Cost of water including Transporting

33750 4000 Per Litre

0 450.00 0.00 3796.88

B Watering charges (150X3X5=2250) 2250 Per Plant 1.85 1.85 4162.50 4162.50

5 Treatment of pit

A Cost of FYM 150 Per Plant 0 2.00 0.00 300.00

B Cost of Clorophyropas 150 Per Plant 0 0.50 0.00 75.00

C Cost of Clorophyropas 2ml per plant

0.30 Per Litre 0 350.00 0.00 105.00

D Labour charge for treatment (0.41+0.20=0.61)

150 Per Plant 0.82 0.82 123.00 123.00

6 Weeding & Hoeing of plant in three year 2x3=6No x150 =900

900 Per Plant 1.2 1.20 1080.00 1080.00

Total 7597.50 13074.38

7 Gap filling 20% 1519.50 2614.88

Total 9117.00 15689.25

8 Cost of Aloevera Plant Including Transporting,Loading & unloading.

150 Per Plant 0 5.36 0.00 804.00

9 Plantation work of plant (1 m X 1m) 150 Per Rmt 9.97 9.97 1495.50 1495.50

Total 1495.50 2299.50Grand Total 10612.5 17988.75

Say Rs 10613 17989Add. 0.03% Contengency charge 540

Total Amount 18528

106137916

18528 Per HaTotal Am

MODEL ESTIMATE OF AGRO FORESTY

Karonda fencing

Rate Amount

Karonda Fencing

Aloevera plantation



ACross section of bund- 0.64 Sqm

Top Width

0.4

B Length - 100 RmtBottom Width

2.15

Height 0.5S.no. Item Quantity Unit Labour

Rate Total Rate

Labour Amount

Total Amount

1 Dug belling work up to 5-7 cm depth 4x100=400m

400 Rm 0.88 0.88 352.00 352.00

2 Earth work in hard soil for constructionof bund including ramming compactionand dressing up to the lead of 50m andlift 1.5 m 0.64x100=64 cum

64 Cum 90.00 90.00 5760.00 5760.00

Total 6112.00 6112.002618.99 2618.99

;ksx;ksx;ksx;ksx 8731 8730.99

tksMs+ 3 % ikuh okyk + vk;k 261.93 261.93




SAY 9200

8990

210

9200Say am 9200

Per Rmt 92/-Avarage length per Rm/Ha =120.00 Rm 11000/-

0.4

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

MODEL ESTIMATE OF ARABLE LAND

Per Ha Cost

Je Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk

ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa

dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx

MNREGS Scheme


1.5:

10.50

2:1

. 0.4

. 0.42.15

1.6

1-

2- ;kstuk dk uke&

Je dqy Je ;ksx

1

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZdjuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk][kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyhLFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks50 ehVj dh nwjh rd fuLrkj.k djukA

A- l[r] fpduh] dadj feêh esa 80 izfr- vkSlr 1 100 400 250 1.6 400 ?ku eh- 84.00 84.00 33600.00 33600.00

B- fo?kfVr pV~Vku @eqjZe 20 izfr- vkSlr 1 100 400 250 0.4 100 ?ku eh- 132.00 132.00 13200.00 13200.00

2 vfrfjDr fy¶V dk dk;Z 1 100 156.25 128.125 0.5 64.06 l[;k 11.00 11.00 704.69 704.69

3 vfrfjDr yhM dk dk;Z 1 100 400 250 1 250 l[;k 33.25 33.25 8312.50 8312.50Total 55817.19 55817.19

23917.665 23917.66

;ksx 79735 79734.85


;ksx 82127 82126.90


83769

SAY 83800

82130

1670

83800

iSans dh pkSM+kbZ 10 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj


Øa-la- la0iSnsa dk {ks=Qy

dk;Z dk fooj.k

MNREGS SCHEME

Åij dk

{ks=Qy

vkSlr {ks=Qy

bdkbZnj


dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z

TotalJe Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk



xgjkbZ

ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa

jkf'kek=k

Name of Village :- Name of Panchayat :-

Name of Work :- Pasture Land Development (NRM)

1.00 Ha. Area for trenching, Size of trench 0.45 mt. Depth 0.45 mt. Width33.3 Mt. Contour to contour intervals 0.2025 Sqm cross section area of trench

80 MM / Hr. Rainfall intensity of area 0.002

296 Mt. trenching length required in one hectare of landSay CCT/ha. 300.0060 Rmt. Length of Ditch cum bund fencing per ha.

278 Plants to be planted in one hectare Say 300 36.001.20 Mt. Depth of cattle protection trench, Top width 1.5 Bottom width 0.9

1.44 Sqm cross section area of DCB 60.00S.no Particular Unit Quantity Labour

RateTotal Rate

Labour Cost Total Amount

(A) Ditch cum bund1 Dug belling work up to 5 to 7 cm depth. (4X60=240) Rmt. 240 1.00 1.00 240 240.002 Excavation of Ditch cum bund fencing Cum 86.43 Hard Soil 40% (60X1.44X0.4=34.56) Cum 34.56 91 91 3144.96 3144.964 Ordinary Murram 30% (60X1.44X0.3=25.92) Cum 25.92 99 99 2566.08 2566.085 Disintric Rock 30% (60X1.44X0.3=25.92) Cum 25.92 134 134 3473.28 3473.28

(B) Thor fencing work6 Excavation for thor fencing size 0.15x0.15x60 m Cum 1.35 91 91 122.85 122.85

(C) Counter Trench7 Layout ( by A-farm or dumpy level) for contouring. Rmt. 300 0.31 0.31 93 93.00

8Dug belling work up to 5 to 7 cm depth for contouring.(2X300=600) Rmt. 600 1.00 1.00 600 600.00

40%

Contour trench Excavation in 40 % Hard soil fortrenching. (1X300X0.2025X0.40=24.30) Cum 24.3 91 91.00 2211.3 2211.30

60%

Contour trench Excavation in 60 % Ordinary Murramfor trenching. (1X300X0.2025X0.60=36.45) Cum 36.45 99 99.00 3608.55 3608.55

(D) Pits Work40% Pit digging in hard soil of size 45x45x45 Cm. Per pit 120 7.48 7.48 897.6 897.6060% Pit digging in moorm soil of size 45x45x45 Cm. Per pit 180 14.74 14.74 2653.2 2653.20

9Ring making of 1.0 Mt. Radius & 30 Cm. width X 20Cm. Depth. Per plant 300 2.40 2.40 720 720.00Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.20,331 Rs.20,331

Total Amount Rs.20,331 20331

MNREGS

Rmt. Length of Ditch cum bund fencing per ha.Total C P T

Panchayat samity-Revder, District - Sirohi, State - Rajasthan,

Costing & Quantity Estimation of Pasture Land Development


Name of Village :- Name of Panchayat :-

Name of Work :- Pasture Land Development

1 Ha. Area for P.D, 60 Rmt. Length of Ditch cum bund fencing per ha.

277.8 Plants to be planted in one hectare Say 300 36.00


Total Rate

Labour Cost

Total Amount

(A) Thor fencing work1 Supply and cutting of 80 cm thor sticks. (7N0 Danda /-

Ha)Per 100 stick 420 74.3 174 312.06 730.80

2 Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

Per 100 stick 420 100 100 420 420.00

3 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 420 76.5 76.5 321.3 321.30

4 Planting of Thor sticks. Rmt. 60 6.93 6.93 415.8 415.80(B) Plantation work

5 Treatment of pit by FYM & Endosulphane (25gm per pit) Per pit 300 0.82 0.82 246 246.00

6 Cost of Endosulphane (As per market Rate) Per Kg 7.50 0.00 32.00 0 240.007 Cost of cloropairyphose As per market Rate.3x0.6=1.8 lit Per litre 1.80 0.00 350.00 0 630.008 Cost of saplings Per plant 300 0 3.00 0 900.00

9 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1435.00 58.8 430.50

10 Planting of plant with Rehandling work 100m distance,mixing of soil with FYM,Endosalphane & filling of pit.cuttingof polythine bag & planting with doing compact soil.

Per pit 300 7.40 7.40 2220 2220.00

11 Planting of Aloevera plant on top of contour trench 0.60mspacing with complete work.600x0.6=360 Rmt

Per Rmt 360 9.97 9.97 3589.2 3589.20

12 Cost of Aloevera including transport 10 Km + LoadingUnloading + Rehandling50%(3.75+0.94+0.297+0.3715=5.36)

Per plant 600 0 5.36 0 3216.00

14 Watering to the plant with 15 liters per plant for first yearthree times,second year five times & third year five timeswith mixing cloropairyphose.(2ml per pit) (300X13=3900)

Per plant 3900 1.85 1.85 7215 7215.00

6 x 6 mt. Spacing

Panchayat samity-Revder, District - Sirohi, State - Rajasthan,

(Production)Costing & Quantity Estimation of Pasture Land Development

MNREGS

15 Transportation Cost of water up to 5 kmdistance.(300X13X15=58500)

Per 4000 Litre 58500.00 0 450.00 0 6581.25

16 Weeding & Hoeing (300X2X3=1800) Per plant 1800 1.20 1.20 2160 2160.0017 Ploughing by tractor cultivator and grass seed broadcasting

(seed rate 6 to 8 kgs/ha) cost of seed not includedHa. 0.80 284.00 922.00 227.2 737.60

18 Grass seed As per forest BSR 2004-2005 page no-12.

100% Dhaman Kg. 12 0 50.00 0 600.00

19 Making pallets of mixture of fine soil, grass seed, manureetc (seed rate 6 to 8 kgs/ha) cost of seed not included

Kg. 12.00 18.90 18.90 226.8 226.80

20 Sowing of grass seed pallets on bunds in two rows. Rmt. 720 0.59 0.59 424.8 424.8021 Sowing of tree seed on ridges. Rmt. 300.00 0.59 0.59 177 177.0022 Sowing of tree seed on bund (Desi Babool,neem &

jetropha). Rmt. 180 0.59 0.59 106.2 106.20

23 Tree seed As per forest BSR 2004-2005 page no-12.Deshibabool Kg. 0.40 0.00 18.00 0 7.20

Kher Kg. 0.40 0.00 19.00 0 7.60Neem Kg. 0.40 0.00 39.00 0 15.60

Kumath Kg. 0.40 0.00 33.00 0 13.2024 One man chokidar for three year (within 25 Ha) No 43.80 135.00 135.00 5913 5913.0025 Gap filling in Second year (20%) 3097.8 4788.39

Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.42,333 Rs.27,131 Rs.42,333

Grand Total Total Rs.27,131 42333.24


Material Cost/ Ha 27131

1162642333 27131 15202 15202

116355122

110256224

TotalContengency 2%

Grand Total

Labour costAdd.30% reductionMeterialAdd.3% water,Aaya

Name of Work :- Continious contour trench Jal Grahan Vikash Samiti

Total Area in Ha 1

Labour Total Labour Total

1Marking of contour line through dumpy level

300 Rmt 0.24 0.27 72.00 81.00

2Dug belling work for CCT up to 5-7 cm depth (As per BSR2012 (2X300=600)

600 Rmt 0.88 0.88 528.00 528.00

Quantity of E/W (300Rmt X 0.2025=60.75 cum)

60.75 Cum

3Excavation of hard soil for CCTas per BSR201 40%

24.3 Cum 74.00 74.00 1798.20 1798.20

4Excavation of murram for CCTas per BSR2012 60%

36.45 Cum 90.00 90.00 3280.50 3280.50

5Sowing of local grass seed on bunds As per BSR2012 (3X300=900)

900 Rmt 0.52 0.52 468.00 468.00

6 Grass seed 0.00 0.00

A Spreeding of Grass seed 1 Ha 141 141 141.00 141.00

B Making of pallets 12 Kg 16.3 16.8 195.60 201.60

C Dhaman 12 Kg 0 50 0.00 600.00

Total cost for CCT 6483.30 7098.30

2778.094 2778.09






SAY 10400

9540

860

10400dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx

Total length of CCT per ha =300 Rm/ha

CX= 0.2025 Cum

RateS.no.

Item Quantity Unit


SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5

ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa

Amount


Costing & Quantity Estimation of Contour trench

;kstuk & jk-xzk-jks-xk-;ks-;kstuk & jk-xzk-jks-xk-;ks-;kstuk & jk-xzk-jks-xk-;ks-;kstuk & jk-xzk-jks-xk-;ks-

OPEN LAND CONTOUR TRENCH

O;olk;

1 izf'k{k.k O;oLFkk¼5 izf'k{k.kkFkhZ ½

1 ekLVj Vzsuj 250@& fnu 15 fnol gsrq

2 fuekZ.k lkekxzh tks izf'k{k.k ds nkSjku mi;ksx gksxh

3 vkokl ,oa Hkkstu O;oLFkk 100@& izfr O;fDr

2 LFkkbZ ykxr

1 Vwy fdV 2000@& izfr O;fDr

;kstuk dh dqy ykxr


5000.00

7500.00

dkjhxj izf'k{k.kdkjhxj izf'k{k.kdkjhxj izf'k{k.kdkjhxj izf'k{k.k

izLrkouk

;g izf'k{k.k mlh LFkku ij fn;k tk;sxk tgka ij fuekZ.k dk;Z py jgk gSA rkfd

fuekZ.k lkekxzh dh vyx ls O;oLFkk ugh djuh iM+s rFkk izf'k{k.k es mi;ksx es yh

tk jgh lkekxzh dks fuekZ.k dk;Z es mi;ksx es fy;k tk lds rFkk lkekxzh dk

viO;; U;wu gksA

njsa vk;qDr tutkfr {ks=h; fodkl foHkkx }kjk vuqeksfnrA

cktkj laHkkoukxzkeh.k {ks= esa fuekZ.k dk;Z vkokl]lM+d]rkykc],uhdV bR;kfn fujUrj curs jgrs gSA

rFkk ekax cuh jgrh gSA

foRrh; igyw

3750.00

10000.00

26250.00

O;olk;

cktkj laHkkouk

v&izf'k{k.k O;oLFkk¼5 izf'k{k.kkFkhZ ½

1 vkokl@Hkksatu O;oLFkk #- 100@& izfr O;fDr 15000.00

2 ekLVj Vzsuj 300@& izfr fnol 9000.00

3 jkW esVsfj;y 500@&izfr O;fDr 2500.00

3 fdjk;k jkf'k 100@&#- izfr O;fDr 500.00

27000.00

c&LFkkbZ ykxr

1 isM+y okyh flykbZ e'khu #- 4000@& 20000.00

2 vU; lkekxzh dsph]Qhrk]cksDl #- 1000@izfr lsV 5000.00

3 Vscy ,oa LVwy 500@& #- izfr O;fDr 2500.00

4 diM+k 2000@& izfr O;fDr 10000.00

5 bysDV~zhd izsl 500@& #- izfr O;fDr 2500.00

40000.00

O;olk;

izLrkouk

izf'k{k.k vko';drk

1 vkokl@Hkksatu O;oLFkk #- 100@& izfr o;fDr 3000.00

2 ekLVj Vzsuj 300@& izfr fnol 3000.00

3 jkW esVsfj;y 1000.00

7000.00

1 Vwy fdV 2000@&izfr lsV 6000.00

2 18000.00

3 dk;Z 'khy iwath o vU; O;; 3000.00

27000.00


foRrh; igyw

v&izf'k{k.k O;;¼3izf'k{k.kkFkhZ½

c&LFkkbZ ykxr

fdjk;s gsrq lkbfdy 3 uax izfr O;fDr ¼9lkbfdy½

dqy ykxr 34000.00

TOTAL

TOTAL


;kstuk dh dqy ykxr 67000.00

lkbfdy fdjk;k ,oa ejEerlkbfdy fdjk;k ,oa ejEerlkbfdy fdjk;k ,oa ejEerlkbfdy fdjk;k ,oa ejEer

flykbZ izf'k{k.kflykbZ izf'k{k.kflykbZ izf'k{k.kflykbZ izf'k{k.k

izLrkouk

foRrh; igyw

xzkeh.k {ks= esa lkbfdy cgqr mi;ksx esa yh tkrh gSa vr% LFkkuh; Lrj ij ejEer dh lqfo/kk vko';d gSA

10 fnol dk izf'k{k.k vko';d gSA

xzkeh.k {ks= esa bl O;olk; dh vko';drk jgrh gSA gl gsrq efgykvksa dks

izkFkfedrk nh tkuk mfpr gSA

TOTAL

TOTAL

fujUrj vko';drk jgrh gS¼U;wure 30fnol dk izf'k{k.k vko';d gSA½

elkyk m/kksx

bdkbZ ykxr¼oS;fDrd½

bdkbZ ykxr dk foLr`r fooj.k

1Hkwfe ,oa Hkou ¼fdjk;s ij½15oxZehVj {ks=Qy ¼doZM+½ rFkk yxHkx 20 oxZehVj [kqyh txg

2e'khu ,oa midj.kuax nj ykxr

1 1%10 iYosjkbZtj 5gklZikoj 960 vkj-ih-,e- dh eksVj 1 27500.00 27500.00

lfgr iV~Vs dh pj[kh]vk/kkj ds oksYV~l <s+ bR;kfn

2 10fdyksxzke {kerk dk rjktq]ckVW lfgr 1 1500.00 1500.00

3 NkUus dh e'khu yksdy esM+ 1 600.00 600.00

4 gkWV flfyxa vk;ju 1 650.00 650.00

5 fo/kqrhdj.k [kpZ 1000.00

6 dk;kZy; QuhZpj ,oa midj.k [kpZ 1000.00

32250.00

3 vkorhZ [kpZ ¼izfrekg½

1 deZpkjh ,oa Jfed

v- i;Zos{kd

c- dq'ky dkjhxj

l- vdq'ky dkjhxj

2

v- 20 fd-xzk- 380 7600.00

c- 300.00

7900.00

3

v- fdjk;k ¼Hkwfe ,oa Hkou½

c- LVs'kujh ,oa izpkj&izlkj 200.00

l- ejEer ,oa j[k&j[kko 100.00

n- ifjogu O;; 200.00

;- fctyh 800.00

1300.00

4 dk;Z'khy iqath ¼izfrekg½1 7900.00

2 1300.00

9200.00

4 dqy iqath fuos'kv- LFkkbZ iqath 33000.00

c- dk;Z'khy iqath ¼izfrekg½ 9200.00

42200.00

uksV %& 1

2

iSafdx esVsfj;y;ksx;ksx;ksx;ksx

ykHkkFkhZ Loa; jgsxk



yky fepZ ¼lq[kh½ gYnh]/kfu;k


dPpk eky

dz-l-a 1ls 6 rd of.kZr e'khu ,oa midj.k 5 O;fDr;ksa ds lewg rd ,d gh iznkufd;k tk;sxkA

vU; [kpZ

;ksx;ksx;ksx;ksx

dPpk eky ¼izfrekg½

efgyk Loa; lgk;rk lewg ;kstukefgyk Loa; lgk;rk lewg ;kstukefgyk Loa; lgk;rk lewg ;kstukefgyk Loa; lgk;rk lewg ;kstuk

lkekxzhlkekxzhlkekxzhlkekxzh

;ksx;ksx;ksx;ksx


vU; [kpZ;ksx;ksx;ksx;ksx

;ksx;ksx;ksx;ksxizf'k{k.k dh vko';drk ugh gSaA

v-

c-

1

2

3

l- dk;kZy; midj.k vkfn

n- dqy vukorhZ O;;

;- vkorhZ O;;

1 Jfed

2 dPpk eky

3

1 vukorhZ O;;

2 vkorhZ O;; ¼80 fnu gsrq½

efgyk Lo; lgk;rk lewg ;kstuk ¼jkf'k #i;ks esa½

xzkeh.k dqEgkjh m/kksx

bdkbZ ykxr ¼oS;fDrd½ 22000.00

bdkbZ ykxr dk foLr`r fooj.k

400.00


foRrh; igyw

Hkwfe ,oa Hkou Loa; dk

e'khujh ,oa midj.k

HkV~Vh 1 5000.00


10000.00

12000.00



;ksx;ksx;ksx;ksx

eksVj jkbZ.M+ pkd 1 4600.00

VwyfdV ,oa vU; O;;

?kj ds lg;ksx djsxsA

39000.00

vU; O;; ¼fdjk;k]fo/kqr]ty];k=k ,oa 1000.00

ifj;kstuk ykxr

izf'k{k.k%& izf'k{k.k dh vko';drk ugh gSA

40000.00ifjogu]iksLVst ,oa vU; O;;

¼jkf'k #i;ks esa½

22000.00

400.00

10000.00

Loa; dk

5000.00

10000.00

12000.00

22000.00

4600.00

?kj ds lg;ksx djsxsA

39000.00

1000.00

40000.00

Name of work:-No of plants:- 150 Spacing 2.0 m

S. No. Item Quantity Unit Lc Total Lc Total

Aloevera plantation

1Cost of Aloevera Plant Including Transporting,Loading & unloading.

150 Per Plant 0 4.83 0.00 724.50

2Plantation work of plant 150X0.6=90Rmt

90 Per Rmt 7.985 8.82 718.65 793.80

Total 718.65 1518.30307.942 307.94






SAY 1900

ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr Je en esa 1060

ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa 840

1900

SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


MODEL ESTIMATE OF ALOVERA PLANTATION

Rate Amount

Aloevera plantation



MNREGSName of work:-No of plants:- 150 Spacing 2mx2m

S.no.

Item Quantity Unit Lc Total Lc TotalKaronda Fencing

1E/w Excavation for pit in hard soil intop of bund + 10% extra for differentposition

150 No 6.6 6.6 990.00 990.00

2Cost of Karonda Plant Including Transporting,Loading & unloading. (6+2=8)

150 Per Plant 0 8.00 0.00 1200.00

3 Plantation work of plant 150 Per Plant 6.5 6.50 975.00 975.00

4Watering Charges (three year) 3x5=15Nox150=2250 Nox15=33750

A Cost of water including Transporting 337504000 Per

Litre0 450.00 0.00 3796.88

B Watering charges (150X15=2250) 2250 Per Plant 1.55 1.55 3487.50 3487.50

5 Treatment of pit

A Cost of FYM 150 Per Plant 0 1.00 0.00 150.00

B Cost of Clorophyropas 150 Per Plant 0 0.50 0.00 75.00

C Cost of Clorophyropas 2ml per plant 0.30 Per Litre 0 350.00 0.00 105.00

DLabour charge for treatment (0.49+0.24=0.73)

150 Per Plant 0.73 0.73 109.50 109.50

6Weeding & Hoeing of plant in three year 2x3=6No x150 =900

900 Per Plant 1.1 1.10 990.00 990.00

Total 6552.00 11878.88

7 Gap filling 20% 1310.40 2375.78

Total 7862.40 14254.65

Aloevera plantation

8Cost of Aloevera Plant Including Transporting,Loading & unloading.

150 Per Plant 0 4.83 0.00 724.50

9Plantation work of plant 1 mX1 m spacing

150 Per Rmt 7.985 8.82 1197.75 1323.00

Total 1197.75 2047.50Grand Total 9060.15 16302.15

3882.274 3882.27

;ksx;ksx;ksx;ksx 12942 20184.42


;ksx;ksx;ksx;ksx 13331 20572.70



SAY 20980

ykxr Je en esa ykxr Je en esa ykxr Je en esa ykxr Je en esa 13331

ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa ykxr lkexzh en esa 7649

20980




MODEL ESTIMATE OF AGRO FORESTY

Karonda fencing

Rate Amount

Total plant 277 No C/C 6mx6mThor fencing 100 Rmt/Ha MNREGAThor Danda 700 per ha



100 Rmt. 0.88 0.88 88.00 88.00

2Supply and cutting of 80 cm thor sticks. ( 7 Danda /-Rmt)

700.00Per 100

stick65.50 165.00 458.50 1155.00

3Excavation of earth work for thor

fencing pit size 0.15x0.15m2.25 cum 90.00 90.00 202.50 202.50

4Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading.

700.00Per 100

stick25.30 96.50 177.10 675.50

5Rehandling work of thor sticks up to 200 to 500mt distance.

700.00Per 100

stick65.50 67.40 458.50 471.80

6Planting work of Thor sticks in 15 cm distance.

100.00 Rmt. 6.93 6.93 693.00 693.00

7Excavation of earth work in hard soil for digging of pits, 0.75 x0.75

x0.90 = 0.5062cum140.23 cum 90.00 90.00 12620.8 12620.8



277 Per plant 6.50 6.50 1800.50 1800.50


277 Per plant 0.00 8.00 0.00 2216.00


277 Per plant 2.10 2.10 581.70 581.70


2493 Per plant 1.10 1.10 2742.30 2742.30


277 Per Kg 0.50 2.00 138.50 554.00


277 Per plant 0.50 1.00 138.50 277.00

Total 20302.12 24280.32

15 Gap filling 20% 4060.4245 4856.06

Total 24362.55 29136.3910439.35 10439.35

;ksx;ksx;ksx;ksx 34802 39575.74


;ksx;ksx;ksx;ksx 35846 40619.80



SAY 41500

35846

5654

41500


SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Ber Plantation Production



Rate Amount





100 Rmt. 0.88 0.88 88.00 88.00


700.00Per 100

stick65.50 165.00 458.50 1155.00




700.00Per 100

stick25.30 96.50 177.10 675.50


700.00Per 100

stick65.50 67.40 458.50 471.80


100.00 Rmt. 6.93 6.93 693.00 693.00


x0.90 = 0.5062cum202.50 cum 90.00 90.00 18225.0 18225.0



400 Per plant 6.50 6.50 2600.00 2600.00


400 Per plant 0.00 18.00 0.00 7200.00


400 Per plant 2.10 2.10 840.00 840.00


3600 Per plant 1.10 1.10 3960.00 3960.00


400 Per Kg 0.50 2.00 200.00 800.00


400 Per plant 0.50 1.00 200.00 400.00

Total 28394.60 37602.80

15 Gap filling 20% 5678.92 7520.56

Total 34073.52 45123.3614600.50 14600.50

;ksx;ksx;ksx;ksx 48674 59723.86


;ksx;ksx;ksx;ksx 50134 61184.08



SAY 62500

50134

12366

62500


SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Mango Plantation Production



Rate Amount





100 Rmt. 0.88 0.88 88.00 88.00


700.00Per 100

stick65.50 165.00 458.50 1155.00




700.00Per 100

stick25.30 96.50 177.10 675.50


700.00Per 100

stick65.50 67.40 458.50 471.80


100.00 Rmt. 6.93 6.93 693.00 693.00


x0.90 = 0.5062cum140.23 cum 90.00 90.00 12620.8 12620.8



277 Per plant 6.50 6.50 1800.50 1800.50


277 Per plant 0.00 9.00 0.00 2493.00


277 Per plant 2.10 2.10 581.70 581.70


2493 Per plant 1.10 1.10 2742.30 2742.30


277 Per Kg 0.50 2.00 138.50 554.00


277 Per plant 0.50 1.00 138.50 277.00

Total 20302.12 24557.32

15 Gap filling 20% 4060.4245 4911.46

Total 24362.55 29468.7910439.35 10439.35

;ksx;ksx;ksx;ksx 34802 39908.14


;ksx;ksx;ksx;ksx 35846 40952.20



SAY 41800

35846

5954

41800


SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Neebu Plantation Production



Rate Amount





100 Rmt. 0.88 0.88 88.00 88.00


700.00Per 100

stick65.50 165.00 458.50 1155.00




700.00Per 100

stick25.30 96.50 177.10 675.50


700.00Per 100

stick65.50 67.40 458.50 471.80


100.00 Rmt. 6.93 6.93 693.00 693.00


x0.90 = 0.5062cum202.50 cum 90.00 90.00 18225.0 18225.0



400 Per plant 6.50 6.50 2600.00 2600.00


400 Per plant 0.00 21.00 0.00 8400.00


400 Per plant 2.10 2.10 840.00 840.00


3600 Per plant 1.10 1.10 3960.00 3960.00


400 Per Kg 0.50 2.00 200.00 800.00


400 Per plant 0.50 1.00 200.00 400.00

Total 28394.60 38802.80

15 Gap filling 20% 5678.92 7760.56

Total 34073.52 46563.3614600.50 14600.50

;ksx;ksx;ksx;ksx 48674 61163.86


;ksx;ksx;ksx;ksx 50134 62624.08



SAY 63900

50134

13766

63900


SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5


Aawla Plantation Production



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Date post:	11-Jan-2022
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