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CERTIFICATE
Certified that the undersigned have proposed the appropriate and need based activities
required in the watershed project area with active participation of beneficiaries along with
consultation of Watershed Committees (WCs). Approval of watershed project plan and DPR, s as
been obtained from WC, Gram Sabha. The plan and DPR document of IWMP XVII project, at P.S.
Banera District Bhilwara is technically sound, viable and appropriate for implementation during the
period 2011-12 to 2017-18.
We recommend that this plan be sanctioned and put to implementation.
Signature Signature Signature Signature Signature Signature
Chairman/ Secretary
WC WDT members Junior
Engineer
P.S. Banera
Assistant
Engineer & PIA
P.S. Banera
Project
Manager,WCDC
Distt. Bhilwara
1 Smt. Rekha Vyas 2 Sh. Kailash Kumawat 3 Sh. Satya Narayan Jat
2
GOVERNMENT OF RAJASTHAN RURAL DEVELOPMENT & PANCHAYATI RAJ DEPARTMENT
(WATERSHED DEVELOPMENT & SOIL CONSERVATION)
NAME OF PROJECT : IWMP XVII
EFFECTIVE AREA OF PROJECT : 5578 Ha
COST /HA : 12000/-
COST OF PROJECT : 669. 36 Lacks
BLOCK : BANERA
DISTRICT : BHILWARA
PIA
ASSISTANT ENGINEER
W.D. & S.C., P.S. – BANERA
PROJECT MANAGER,
WCDC W.D. & S.C.,
DISTRICT - BHILWARA
3
Detail of Project 1. Name of Project : IWMP XVII
2. Sanction No. & date of Project : F.18 (I-51) WDSC/ IWMP/ 2011-12/ 4800-5087/ 5-8-12
3. Macro & Micro Nos : 1/ 1,2,3,4,5,6
4. Deviation from Project Sanctioned :
Items As per Project Sanctioned As proposed in DPR
Project Name No. Of Gram Panchyat No. of Village No. Of Gram Panchyat No. of Village
IWMP XVII 4 7 4 6
Items As per Project Sanctioned As proposed in DPR Project Area 6078 Ha 5578 Ha Macro/Micro No 1/ 1,2,3,4,5,6 1/ 1,2,3,4,5,6
Name of Gram Panchayats Dabla, Gharta, Kundiya Kalan, Kasoriya,
Dabla, Gharta, Kundiya Kalan, Kasoriya,
Name of Villages Dabla, Gharta, Kundiya Khurd, Kundiya Kalan, Jasoriya,, Kasoriya, Vijaypur
Dabla, Gharta, Kundiya Kalan, Jasoriya, Kasoriya, Vijaypur
Project Cost (Rs in Lakhs) 729.36 Lacks 669. 36 Lacks
4
DPR TEMPLATE Index
S.No Topics Page no.
1 Chapter
1 Location 6
2 General Features of watershed (Cost and Area details) 6
3 Climatic and Hydrological information 7
4 Other Development Schemes in the project area 9
5 Details of infrastructure in the project areas 10
6 Institutional arrangements (WCDC, PIA, WDT, WC) 11
2 Chapter Basic Data, Analysis and Scope
7 1.1 Demography Details 16
8 1.2 Development Indicators 22
9 1.3 Land use 22
10 1.4 Agriculture status and Productivity Gap Analysis 24
11 1.5 Horticulture/Vegetable/Floriculture status 26
12 1.6 Land holding pattern 27
13 1.7 Livestock status With Per Capita Production 28
14 1.8 Fodder status 28
15 1.9 Farm Implements 29
16 1.10 NREGS Status 29
17 1.11 Migration details 30
18 1.12 Livelihood Details. 30
19 1.13 Existing SHG 31
20 1.14 Ground Water details 31
21 1.15 Drinking Water Status 32
22 1.16 Water use efficiency 32
23 1.17 Slope details 32
24 1.18 Water Budgeting 33
25 1.19 Soil Details 34
26 1.20 Soil erosion status 34
3 Chapter Proposed Development Plan 35
4 Chapter Activity wise Total Abstract of cost 48
5 Chapter Annual Action Plan 50
5
27 1.21 Project fund
28 1.22 Convergence Plan
6 Chapter Project outcomes 53
7 Technical designs and estimates for proposed activities 55
8 Enclosures 56
29 8 .1 Maps
30 8.2 Documents of Agreements:
31 Proceedings of gram sabha for EPA approval
32 Proceedings of gram sabha Resolution for committee constitution
33 Documents related to PRA exercise
34 Proceedings of gram sabha for DPR approval
35 Proceedings of Panchayat Samiti General body for DPR approval
36 Proceedings of Zila Parishad Standing Committee for DPR approval
6
CHAPTER – I
INTRODUCTION
Location.
IWMP-XVII Banera Project is located in Banera Block, of Bhilwara district. The project area is
between the latitudes 74035’0”E to 74055’0” E and 25025’0” N to 25045’0”N longitudes. It is at a
distance of 45 km from its Block head quarters and 67 Kms from the district head quarters. There
are 6 no. of habitations in the Project area and other details are given below.
General features of watershed
Macro/micro Name of Gram
Panchayat
Name of
Villages
Covered
Census code of
villages
Total Area Of
Village
Area in
W/S
1/2, 1/3, 1/4,
1/5, 1/6
Dabla Dabla 02824900 2202 1407
Total 2202 1407 1/5 Gharta Gharta 02825000 1274 667
Total 1274 667 1/1 Kundiya Kalan Kundiya Kalan 02825800 3130 220
Total 3130 220 1/1, 1/2, 1/3 Kasoriya Jasoriya 02824800 1407 1407 1/1, 1/2, 1/3 Kasoriya 02824700 1383 1383
1/1, Vijaypur 02824600 494 494 Total 3284 3284
Total Area 9890 5578
S.No. Name of Project(as per GOI) IWMP-XVII
(a) Name of Catchment Banas (b) Name of watershed area(local name) IWMP-XVII © Project Area 6078 Ha (d) Net treatable Area 5578 Ha e) Cost of Project 669. 36 Lacks f) Cost/hectare 12000/- g) Year of Sanction 2011-12 h) Watershed Code 070901 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) 395-406m
m) Major streams 13.50 km n) Slope range (%) 0-3%
7
The watershed falls in Agro climatic Zone IV. The soil texture is Loamy. The average rainfall is
61.3 cm. The temperatures in the area are in the range between 25-45 centigrade during summer
and 4-17 centigrade during winter. The major crops in the area are Maize, Urad, Moonge, Wheat,
Gram and Mustard. 70.5% land is under cultivation 0.02% land fallow, 29.47% land is wasteland.
17.69% land is irrigated through well & tube well.
611 No of households are BPL (31.36% households) 526 are landless households (27%
households) and 1229 household are small and marginal farmers (63.09%household). Average
land holding in the area is 2.01 ha. 52.83% area is single cropped area and 17.69% is double
cropped. The main source of irrigation is Well & Tube Well. The average annual rainfall (10 years)
in the area is 613 mm. The Major streams in the Watershed are 13.50 km. The major festivals in
the village are Dashera, Deepawali & Holi. At present those villages of project area is having
6317 population with Communities like SC, ST, Khati, Lohar, Choudary and Other. 1. Climatic and Hydrological information
Year Average Annual Rainfall(mm) 1 2003 448 2 2004 966 3 2005 414 4 2006 901 5 2007 487 6 2008 512 7 2009 226 8 2010 806 9 2011 681 10 2012 687
Total 6128 Av. = 613 mm
8
2. Average Monthly rainfall (last ten years)
Year JUNE JULY AUG SEPT 1 2001 40.00 180.00 140.00 70.00 2 2002 36.00 140.00 95.00 45.00
3 2003 22.00 110.00 90.00 65.00
4 2004 23.00 162.00 256.00 34.00 5 2005 34.00 196.00 57.00 203.00
6 2006 39.00 118.00 254.00 28.00
7 2007 97.00 192.00 79.00 45.00 8 2008 95.00 158.00 83.00 54.00
9 2009 19.00 204.00 147.00 0.00
10 2010 1.00 101.00 115.00 99.00
i) 15 minute duration 36
ii) 30 minute duration 64
iii) 60 minute duration 81
3. Temperature (Degree C)
Season Max Min i) Summer Season 45 25
ii) Winter Season 17 4
iii) Rainy Season 38 17
4. Potential Evaporation Transpiration (PET) (mm/day)
Season PET
i) Summer 15
ii) Winter 5
iii) Rainy 8
5. Runoff
i) Peak Rate (cum/hr) 1784960 cum/hr
ii) Total run off volume of rainy season (ha.m.)
5 years 10 years In-Year
iii) Time of return of maximum flood 0 0 0
iv) Periodicity of Drought in village area Yes Yes No
9
Other Development Schemes in the project area
S.No Scheme Name of the department
Key interventions under the Scheme
Targeted Beneficiaries
Provisions under the Scheme
1 MNREGS Z.P. Bhilwara CVH 1221 114.774
2 MNREGS Z.P. Bhilwara CVH (Other) 386 36.284
3 MNREGS Z.P. Bhilwara Farm Pond 16 12.256
4 MNREGS Z.P. Bhilwara Open Contour Trench 100 10.300
5 MNREGS Z.P. Bhilwara Road Side Plantation 8 9.760
6 ANIMAL HUSBANDRY Z.P. Bhilwara eqxhZikyu 64 96.000
7 FISHARIES DEPTT. Z.P. Bhilwara eNyh ikyu 21 105.000
8 SOCIAL WALFAIR Z.P. Bhilwara mPp f’k{kk 358 35.800
9 RUDSET/ILFS Z.P. Bhilwara rduhdh izf’k{k.k 623 62.300
10 SOCIAL WALFAIR Z.P. Bhilwara lkekftd lgk;rk 483 16.905
11 ANIMAL HUSBANDRY Z.P. Bhilwara i'kq chek ;kstuk 2681 10.724
12 ANIMAL HUSBANDRY Z.P. Bhilwara A.H. Camp 10 2.400
13 HORTICULTURE Z.P. Bhilwara Qynkj ikS/kkjksi.k 15.2 4.560
14 MNREGS Z.P. Bhilwara df̀"k Hkwfe(cvh Pro.)sc/st/BPL
Alu 1221 25.641
15 MNREGS Z.P. Bhilwara d̀f"k Hkwfe (cvh Pro.) Other
Alu 931 19.551
16 OTHERS Z.P. Bhilwara tSfod ckM+ 110.7 17.380
17 HORTICULTURE Z.P. Bhilwara Qwyksa dh [ksrh 57.6 13.824
18 HORTICULTURE Z.P. Bhilwara elkyk [ksrh 21.6 5.033
19 HORTICULTURE Z.P. Bhilwara vkS"k/kh;k ikSa/kksa dh [ksrh 11.7 1.755
20 MNREGS Z.P. Bhilwara ulZjh LFkkiuk (25000 Forest
Plant/- Family) 12 3.000
21 AGRICULTURE Z.P. Bhilwara ftIle ls Hkwfe lq/kkj 78 0.548
22 AGRICULTURE Z.P. Bhilwara flapkbZ gsrq ikbZi ykbZu 92 13.800
23 AGRICULTURE Z.P. Bhilwara fLaizDyj flLVe 31 13.770
24 AGRICULTURE Z.P. Bhilwara fMªi flapkbZ ;kstuk 43 18.144
25 AGRICULTURE Z.P. Bhilwara df̀"k ;a= ¼Lis;j½ 129 6.450
26 AGRICULTURE Z.P. Bhilwara ikS/k laj{k.k ;a= 110 1.100
27 MNREGS Z.P. Bhilwara uhe mRiknu 10 0.050
28 HORTICULTURE Z.P. Bhilwara xzhu gkml LFkkiuk 2 2.700
29 HORTICULTURE Z.P. Bhilwara ckal mRiknu 10 0.792
Total 660.601
10
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 6 no.
(iii) No. of households without access to drinking water Nil
(iv) No. of educational institutions : (P) 8 no.
(S) 4 no.
(HS) 4 no.
(VI) 0 Primary(P)/ Secondary(S)/ Higher Secondary(HS)/
vocational institution(VI) (v) No. of villages with access to Primary Health Centre 4 no.
(vi) No. of villages with access to Veterinary Dispensary 4 no.
(vii) No. of villages with access to Post Office 4 no.
(viii) No. of villages with access to Banks 1 no.
(ix) No. of villages with access to Markets/ mandis 0 no.
(x) No. of villages with access to Agro-industries 0 no.
(xi) Total quantity of surplus milk 6500 Lit.
(xii) No. of milk collection centres (U)
0 no.
(S)
4 no.
(PA)
0 no.
(O)
0 no. (e.g. Union(U)/ Society(S)/ Private agency(PA)/ others (O))
(xiii) No. of villages with access to Anganwadi Centre 4 no.
(xiv) Any other facilities with no. of villages (please specify)
4 no. Rajeev Gandhi Seva Kendra
(xv) Nearest KVK Bhilwara (xvi) cooperative society 2 no. (xvii) NGOs Nil (xviii) Credit institutions
(i) Bank 1 no. (ii) Cooperative Society 2 no.
(xix) Agro Service Centre's 0 no.
11
Institutional arrangements (SLNA, WCDC, PIA, WDT, WC, Secretary) WCDC Details
PIA particulars
WDT Particulars:
2 3
S.No Particulars Details of WCDC
1. PM ,WCDC Sh. Ghanshyam Dad
2. Address with contact no., website Zila Parisad Bhilwara
3. Telephone 01482-239398
4. Fax ----
5. E-mail [email protected]
1 2 3
S.No Particulars Details of PIA
6. Name of PIA Sh. R. C. Sodani
7. Designation A.En
8. Address with contact no., website Panchyat Samiti Banera
9. Telephone 95303-02550
10. Fax
11. E-mail [email protected]
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 Smt Rekha Vyas F 30 B.A. MSW in
Sociology 6 Year 3 Month in Ajmer Social Scientist
2 Sh. Kailash Kumahar M 25 B.A. in Animal
Husbandry 6 Month 3 Days in Ajmer Animal Husbandry
3 Sh. Satya Narayan Jat M 30 Secinor Sec. in
Agriculture 6 Year 1Month in
Udaypur / 3 Month in Ajmer
Agriculture
12
Details of Watershed Committees (WC)
S.N. Name of WCs
Date of Gram
Sabha for WC
Designation Name M/F SC/ST/OBC/General
Landless/MF/SF/
BF Name of UG/SHG Educational
qualification
1
DAB
LA
14@
07@20
12
President / Sarpanch Sh. Kanheyya Lal Rao M SC MF
2 Secretary Sh. Jai Pradeep Singh S/o randhir singh Rathore M GENRAL BF SHG 12
3 Member Smt. Durga Devi Purawat F GENRAL MF SHG 5
4 Sh. Ganga Singh S/o pratap Singh Rathore M GENRAL BF Production System Users Group 8
5 Sh. Pradhuman Singh S/o Randhir Singh Rathore M GENRAL BF Non-Arable Users
Group 12
6 Sh. Shankar Giri M OBC SF SHG 5
7 Sh. Veer Bhan Singh M GENRAL MF Dhanop Mataji SHG 10
8 Smt. Manju Devi Daroga F OBC SF Dhanop Mataji SHG Educated
9 Smt. Samta Chamaar F SC SF Drainage Line
Treatment Users Group
Educated
10 Smt. Gulabi Bairwa F SC SF Kali SHG Un Educated
11 Smt. Bhawari Devi F OBC SF Ramdev Baba SHG Educated
12 Sh. Mithu Singh Rajput M GENRAL MF Drainage Line
Treatment Users Group
10
13 Sh. Gordhan Purwat M GENRAL MF Arable Users Group 10
14 Sh. Mukesh Bairwa M SC SF Drainage Line
Treatment Users Group
5
15 Sh. Ram Dayal Sharma M GENRAL MF SHG 12
16 Sh. Bhag Chandra Sharma M GENRAL MF SHG 10
13
Details of Watershed Committees (WC)
S.N. Name of WCs
Date of Gram
Sabha for WC
Designation Name M/F SC/ST/OBC/General
Landless/MF/SF/
BF Name of UG/SHG Educational
qualification
1
GA
RTA
13@
07@
2012
President / Sarpanch Smt. Ramu Devi Khatik F SC MF
2 Secretary Sh. Shankar Lal S/o Sawar Godha M OBC MF Arable Users Group 10
3 Member Sh. Ghewer Chandra Bafna M GENRAL MF Non-Arable Users Group 12
4 Member Sh. Jetthu S/o Dhanna Gurjar M OBC MF Production System Users Group 8
5 Member Sh. Raghu Nandan Vaishnav M OBC MF Arable Users Group 10
6 Member Sh. Bhag Chandra Jat M OBC MF Drainage Line
Treatment Users Group
5
7 Member Sh. Kanheyya Lal Khati M OBC MF SHG 5
8 Member Sh. Mukesh Khatik M SC MF Drainage Line
Treatment Users Group
8
9 Member Sh. Shiv Raj Goura M SC SF Non-Arable Users Group 10
10 Member Sh. Panna Lal Chamaar M SC SF Animal Husbandry UN Educated
11 Member Sh. Dalel Singh Rajput M GENRAL MF Animal Husbandry 12
12 Member Smt. Sohni W/o Panna Chamaar F SC SF Arable Users Group Un Educated
13 Member Smt. Durga Devi Sain F OBC SF Laxmi SHG 5
14 Member Sh. Madan Gopal Pareek M GENRAL MF SHG 10
15 Member Sh. Madhu Lal Jat M OBC SF House Hold Users Group 10
16 Member Sh. Jeev Raj M SC SF House Hold Users Group 5
17 Member Sh. Sukh Dev Goura M SC SF House Hold Users Group 5
18 Member Sh. Jagdish Kalal M OBC SF Animal Husbandry 10
14
Details of Watershed Committees (WC)
S.N. Name of WCs
Date of Gram
Sabha for WC
Designation Name M/F SC/ST/OBC/General
Landless/MF/SF/
BF Name of UG/SHG Educational
qualification
1
KU
ND
IA K
ALA
N
09@
07@
2012
President / Sarpanch Smt. Ratni Devi Verma F SC MF
2 Secretary Sh. Nemichand S/o Mangu Khatik M SC MF Production System Users Group 10
3 Member Sh. Narayan Gadri M OBC SF Arable Users Group 5
4 Sh. Bhairu Lal Sain M OBC SF Arable Users Group 5
5 Sh. Heera Nath Bairagi M OBC SF Non-Arable Users Group 8
6 Sh. Satyanarayan talor M OBC SF Drainage Line
Treatment Users Group
10
7 Sh. Srawan S/o Uda Gadri M OBC SF Drainage Line
Treatment Users Group
Educated
8 Sh. Srawan S/o Bala Gurjar M OBC SF Production System Users Group Educated
9 Smt. Durga W/o Rampal Bairwa F SC SF Drainage Line
Treatment Users Group
Educated
10 Sh. Gopal Mali M OBC SF Drainage Line
Treatment Users Group
8
11 Smt. Manju Varma F OBC SF Meera SHG 5
12 Smt. Kanchan Balai F SC SF Meera SHG Un Educated
13 Sh. Uda Bairwa M SC SF Production System Users Group 5
14 Sh. Sukha S/o Balu Bairwa M SC SF Non-Arable Users Group 5
15 Smt. Alol Balai F SC SF Meera SHG Educated
15
Details of Watershed Committees (WC)
S.N. Name of WCs
Date of Gram
Sabha for WC
Designation Name M/F SC/ST/OBC/General
Landless/MF/SF/ BF
Name of UG/SHG Educational qualification
1
KA
SOR
IA
11@
07@
2012
President / Sarpanch Sh. Bhag Chand Balai M SC MF
2 Secretary Sh. Omprakash S/o Birbal Upadhyay M GENRAL MF Drainage Line Treatment Users Group 12
3 Member Sh. Shanti Lal M OBC MF Drainage Line Treatment Users Group 8
4 Smt. Mani Devi W/o Gopal Gurjar F OBC MF Drainage Line Treatment Users Group Un Educated
5 Smt. Kundana Devi W/o Gajanand Ojha F GENRAL MF Production System Users Group 10
6 Sh. Panna Lal S/o Choga Jat M OBC MF Arable Users Group 8
7 Smt Leela Devi F OBC MF Mataji SHG Un Educated
8 Smt. Chanta Devi Vaishnav F OBC MF Jai Hanuman SHG 10
9 Sh. Pappu Lal S/o Ram Lal Gurjar M OBC MF Non-Arable Users Group 5
10 Sh. Harji Lal S/o Ladu Kumhar M OBC MF Production System Users Group 5
11 Sh. Sawra S/o Panchu Gurjar M OBC MF Production System Users Group 8
12 Sh. Kishan S/o Jeevan Bhil M SC MF SHG 5
13 Sh. Bhairu S/o Rama Bairwa M SC MF SHG Un Educated
14 Smt. Santoki W/o Debi Dholi F SC SF Non-Arable Users Group Un Educated
15 Sh. Mulchand S/o Jagnnath Upadhyay M GENRAL SF Production System Users Group 10
16 Sh. Ghisu S/o Nanu Gurjar M OBC MF Arable Users Group 12
17 Sh. Ghisu S/o Ramchandra Kumhar M OBC SF Drainage Line Treatment Users Group 5
18 Sh. Misri S/o Mula Gurjar M OBC SF Drainage Line Treatment Users Group 5
19 Smt. Jiwani Devi F OBC SF Dev Narayan SHG Un Educated
16
Problems and scope of improvement in the project area
The socio economic conditions of the area can be improved through increased production which
can be achieved through expansion in cultivated area and productivity enhancement. 503 ha land
is arable wasteland and 78 ha is fallow can be brought under cultivation.
987 ha is only irrigated and with efforts this can be increased to 1150 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)
6726 Quintal fodder scarcity can be met out through Pasture development .Improved animal
Husbandry practices can increase the productivity of livestock. 2550 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.
1. Soil Erosion Soil of Banera is moderately to severely erode mainly by rivers and nallahs, mostly during the
rainy months. Besides, stagnation of water has given rise to the problem of salinity and alkalinity.
2. socio-Demographic Profile
The project area consists of a total
population of 6317 with nearly 25% of
the population belonging to the
Scheduled Caste and 5% of the
population Scheduled Tribe
communities. The sex ratio in the area
is 868. The area has a low level of
literacy of 40% as compared to 60%
at the State level. With the female
literacy rate being a mere 13%, the
status of literacy in the area is one of
the indicators of the deplorable plight
of the women in the area.
Table 3: Demographic Profile of Jahazpur Project Area
POPULATION
Total population 6317
Male Population (%) 53.52
Female Population (%) 46.48
Sex ratio (female per thousand males) 868
% Population of Scheduled Caste 25.17
% Population of Scheduled Tribe 4.90
Literacy rate Total (percent) 40.02
Literacy rate male (percent) 27.04
Literacy rate female (percent) 12.98
Source: Government of Rajasthan and Census of India
17
Figure 2: Mean Income from different sources Source: Baseline Survey (2012)
3. Livelihood Profile
Agriculture and animal husbandry have been central to the livelihoods of the people living in this
area. Frequent occurrences of drought in the recent years has however, increased the
vulnerability of the farming communities. Increased pressure on land, decline in the productivity of
agricultural land combined with shrinking of forests and common pasture land has threatened the
viability of farming as a primary livelihood option in the area.
Only 45% of the income is derived from farming and the people have to resort to other options for
sustaining their families. Low levels of literacy, absence of programmes for developing skills
particularly in the non-farm sector and limited
access to basic infrastructural facilities and
services has impinged on the people’s right to
choose the best livelihood option. Migration can be
seen as a prominent phenomenon with nearly 40%
of the income coming from migration. Launch
of MGNERGA has helped in generating
employment in the area with about 12% of the
income of the people being derived from
working on MGNREGA sites.
4. Agriculture
Land and water resources have been the key drivers of farm based production systems which
form the predominant source of livelihoods of the people in this area. The area is characterized by
land based economy. Land has also been crucial in defining the social and political relations of the
people in the area. 22% of the households are landless while 63% are small and marginal farmers.
With very low landholdings and subject to vagaries of nature agriculture remains a high risk-low
input-low output activity.
The area mostly has sandy loam to clay loam soil where the percolation of water ranges from
good to medium. Most of the soil is calcareous while in some patches, saline and alkaline soil is
also found. The soil is moderately to severely eroded mainly by rivers and nallahs. Substitution of
organic fertilizer with chemical fertilizer has further worsened the soil quality. The nature of
agriculture and farming practices is also strongly conditioned by the availability of water. Depletion
in the surface as well as ground water resources has adversely affected agriculture. Some of the
villages in the area have access to canal and tank irrigation; wells are the most common source of
irrigation. The farmers mostly use engine to draw water for irrigation from wells. Besides, flood
irrigation is a common practice that can be found in the area.
18
Kharif is the main cropping season in the area. Major cereals grown during Kharif include maize,
bajra and jowar. Crop production during Rabi remains limited to such farmlands which have
access to irrigation. Wheat is the main cereal crop grown during Rabi. Besides cereal crops,
pulses, fodder crops like rajka and oilseeds such as groundnut and mustard are also cultivated in
the area. Over the years, the agricultural practices have undergone a remarkable change in the
area. Besides the traditional plough, tractors are also being increasingly used. Chemical fertilizer
is used intensively. The types of seeds, pesticide and fertilizer across the different villages in the
area are detailed in the tables below:
S.No
Genrel Use of quantity by Farmer Recomnded by Agriculture Deptt.
Name of crop
Seed sowing kg/Ha
Fertilizer Seed sowing kg/Ha
Fertilizer Remarks.
Uriya DAP Potas Uriya DAP Potas
1 Wheat 143 45 45 - 100 - 120 80 40 20
2 Chana 115 - - - 75 - 80 15 25 -
3 Sarso 5 38 18 - 4. - 5 60 40 -
4 maize 25 75 25 - 20 - 25 100-120 50 40
5 Urad 32 27 27 12 15 - 20 50 30 30
6 Moonge 32 28 28 12 15 - 20 50 30 30
7 Cotton 11 34 11 - 15 - 18 50 25 -
8 Ground nut 86 - 38 - 80 - 100 20 60 30
9 Til 4 - - 7 3. - 4 20 10 10
10 Bajra 4 45 17 - 4. - 5 90 30 -
Reasons for law productivity:-
A. Due to high seed rate for showing of crop Instead of recommended seed rate.
B. Use of local variety of seeds.
C. Duration intensity of Rainfall is enough below high the avaivelity.
D. Lack of availability of good Quality seeds & Fertilizer is not available proper time.
E. Method of showing is not proper.
19
5. Livestock
Agriculture supplemented with livestock keeping forms the basis of sustenance for the farmers in
this area. Crop residue and grazing provides fodder and forage to livestock. Livestock keeping on
the other hand acts as a drought power and source of energy, nutrition and manure. The symbiotic
relation between the two systems is clearly visible and change in one has a direct impact on the
other. As per the baseline survey, livestock rearing contributes 11% of the income of the people in
the area.
The livestock composition shows that smaller ruminants are more than the larger ruminants.
However, the number of cows is much higher than other animals in the area. Degradation of
common grazing lands and frequent occurrences of drought in the recent years has raised serious
questions pertaining to fodder security in the area. Loss of vegetative cover as a result of high
degrees of soil erosion and overgrazing has adversely affected the productivity of these common
grazing lands. Changes in the cropping pattern along with the substitution of organic fertilizer with
chemical fertilizer reduced the fertility of the soil as well as the quality of fodder available from crop
residue. Further, frequent occurrences of drought leading to crop failure also affected the fodder
availability from crop residue which has increased the pressure on the already overexploited
common grazing land. The factors mentioned above have not only led to a decline in the
productivity of the livestock but have also increased instances of distress sale of livestock.
S.No Name of Animal Av. milk production
(Lit. per day)
Actual milk production (Lit.
per day)
Remarks.
1 Cow Indigenous 2 - 3 4 - 5
2 Cow Hybrid 7 - 8 10 - 12
3 Buffalo 5 - 6 12 - 15
Reasons for gap in milk production
A. Deficiency of vitamin and minerals.
B. Lack of management and awareness.
C. Lack of health treatment in proper way.
20
5. Migration
In an economy which largely demands skilled manpower, lack of skill enhancement opportunities is an added disadvantage for the people in this area. Most of the people in the area who have resorted to non-farm employment end up as daily wage earners in the nearby cities. The ones who migrate to cities have to leave their families back in the village as their earning in the city is not able to substitute returns from farm but only supplement it. As per the baseline survey, about 40% of the Population in the area migrate. Migration to cities and towns is usually in mining and quarrying, construction and in some small trading and manufacturing work.
Table 10: Households Migrating
Total
Population
No of Person
Migration Dabla 1235 499
Gharta 491 198
Kundiya Kalan 1250 505
Jasoriya 936 378
Kasoriya 1853 748
Vijaypur 552 222
Total 6317 2550 Source: Baseline Survey (2012)
21
Base Line Survey Format for IWMP MIS website Project Name : IWMP-XVII Total Geographical Area of Project (Lakh Hectares) : 0.06078 Treatable Area 0.05578 ha. : Wasteland (Lakh Hectares) 0.01644 Rainfed Agricultural Land
(Lakh Hectares) 0.02947
Total Cropped Area (Lakh Hectares) 0.03934 Net Sown Area (Lakh Hectares)
0.03431
Total no. of Water Storage Structure 33 Total No. of Water Extracting Units
256
Total storage capacity of water storage structures (cubic meters)
120528
No. of Household 1948 no. SC 490 ST 92
Others 1366
Total Population of the project Area 6317 No. of Household of
Landless people 526
Total no. of BPL Household 611 No. of Small Farmer’s Household
495
No. of person-days of Seasonal Migration 2550 no. - 300 days No. of Marginal
Farmer’s Household 734
Depth of Ground Water (meters) below Ground level Pre- monsoon 12.20 m Post-monsoon 11.50 m
No. of person-days of Seasonal Migration
2550 no. - 300 days
22
CHAPTER – II Socio economic Features, Problems and Scope Table 2.1 Population & Household Details:
Total Population Male Female Total SC ST 3381 2936 6317 1590 310
Household Details BPL
household L. Less Small
Farmer M.
Farmer Total
household SC household ST household 611 526 495 734 1948 490 92
Table 2.2 Development indicators
S. No. Development Indicators State Project Area 1 Per capita income (Rs.) 16260 14700 2 Poverty ratio 0.22 0.31 3 Literacy (%) 0.604 40 4 Sex Ratio 921 868 5 infant mortality rate 331 338 6 Maternal mortality ratio 60 68
The above table indicates (poor, average, good) socio economic conditions.
Table 2.3 Land Use
Land Use Total area in Ha.
Private Panchayat Government Community Total Agriculture Land 3934 0 0 0 3934 Temporary fallow 503 0 0 0 503 Permanent Fallow 78 783 758 0 1619 Cultivated Rainfed 2947 0 0 0 2947 Cultivated irrigated 987 0 0 0 987 Net Sown Area 3431 0 0 0 3431 Net Area sown more than once 484 0 0 0 484
Forest Land 0 0 25 0 25 Waste Land 78 783 758 0 1619 Pastures 0 783 0 0 783 Others 0 0 0 0 0
23
The project area has 503 ha of cultivable wasteland . 1619 ha of fallow land (total 5578 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 17.69%
1644 ha. (29.47 % 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 783 hectare pasture land (14.03%).
This emphasizes the need for taking up pastureland development works through sowing of
promising species of grasses and plantation
The table 2.4a shows that only 987 ha is (17.69%) 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 2947 Area under Double crop 987 Area under Multiple crop 0
24
Table 2.4 .a Agriculture and Horticulture status and fuel availability.
Cropping Status
S No.
Season Crop sown Rainfed Irrigated Total
Varieties Area (ha)
Production (kg/ha)
Productivity (kg/ha)
Area (ha)
Production (kg/ha)
Productivity (kg/ha)
Area (ha)
Production (kg/ha)
1 Kharif Maize Mukta / NK-30 / Seed tek 457 755878 1654 0 0 0 457 755878
Udad TAU-1 653 222020 340 0 0 0 653 222020
Moonge RNG-902 468 163800 350 0 0 0 468 163800
Cotton RG-5 477 100170 210 0 0 0 477 100170
Jwar 15 / Amarnath 2000 353 225920 640 0 0 0 353 225920
2 Rabi Wheat Lokman / 3077 0 0 0 334 926850 2775 334 926850
Chana Dabahed Yellow 0 0 0 235 197400 840 235 197400
Mustard Pionear Highbrid / T-59 / Poosa Von 0 0 0 148 158360 1070 148 158360
3 Zaid 0 0 0 0 0 0 0 0 0
Total 2408 1467788 717 717 3125 2750398
25
Table 2.4.c Productivity Gap Analysis (The table can also be given in bar chart form)
Analysis of the above table indicate that besides national gap there is wide gap in productivity
within state and even within same agro climatic zones.
The reasons for this variation are
The farmers are using Local varieties on show in table of each crop. Whereas the
recommended varieties on show in table will increase the yield of crop.
Name of the crop
India Highest Average Yield in
Rajasthan
District Project Area Deficiency in productivity comparison with District
Wheat 2619 2837 2892 2775 117
Gram 808 622 873 840 33 Mustered 1177 1121 1177 1070 107
Maize 1258 1433 1687 1654 33 Bajra 802 767 977 0 0 Urad 387 413 358 340 18
Moonge 317 362 364 350 14 Rice 1710 1650 0 0 0
Ground nut 1650 1533 1204 1110 94 Cotton 362 342 232 210 22 Jwar 552 541 679 640 39
26
S. N. Name of Crop varieties of Crop
(Farmers are using)
varieties of Crop
(Can Increase of Production)
1 Wheat Lokman 3077 / 1482 / 4037
2 Gram Dabahed Yellow 888 / RAG / 636
3 Mustered Pionear Highbrid / T-59 / Poosa Von Bio-902 / T-59
4 Maize Mukta / NK-30 / Seed tek Ganga-5 / Navjyot / Kanchan
5 Bajra Pioneer Hybrid
6 Urad TAU-1
7 Moonge RNG-902 K-851 / ML-337 / Poosa Baisakhi
8 Til Pratap / RT-46
9 Ground nut AK-1224 / KL-24
10 Cotton RG-5 BT Cotton / Bikanery Narma
11 Jwar 15 / Amarnath 2000 HPB-1 / HPB-2 / CSS-49
Lack of Availability of good quality seeds of desired crop and variety in adequate quantities
and time to the farmers.
Availability of water for cultivation(17.69% is irrigated table)
The productivity gap and reasons of it indicate potential to increase the productivity through crop
demonstration. Crop demonstrations would be carried out on improved crops/ varieties, improved
agronomic practices. INM, IPM, Mixed cropping, distribution of fodder seed mini kit. Demonstration
of improved methods and economics of fodder crops cultivation and also distribution foundation
seeds of Forage Crops for further multiplication, introduction of fodder crops in the existing crop
rotations.
Table 2.5 Existing area under horticulture/Vegetables/Floriculture (ha)
Activity Area Species Varieties Recommended varieties Production
Horticulture 12 Anar Sindura Ganesh 25 Kg/ Plant 3 Neebu Kagji Kagji Beeju 30 Kg/ Plant 1 Papaya Honey Deu Taiwan 40 Kg/ Plant Vegetables 0 0 0 0 0 Floriculture 0 0 0 0 0 Medicinal Plants 0 0 0 0 0
27
Table 2.6 Land holding Pattern in project area
Type of Farmer
Total House holds
Land holding (ha) irrigation source wise Land holding (ha)Social group wise
Irrigated (source)
Rainfed Pvt. Waste Land
Total General SC ST OBC BPL
(i) Large farmer 426 220 658 17 895 189 225 42 439 0
(ii) Small farmer 495 291 868 23 1182 249 297 56 580 0
(iii) Marginal farmer 734 476 1421 38 1935 408 487 91 949 0
(iv) Landless person 293 0 0 0 0 0 0 0 0 0
(V) No. of BPL households
611 0 0 0 0 0 0 0 0 0
Total 2558 987 2947 78 4012 846 1009 189 1968 0
55.88% land holdings belong to small and marginal farmers who own 77.69% 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 Crops, 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, and 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.
28
Establishment of nurseries: Most of the planting material is procured from other parts of the
State/ country. The procurement of planting material from distant places causes damage to the
planting material and often results in untimely supply. Hence nursery development activity can be
promoted in the area.
Innovative hi-tech/ export oriented activities: innovative hi-tech/ export oriented projects like
mushroom cultivation, floriculture, etc which are in negligible existence at present, can be
implemented by individual farmers / private companies.
Drip irrigation Drip irrigation will be promoted in all horticulture plantations, vegetables, green
houses and in nurseries for rational use of irrigation higher yields and quality produce.
Table 2.7 Livestock Status - animals/milk production / average yield.
S.No.
Description of animals
Population in No.
Yield(milk/mutton/Wool)
Equ. cow units
Dry matter requirement per day ( 7Kg per
animal.) Kilogram
Total requirement in Quintal per year.
1 Cows Indigenous 2527 4548 17689 64565 Hybrid 151 630 1057 3858
2 Buffaloes 1679 5035 11753 42898 3 Goat 1195 0 598 4186 15279 4 Sheep 928 0 464 3248 11855 5 Ox & Bull 110 0 770 2811 6 Poultry 0 0 NA 0 0 7 Piggery 0 0 NA 0 0
Total 6590 10213 38703 141266
In spite of the large number of livestock, production is less hence increase in productivity
across all species, is a major challenge. To enhance production of unproductive cattle and
improve the productivity following activities will be taken up:-
,Demonstration of improved methods of conservation and utilization of Forage crops are proposed.
Table 2.8 Existing area under fodder (ha) S.No Item Unit Area/Quantity
1 Existing Cultivable area under Fodder Ha 3934 2 Production of Green fodder Quintal/year 95390 3 Production of Dry fodder Quintal/year 0 4 Area under Pastures Ha 783+78 5 Production of fodder Quintal/year 39150 6 Existing area under Fuel wood Ha 0 7 Supplementary feed Kgs/ day 0 8 Silage Pits No 0 9 Availability of fodder quintals 134540 10 Deficiency/excess of fodder quintals 6726
29
The table above shows there is fodder deficiency (Requirement is 141266 Quantity and
availability 134540 Quantity)
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 77.69% land holdings belong to
small and marginal farmers of total cultivated area owning of big farm implements by individual
farmers is not economical so SHG would be promoted to buy farm implements and rent to
farmer Table 2.10 -NREGA Status - No. of Card Holder, activities taken so far, employment status.
S. No Implements Nos. 1 Tractor 175 2 Sprayers - manual / power 167 / 18 3 Cultivators/Harrows 136 4 Seed drill 88 5 Any Other (Tractor Mounten Trally) 175
Sr. no.
Gram Panchayat Name of village Total No .of job cards
Employment Status
Activity taken up so far
1 Dabla Dabla 1079 885 Apna khet-Apna
kam yojna, Gravel Road, Earthen Dam, Pasture
Dovelpment Work.
2 Gharta Gharta 859 713 3 K. Kalan K. Kalan 1228 1044 4 Kasoriya Kasoriya 1048 880 5 Jasoriya 604 489 6 vijaypur 493 409
30
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)
Dabla 499
10 Month Employment 130 Km
Service in private
industries at Bhilwara
H.Q.
0.60 Lack per year
Gharta 198 Kundiya Kalan 505
Jasoriya 378 Kasoriya 748 Vijaypur 222
Total 2550 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 1422 0.50-0.60 Lack per year Dairying 32 0.36-0.40 Lack per year Poultry 0 0 Piggery 0 0 Landless Agri. Laborers 526 0.25-0.30 Lack per year
Table 2.12(b)Major activities (Off Farm)
Name of activity Households/individuals Average annual income from the Artisans 0 0.25-0.30 Lack per year Carpenter 18 0.35-0.40 Lack per year Blacksmith 7 0.50-0.60 Lack per year Leather Craft 5 0.40-0.45 Lack per year Porter 0 Mason 12 0.60-0.70 Lack per year Others specify (Cycle Repair ,STD,Craft etc)
8 0.50-0.60 Lack per year
The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals.
31
Table 2.13( a ) Status of Existing SHG
S.No Name of SHG Members Activity involved
Monthly income
Fund available
Assistance available
Source of assistance
Training received
1 Dhanop Mataji SHG 10 - 600 600 - - - 2 Hanuman SHG 11 - 550 1100 - - - 3 Kali SHG 10 - 500 1000 - - - 4 Ramdev SHG 10 - 1000 1000 - - - 5 Mataji SHG 10 - 500 500 - - - 6 JAi Hanuman SHG 10 - 500 500 - - - 7 Dev Narayan SHG 10 - 600 600 - - - 8 Laxmi SHG 11 - 550 1100 - - - 9 Subh Laxmi SHG 10 - 500 500 - - - 10 Laxmi SHG 11 - 550 550 - - - 11 Meera SHG 10 - 500 500 - - - 12 Shailani SHG 10 - 500 1000 - - - 13 Bajrang SHG 10 - 500 1000 - - -
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 133 60 feet 46 131 200-220 ii) Shallow tube wells 74 150-220 ft 36 0 240-270 iii) Pumping sets 63 120-200 ft 0 0 240-270 iv) Deep Tube Wells 49 80 feet 13 180 240-270 Total 319 95 311
32
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
1 Dabla 37050 24083 3 2 0 1 2 Gharta 14730 9280 2 2 0 0
3 Kundiya Kalan
37500
24375
3 3 0 0
4 Jasoriya 28080 17455 4 3 0 1
5 Kasoriya 55590 33962 4 4 0 0
6 Vijaypur 16560 9936 3 2 0 1
Table 2.16 Water Use efficiency
Name of major crop
Area (Hectare) through water
saving devices(Drip/Spri
nklers)
through water conserving agronomic practices#
Any other (pl. specify) Total
Wheat 25 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% 5557 2 3 to 8% 20 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.
33
Table 2.18 Water Budgeting Good Catchments – Normally a funnel shaped catchment in hilly terrain with less vegetation. Average Catchment – Catchment in the plains where there is no dense growth of vegetation. Bad Catchment – Catchment with dense growth of vegetation & highly permeable top soil & sub
soil. Total available runoff (cum) use Stranges table Rain fall 613 mm
Type of Catchment Area in ha. Yield of runoff from catchment per ha.(cum.) use Stranges table
Total Runoff in cum
Good 783 1229 962307
Average 861 920 792120
Bad 3934 613 2411542
Total 5578 4165969 Runoff trapped in existing structures S.No. Name No. Storage Capacity (cum)
i) WHS(earthen) 27 89492 ii) Khadin/Talab 6 31036 iii) Farm Ponds 0 0 iv) Tanka 0 0 v) Anicuts 0 0 Total 33 120528
Runoff to beTrapped in proposed structures: S.No. Name No. Storage Capacity (cum)
i) WHS(earthen) 54 56700 ii) Khadin/Talab 0 0 iii) Farm Ponds 25 12500 iv) Tanka 0 0 v) Anicuts 4 13500 vi) Small check Dam 14 2250 Total 97 84950
% Runoff trapped = total runoff trapped x100/ Total available Balance runoff = 4.93% cum. Height of all the structures proposed is between 0.60 metre to 1.50 metre. There is no structures whose water impounding height is more than 2 metre.
34
Table 2.19 Soil details Soil Profile Loamy S.No. Major Soil Classes Area in hectares
1 Fine loam 612 2 Silt loam 4966
Soil Depth : B Depth (Cms.) Area in hectares
1 0.00 to 7.50 1644 2 7.50 to 45.00 3934 3 > 45.00 Nil
C Soil fertility Status Kg/ha Recommended N 127 100 Kg/Ha P 17.9 25.0 Kg/Ha K 182 350 Kg /Ha Micronutrients PPM Magnet
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 4250
121
15.25
b Rill 920 c Gully 408
Sub-Total 5578 Wind erosion 0 Total for project 5578 121 15.25
The need is:
To check land degradation To reduce excessive biotic pressure by containing the number and increase of livestock To check cultivation on sloping lands without adequate precautions of soil and water
conservation measures To discourage cultivation along susceptible nallah beds To check Faulty agriculture techniques To check Uncontrolled grazing and developed cattle tracks To check Deforestation of steep slopes
35
(For Flat Land watershed projects) To check erosive velocity of runoff, store Runoff, to arrest silt carried by runoff and to recharge Ground Water structures life Earthen check dams, gully plugs, Bank Stabilisation, Loose stone check Dams, Gabions, Earthen embankment (Nadi) and Anicuts would be taken up.
CHAPTER - III Proposed Development Plan:
The Activities are indicative addition /deletion in activities will be as per local conditions
A) Preparatory phase activities Capacity Building Trainings and EPA
The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and
wall writings etc. were carried out in all the habitations of 1/ 1,2,3,4,5,6 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 Dabla 14-07-2012
2 Gharata 13-07-2012
3 Kundiya Kalan 09-07-2012
4 Kasoriya 11-07-2012
36
1 4 5 6 7 8 9 10 11
S. No.
Names of village
Amount earmarked
for EPA Entry Point Activities planned Estimated
cost Expenditure
incurred Balance Expected outcome
Actual outcome
1 Dabla 6.7536
1. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk xzke iapk;r Hkou ds ikl 2. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lkoZtfud LFky ukfd;k dk cM+ 3. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lkoZtfud LFky Mkcyh ukNh ds ikl 4. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lkoZtfud LFky catkjks dk [ksM+k
6.7536 0 6.7536
Avaible of drinking water in proper way for
Villagers
Will be furnished
after completion
of work.
2 Gharata 3.2016 1. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lkoZtfud LFky xqtZjksa dk [ksM+k 2. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lkoZtfud LFky Hkhyksa dk [ksM+k
3.2016 0 3.2016
3 Kundiya kalan 1.056 1. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk
cSjok lekt eksgYyk gfjiqjk [ksM+k 1.056 0 1.056
4 Kasoriya 15.7632
1. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk lxl th ds LFkku ds ikl pekjksa dk eksgYyk 2. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk ljk; ds ikl Hkhyksa dk ekSgYyk 3. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk y{ehukjk;.k th ds eafnj ds ikl 4. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk >ksifM+;ksa esa eksgjh ds ikl 5. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk Ldwy ds ikl nwnk ck dk [ksM+k 6. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk vkaxuckM+h ds ikl 7. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk ikS- ds ikl 8. V~;wcosy fctyh eksVj] iu?kV o fjpktZ LVªDpj LFkkiuk jkensoth ds eafnj ds ikl 9. gS.Miai LFkkiuk Hkhyksa dh cLrh esa 10. gS.Miai LFkkiuk /kqokyk ukMk ds ikl 11. gS.Miai LFkkiuk dkyk ukMk ds ikl
15.7632 0 15.7632
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 Dabla 10-01-13
2 Gharata 11-01-13
3 Kundiya kalan 12-01-13
4 Kasoriya 13-01-13
Transact walk were carried out involving the community for Social mapping, Resource
mapping. Detailed discussions and deliberations with all the primary stakeholders were carried
out.
Socio-economic survey was carried out during 1-6-2012 to 31-12-2012 period covering all the
households and primary data on demography, Land holdings, Employment status, Community
activities etc. was collected as mentioned in chapter 2.
37
.CAPACITY BUILDING Table- List of approved Training Institutes@ for Capacity Building in the project area 1 2 3 4 5 6 7 8
S. No.
Name of Stakeholders
Name of the Training Institute
Full Address with contact no., website & e-mail
Name & Designation of the
Head of Institute
Type of Institute#
Area(s) of specializatio
n$
Accredita-tion details
1 PIAs IGPRS Jaipur / ([email protected]) Director IGPRS Jaipur GOR W/S
NIRD Jaipur Course Cordinator Chaupal NIRM Jaipur
GOI GIS Base
2 WDTs PRTC Ajmer/ IGPRS Jaipur / SAMTI Jaipur
Training Cordinator PTC Ajmer/ State Agriculture Management Institute, Durgapur, Director- SAMI Jaipur
Cordinator PTC Ajmer, Director SAMI Jaipur
GOR
w/s development
works
K.V.K. / Arjiya / Bhilwara Dairy
M.D. Bhilwara Dairy/ Senior Scientist K.V.K. Bhilwara/ Senior Scientist Arjiya
M.D. Bhilwara Dairy Research Institutes
3 UGs Rajeev Gandhi seva Kendra on Gram panchayat
Gram Panchayat Head Quarter Gram Panchayat Head Quarter
GOR
4 SHGs Rajeev Gandhi seva Kendra on Gram panchayat
GOR
5 WCs Rajeev Gandhi seva Kendra on Gram panchayat
GOR
6 GPs Rajeev Gandhi seva Kendra on Gram panchayat
GOR
7 Community Rajeev Gandhi seva Kendra on Gram panchayat
GOR
8 PM/SLNA NIRD Director General, NIRD Rajendra Nagar, Hyedrabad, Pin-500030
Director General Hyedrabad
GOI
# Central govt. Dept./ State govt. Dept./ Autonomous Body/ Research Institutes/ Universities/ Others (pl. specify) $ Capacity Building/ Agriculture/ Horticulture/ Animal Husbandry/ Pisciculture/ Remote Sensing/ Water conservation/ Ground water/ Forestry/
livelihoods/ entrepreneurship development/ others (pl. specify) @ The training institutes must fulfil the conditions mentioned in the operations guidelines.
38
Table- Capacity Building activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST. IWMP-XVII BANERA
Table- Capacity Bulding activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.
1 2 3 4 5 6
S. No.
Project Stackholders Total No. of
Persons
Total No. of
Training
Rate per Trainnin
g
UNIT Total Am
No. of Person to be trained during project period
No. of Training to be organized during project period
No. of Person days to be trained during project period
I Year II Year
III Year IV Year
V Year
Total I Year II Year
III Year IV Year
V Year
Total I Year II Year
III Year
IV Year
V Year
Total
A State level trainning
1 PIAs (2X5300=10600) 3 days 2 12 10600 No 1.272 4 8 8 4 0 24 2 4 4 2 0 12 12 24 24 12 0 72
2 WDTs(4X5300=21200) 3 days 4 15 21200 No 3.180 8 16 16 8 12 60 2 4 4 2 3 15 24 48 48 24 36 180
B Disst. level trainning
1 PIAs (2X5600=11200) 4 days 2 12 11200 No 1.344 6 6 6 6 0 24 3 3 3 3 0 12 24 24 24 24 0 96
2 WDTs(4X5600=22400) 4 days 4 13 22400 No 2.906 8 12 16 16 0 52 2 3 4 4 0 13 32 48 64 64 0 208
Total WCDC 52 8.702 26 42 46 34 12 160 9 14 15 11 3 52 92 144 160 124 36 556
3 Ugs (one days) 25 8 6800 No 0.544 50 75 75 0 0 200 2 3 3 0 0 8 50 75 75 0 0 200
4 SHGs 159 x 3=477 (one days) 477 16 6800 No 1.088 30 60 60 0 10 160 3 6 6 0 1 16 30 60 60 0 10 160
5 WCs (one days) 15 8 6800 No 0.544 30 45 45 0 0 120 2 3 3 0 8 30 45 45 0 0 120
6 GPs (one days) 30 9 6800 No 0.612 60 120 90 0 0 270 2 4 3 0 0 9 60 120 90 0 0 270
7 Community (one days) 30 8 6800 No 0.544 60 90 90 0 0 240 2 3 3 8 60 90 90 0 0 240
8 EXPOSURE TOUR (INTER STATE) 6 days
50 4 150000 No 6.000 0 50 50 50 50 200 1 1 1 1 4 0 300 300 300 300 1200
9 EXPOSURE TOUR (OUTER STATE) 6 days
50 4 210500 No 8.406 0 200 0 0 0 200 4 0 4 0 1200 0 0 0 1200
Total PIA
C PM/SLNA (6X5300=31800) 6 1 31800 No 0.3347 0 6 0 0 0 6 0 1 0 0 0 1 0 6 0 0 0 6
11 TOTAL PHYSICAL 1 0 6 0 0 0 6 0 1 0 0 0 1 0 6 0 0 0 6
12 TOTAL FINANCIAL 0.335 2.17 13.81 5.23 3.36 2.20
39
669.36 IWMP-XVII BANERA
Total Budget
Table- Capacity Bulding activities in the project (PHYSICAL & FINANCIAL) *4% OF TOTAL PROJECT COST.
S. No.
Project Stackholders Total No. of
Persons
Total No. of
Training
Rate per Trainning
UNIT Total Am
Year wise Amount vifergation
Lacks I Year II Year III Year IV Year V Year Total
WCDC 8.7017
A State level trainning Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin
1 PIAs (2X5300=10600) 3 days
2 12 10600 No 1.272 2 0.212 4 0.424 4 0.424 2 0.212 0 0 12 1.272
2 WDTs(4X5300=21200) 3 days
4 15 21200 No 3.180 2 0.424 4 0.848 4 0.848 2 0.424 3 0.636 15 3.18
B Disst. level trainning
1 PIAs (2X5600=11200) 4 days
2 12 11200 No 1.344 3 0.336 3 0.336 3 0.336 3 0.336 0 0.000 12 1.344
2 WDTs(4X5600=22400) 4 days
4 13 22400 No 2.906 2 0.448 3 0.672 4 0.896 4 0.89 0 0.000 13 2.906
0.000 Total WCDC 12 52 8.702 9 1.420 14 2.280 15 2.504 11 1.862 3 0.636 52 8.702
PIA 17.74
3 Ugs (one days) 30 8 6800 No 0.544 2 0.14 3 0.204 3 0.204 0 0 0 0 8 0.544
4 SHGs 159 x 3=477 (one days)
30 16 6800 No 1.088 3 0.20 6 0.408 6 0.408 0 0 1 0.068 16 1.088
5 WCs (one days) 30 8 6800 No 0.544 2 0.14 3 0.204 3 0.204 0 0 0 8 0.544
6 GPs (one days) 30 9 6800 No 0.612 2 0.14 4 0.272 3 0.204 0 0 0 0 9 0.612
7 Community (one days) 30 8 6800 No 0.544 2 0.14 3 0.204 3 0.204 0 0 8 0.544
8 EXPOSURE TOUR (INTER STATE) 6 days
50 4 150000 No 6.000 0 1 1.500 1 1.5 1 1.5 1 1.5 4 6.000
9 EXPOSURE TOUR (OUTER STATE) 6 days
50 4 210500 No 8.406 0 4 8.406 0 0 0 0 4 8.406
0.000 Total PIA 250 57 17.738 11 0.748 24 11.198 19 2.724 1 1.500 2 1.568 57 17.738
SLNA 0.3347
C PM/SLNA (6X5300=31800)
6 1 31800 No 0.3347 0 0 1 0.3347 0 0 0 0 0 1 0.3347
11 TOTAL PHYSICAL 110 20 39 34 12 5 110
26.774 12 TOTAL FINANCIAL 26.775 2.168 13.813 5.228 3.362 2.204 26.775
40
Table- Education & Communication (IEC) activies in the project area (1% of total Project cost.) TOTAL AMOUNT 6.4152 IWMP-XV ASIND
1 2 3 4 5
S. No. Activity Executing
agency
allocation out of 1% of total Project cost
Allocation in Lacks
I Year II Year III Year
IV Year
V Year Total
1 tyxzg.k {ks= xfrfof/k;kas dks n’kkZrk gqvk POP / CLAY / WOOD / PLASTIC ls cuk gqvk ekWMyA MhLiys cksMZs@IysxDlh cksMZ@
PIA 0.96228 0.000 0.310 0.351 0.301 0.000 0.962
2 okWy isfUVax&tyxzg.k xfrfof/k;ksa] y{;ks o izkfIr vkfn dks n’kkZrh gqbZ A
PIA 0.32076 0.000 0.321 0.000 0.000 0.000 0.321
3 tyxzg.k fodkl laca/kh eqfnzr iEiysVl@fyQ ysVl@pkVZ@iksLVj@vkfnA
PIA 0.32076 0.000 0.321 0.000 0.000 0.000 0.321
4 Ukkjk ys[ku PIA 1.2830 0.516 0.767 0.000 0.000 0.000 1.283
5 lQyrk dh dgkuh;ksa dh ohfM;ksaxzkQh@QksVksxzkQh@ y?kqfQYe ,oa d"̀kdks ls lk{kjkrdkj @ okrkZ A
PIA 1.28 0.000 0.300 0.000 0.340 0.640 1.280
6 lkaLdf̀rd R;kSgkj @ esys vkfn ds volj ij iznZ’kuh @ uqDdM+ @ukVd dViqryh izn’kZu
PIA 0.96228 0.000 0.502 0.460 0.000 0.000 0.962
7 jkf= xks"Bh@Hkw laj{k.k lIrkg @ psruk jSyh
PIA 1.2830 0.000 0.811 0.472 0.000 0.000 1.283 8 tyxzg.k fodkl dk lans’k nsus okys lkaLd̀frd dk;ZØe
9 d̀"kd fnol dk vk;kstu ,oa {ks= Hkze.k fnol dk vk;kstu bR;kfn
dqy 1.00 6.4152 0.516 3.332 1.283 0.641 0.640 6.412
41
P.D. COR LTD. JAIPUR 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 P.D. COR LTD. JAIPUR 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 ( in delineated watershed projects)
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-1).The GIS based intervention map, PRA based intervention map are
annexed as.
B) Livelihood Action Plan (LAP):
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Livelihood Action Plan is a pre requisite for availing the
funds under the livelihood component. LAP has been prepared by the PIA in consultation with
WDT, WC & the members of SHG, SC/ST, women, landless/ asset less households. Details of
funds available & their utilisation are as under:
(i) Total project cost Rs.669.36 Lacks.
(ii) Funds available under livelihood component is 9% of total project cost= Rs. 60.24 Lacks.
(a) Seed money for SHGs as revolving fund = Rs. 36.742 Lacks.
(Minimum 60% of livelihood component)
No. Of SHG to be formed (147+11) Nos.
No of persons (members) in SHGs 1580 Nos.
(b) Seed money for enterprising individuals = Rs. 6.00 Lacks
(Minimum 10% of livelihood component)
-- No of persons identified as enterprising individuals 24 Nos.
42
List of persons & Proposed Activities.
S.No Watershed Committee No of Person Activity Proposed
1 Dabla 6 1. Carpentary
2. Black Smith
3. Dairy
4. kumahari
5. Readymade garment
6. Stitching
2 Gharta 3
3 Kundiya Kalan 1
4 Kasoriya 14
Total 24
(c) Funds for Enterprising SHG/Federations of SHG
(Maximum 30 % of livelihood activities)= Rs. 17.50 Lacks
The funding for major livelihood activities will enable the enterprising SHGs/SHG federation to
avail a composite loan for undertaking major livelihood activities or to upscale activities as
recommended by the WC & approved by WCDC in consultation with line departments.
Details of enterprising SHG/federation are given below:
S.No. Watershed
Committee
No. of SHG/ SHG
federation
Project
Name
Project Cost in
lacs
Grant in aid
50% of
project cost
or 2 lacs
whichever is
less
Bank loan
1 Dabla 3 Dairy 13.50 5.25 8.25 2 Gharta 1 Dairy 4.50 1.75 2.75 3 Kundiya Kalan 0 Dairy 0 0 0 4 Kasoriya 6 Dairy 27.00 10.50 16.50 Total 10 45.00 17.50 27.50
* Details of project activities can be prepared in coming years after formation of SHG federation or
as the case may be.
43
C) Production Plan:
An awareness programme has been undertaken at Gram Sabha for communication &
sensitization of the target beneficiaries. Production System & micro enterprises Action Plan is pre-
requisite for availing the funds under the Production System & micro enterprises component.
Production plan has been prepared by the PIA in consultation with WDT, WC & the members of
Users Group. Details of funds available & their utilisation are as under:
(iii) Total project cost Rs. 669.36 Lacks.
(iv) Funds available under Production System & Micro enterprises component is 10% of total
project cost= Rs. 66.936 Lacks.
List of persons & Proposed Activities for production system
S.No No. of Person Activities Proposed
1 Crop Demonstration
1. Kharif
2. Rabi
3. Fodder
487 No. / 194 Ha
310 No. / 124 Ha
708 No. / 171 Ha
2 Agro forestry
1. CVH with Aluvira
CVH with Aluvira & Karonda
583 Ha
25 Ha
3 30 Ha Horticulture
4 30 No. Nedap Compost
5 1026 No. / 45 Ha Vegetable Kit
6 5 No. Vermi compost
(viii) Funds for Animal Husbandry activities 7.463 lacks.
Details of is Animal Husbandry activities given below:
S.No. Name of Activity Quantity Unit
cost Total Cost
Project Convergance Project Convergance 1 A.I. 2060 0 0.0015 3.09 0 2 Animal
Husbandry Camp
0 10 0.24 0 2.40
3 Fodder Demos. 708 0 0.01 7.08 0 4 Manger 190 0 0.008 1.52 0
Total 11.69 2.40
44
Awareness Programme -Slogan Wall Painting,
Scientific Animal Husbandry Practices ; Seminars / Debates / Pamphlet distribution/ Stickers/ Chetana Rally
Broadcasting / Telecasting Film Show
Visit- intra/ inter/ out of State/ Abroad
Fortnightly Meetings with Livestock keeper to discuss and decide all breedable females to be covered.
Creation Of Disease Free Zone: Livestock’s health coverage
Establishment of Pashudhan Seva Kendra (PSK) (Convergence with peer department)
Deworming to reduce worm load and enhance disease resistance. (Convergence with peer department)
Distribution of mineral mixture. (Convergence with peer department)
Free of Cost Vaccination in IWMP area Livestock for H.S., B.Q., F.M.D., PPR, ETV and Sheep Pox.
Ensure Hygenic measures to check Zonosis.(DAH/ IWMP)
Construction of Animal Sheds with Manger and Portable Manger With accessories
Provision of Cattle Water Troughs.
Infertility Management: To ensure Livestock’s Productivity
Expansion of AI Coverage/ reduction in no.of infertile females.
PCPD+ COMBAT INFERTILITY+ CAMPS INFERTILITY RLDB+ CAMPS INFERTILITY SC COMPONENT
Breed Improvement: To ensure Livestock’s Productivity enhancement
A.I. (Convergence with peer department)
Incentive based Mass Castration at Door Step of Scrub Bulls to Check ND Recycling.
Registration of bulls (Convergence with peer department)
Bull / Buck Distribution for NS-.Gir, Murrah And Sirohi /Jamunapari Breed Bulls/ Bucks Should Be Distributed For 3yrs 6 (3 In Each Iwmp Area, Where Ever A.I. Facility Is Not Available Round’s O Clock. On 100% Subsidized Rate To WC.
Financial Incentive to the Inseminator for Calf Borns.
Convergence with peer Department/DAH/Agriculture/ATMA/ Board/ Trust/ Goseva
An Assistance to control Malnutrition: Protein Supplementation
45
Feed & fodder production enhancement.
ANNUAL ACTION PLAN : PIA will prepare annual action plan in the month of January indicating
outgoing liabilities as well as new projects which they wish to take during next financial years & will
submit to PM(WCDC). These plans will be placed for approval at P.S. (Standing Committee of
Production and Agriculture) & Z.P. (Standing Committee of Production) level every year. While
preparing Annual Action Plan (AAP) if rates of labour or material in DPR increased or decreased
changed rates will be applicable for preparing AAP & the effect of same can be met by converging
the remaining works with other schemes.
46
Proposed Development Plan
Activity
Unit
Unit C
ost
Dabla Gharta Kundiya Kalan Kasoriya Total
Quantity
Total Cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution
Quantity
Total Cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution
Quantity
Total Cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution
Quantity
Total Cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution
Total Cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution
Admn. 66.936 66.936 0 0 Monitoring 6.694 6.694 0 0 Evaluation 6.694 6.694 0 0 EPA 6.754 6.754 0 0 3.202 3.202 0 0 1.056 1.056 0 0 15.763 15.763 0 0 26.775 26.775 0 0 I & CB 33.468 33.468 0 0 DPR 6.694 6.694 0 0 Total (A) 6.754 6.754 0 0 3.202 3.202 0 0 1.056 1.056 0 0 15.763 15.763 0 0 147.261 147.261 0 0 (B) Natural resource management (56%) Conservation measures for arable land(private land)
Earthen Bund 0.6mh Ha 698 59.912 22.500 37.412
2.25 283
23.942 10.500 13.442
1.05 120
10.368 3.600 6.768
0.36 1659 143.311 49.875 93.436
4.9875 237.533 86.475 151.058
8.6475
Weste Weir No No 10 1.380 1.380 0.000 0.138 8 1.104 1.104 0.000 0.1104 4 0.552 0.552 0.000 0.0552 18 2.484 2.484 0.000 0.2484 5.520 5.52 0 0.552
Tanka/Khet talai No 6 4.482 4.482 0.000 0.4482 5 3.777 2.241 1.536 0.2241 8 6.102 1.494 4.608 0.1494 22 16.602 10.458 6.144 1.0458 30.963 18.675 12.288 1.8675
Bank Stabilisation/ Peripheral Bunds KM 2 0.790 0.790 0.000
0 1 0.790 0.790 0.000
0 1 0.790 0.790 0.000
0 1 1.580 1.580 0.000
0 3.950 3.95 0
0
Weste Weir No No 3 0.471 0.471 0.000 0 2 0.314 0.314 0.000 0 2 0.314 0.314 0.000 0 2 0.314 0.314 0.000 0 1.413 1.413 0 0
Conservation measures for non arable land
0
Pasture Development (Govt.) Ha 30 23.256 23.256 0.000
0 20
15.504 15.504 0.000
0 0 0.000 0.000 0.000
0 100 77.521 77.521 0.000
0 116.281 116.281 0
0
Pasture Development (Pvt.) Ha 16 1.104 1.104 0.000
0 14 0.966 0.966 0.000
0 6 0.414 0.414 0.000
0 15 1.035 1.035 0.000
0 3.519 3.519 0
0
V - ditch Ha 150 15.050 9.900 5.150 0 50 4.950 4.950 0.000 0 0 0.000 0.000 0.000 0 200 20.000 14.850 5.150 0 40.000 29.7 10.3 0 Water Harvesting Structure No 7 14.000 14.000 0.000
0 1 2.000 2.000 0.000
0 1 2.000 2.000 0.000
0 10 20.000 20.000 0.000
0 38.000 38 0
0
Road Site Plantation KM 3 3.645 0.595 3.050 0 2 2.425 0.595 1.830 0 3 3.630 1.190 2.440 0 3 3.630 1.190 2.440 0 13.330 3.57 9.76 0
Drainage line treatment 0
Masonary Check Dam No 5 2.112 2.112 0.000 0 2 0.858 0.858 0.000 0 1 0.430 0.430 0.000 0 6 2.520 2.520 0.000 0 5.920 5.92 0 0
WHS (1.00) No 24 6.000 6.000 0.000 0 3 3.000 3.000 0.000 0 2 2.000 2.000 0.000 0 13 13.000 13.000 0.000 0 24.000 24 0 0 WHS (2.00) No 11 4.000 4.000 0.000 0 1 2.000 2.000 0.000 0 1 2.000 2.000 0.000 0 7 14.000 14.000 0.000 0 22.000 22 0 0 Medium Masonary Structure No 5 3.960 3.960 0.000
0 0 0.000 0.000 0.000
0 0 0.000 0.000 0.000
0 3 11.858 11.858 0.000
0 15.818 15.818 0
0
Total (B) 970 140.16 94.55 45.61 2.84 392.00 61.63 44.82 16.81 1.38 149 28.60 14.78 13.82 0.56 2059 327.86 220.69 107.17 6.28 558.25 374.841 183.406 11.07
( C ) (C) Lively Hood Activities (9%)
47
Production measures for arable land
Revolving Fund to SHG (60% minimum) No 0.25 34 8.492 8.492 0.000 0 19 4.750 4.750 0.000 0 8 2.000 2.000 0.000 0 86 21.500 21.500 0.000 0 36.742 36.742 0 0 Enterprising invidual (10%Maximum) No 0.25 6 1.500 1.500 0.000 0 3 0.750 0.750 0.000 0 1 0.250 0.250 0.000 0 14 3.500 3.500 0.000 0 6.000 6 0 0 SHG or federation of SHGs individual (30% minimum) No 1.75 3 5.25 5.25 0.000 0 1 1.75 1.75 0.000 0 0 0 0 0.000 0 6 10.5 10.5 0.000 0 17.500 17.5 0 0
Total (C) 43 15.242 15.242 0.0 0 23 7.25 7.25 0.0 0 9 2.25 2.25 0.0 0 106 35.5 35.5 0.0 0 60.242 60.242 0 0
(D) Production System activities (10%)
A.I. No 0.002 760 1.14 1.14 0.000 0.228 220 0.33 0.33 0.000 0.066 240 0.36 0.36 0 0.072 840 1.26 1.26 0.000 0.252 3.090 3.09 0 0.618 A.H. camp No 0.24 8 1.92 0 1.920 0 8 1.92 0 1.920 0 8 1.92 0 1.92 0 8 1.92 0 1.920 0 7.680 0 7.68 0 Manger No 0.008 60 0.48 0.48 0.000 0.096 40 0.32 0.32 0.000 0.064 25 0.2 0.2 0 0.04 65 0.52 0.52 0.000 0.104 1.520 1.52 0 0.304 Kharif No 130 3.000 3.000 0.000 0.6 66 1.509 1.509 0.000 0.3018 22 0.500 0.500 0 0.1 269 6.230 6.230 0.000 1.246 11.239 11.239 0 2.2478 Rabi No 78 2.000 2.000 0.000 0.4 39 1.000 1.000 0.000 0.2 26 0.660 0.660 0 0.132 167 4.253 4.253 0.000 0.8506 7.913 7.913 0 1.5826 Fodder No 0.01 180 1.800 1.800 0.000 0.36 60 0.600 0.600 0.000 0.12 0 0.000 0.000 0 0 468 4.680 4.680 0.000 0.936 7.080 7.08 0 1.416
Horticulture plantation Ha 10 5.400 2.400 3.000 0.48 4 2.160 0.960 1.200 0.192 1 0.540 0.240 0.3 0.048 15 3.660 3.600 0.060 0.72 11.760 7.2 4.56 1.44
Nedap Compost No 10 0.200 0.200 0.000 0.04 10 0.200 0.200 0.000 0.04 0 0.000 0.000 0 0 10 0.200 0.200 0.000 0.04 0.600 0.6 0 0.12
Vegetables No 263 2.630 2.630 0.000 0.526 75 0.750 0.750 0.000 0.15 38 0.380 0.380 0 0.076 650 6.500 6.500 0.000 1.3 10.260 10.26 0 2.052 Vermi compost No 0 0.000 0.000 0.000 0 0 0.000 0.000 0.000 0 0 0.000 0.000 0 0 5 1.200 1.200 0.000 0.24 1.200 1.2 0 0.24
poultry No 28 42.000 0.000 42.000 0 12
18.000 0.000 18.000 0 12
18.000 0.000 18 0 12 18.000 0.000 18.000 0 96.000 0 96
0
Alovira on Farm Bunding Ha 693 14.413 2.200 12.213 0.44 278 5.773 1.300 4.473 0.26 120 2.500 0.300 2.2 0.06 1644 34.131 7.860 26.271 1.572 56.817 11.66 45.157
2.332
Alovira + Karonda on Farm Bunding Ha 5 1.034 1.034 0.000 0.2068 5 1.035 1.035 0.000 0.207 0 0.000 0.000 0 0 15 3.106 3.106 0.000 0.6212 5.175 5.175 0 1.035
Total (D) 2225 76.017 16.884 59.133 3.3768 817
33.597 8.004 25.593 1.6008 492 25.06 2.64 22.42 0.528 4168 85.66 39.409 46.251 7.8818 220.334 66.937 153.397
13.3874
(E) Consolidation 20.081 20.081 0 0
Grand Total 3238 238.18 133.43 104.75 6.21 1232.00
105.68 63.28 42.40 2.99 650 56.97 20.73 36.24 1.09 6333 464.78 311.36 153.42 14.16 1006.17 669.362 336.803 24.45
Signatures
Project Manager, WCDC Distt. ------------------
48
CHAPTER -I V Activity wise Total Abstract of cost
xfrfof/k dk uke
TOTAL TARGET From W/S Other Scheme
Beneficiary Contribution Name of Other Scheme
HkkSfrd y{; ;wfuV w/s+other HkkSfrd
y{; nj foRrh; y{;
HkkSfrd y{; nj
foRrh; y{;
iz'kklfud ykxr 66.936 66.936 0.000 eksfuVfjax 6.694 6.694 0.000 boksY;q'ku 6.694 6.694 0.000 izos'k fcUnq xfrfof/k 26.774 26.774 0.000
laLFkku o {kerk fuekZ.k 33.468 33.468 0.000
foLr̀r ifj;kstuk izfrosnu 6.694 6.694 0.000 mi;ksx 147.259 0 147.259 0 0.000
tyxzg.k fodkl dk;Z pj.k df̀"k Hkwfe dk;Z ¼vflafpr½ 0.000 CVH(NRM) Ha.SC/ST/BPL 1221 Ha 114.774 1221 0.094 114.774 0 MNREGS
CVH(NRM) Ha. Other 1539 Ha 122.759 1153 0.075 86.475 386 0.094 36.284 8.647 Weste Weir No 40 No 5.520 40 0.138 5.520 0 0.000 0.552 Farm Pond No. 41 No 30.931 25 0.747 18.675 16 0.766 12.256 1.868 MNREGS ¼vdf̀"k Hkwfe½ pjkxkg fodkl Ha. 150 Ha 116.282 150 0.775 116.282 0 0.000 0
pjkxkg fodkl Ha.(Private Farmer) 51 Ha 3.519 51 0.069 3.519 0 0.000 0
Nadi in P.D. Area & weste land 19 No 38.000 19 2.000 38.000 0 0.000 0
Open Contour Trench Ha 400 Ha 40.000 300 0.099 29.700 100 0.103 10.300 0 MNREGS
Road Side Plantation 11 Km 13.330 3 1.190 3.570 8 1.220 9.760 0 MNREGS ukyk mipkj dk;Z Bank Stabelization 2.5 Km 3.950 2.5 1.580 3.950 0 0.000 0.000 0 MNREGS Weste Weir No 9 No 1.413 9 0.157 1.413 0 0.000 0 Masonery Check Dam 14 No 5.898 14 0.420 5.898 0 0.000 0 MNREGS WHS (1.00) 24 24.000 24 1.000 24.000 0 0.000 0 MNREGS WHS (2.00) 11 22.000 11 2.000 22.000 0 0.000 0 MNREGS Medium Masonary Structure 4 No 15.840 4 3.960 15.840 0 0.000 0 MNREGS
mi;ksx 558.216 1806 374.842 1731 183.374 Lively Hood Activities
Lo;a lgk;rk lewg (R/F.) 147 No 36.742 147 0.25 36.742 0 0 W/S R.F. to Indivisual enterencure 24 No 6.000 24 0.25 6.000 0 0 W/S
Grant in Add. to Fedration 10 No 17.500 10 1.75 17.500 0 0.000 0 W/S
eqxhZikyu 64 No 96.000 0.000 64 1.50 96.000 0 ANIMAL HUSBANDRY eNyh ikyu 21 No 105.000 0.000 21 5.00 105.000 0 FISHARIES DEPTT. mPp f’k{kk 358 No 35.800 0.000 358 0.10 35.800 0 SOCIAL WALFAIR rduhdh izf’k{k.k 623 No 62.300 0.000 623 0.10 62.300 0 RUDSET/ILFS lkekftd lgk;rk 483 No 16.905 0.000 483 0.04 16.905 0 SOCIAL WALFAIR i'kq chek ;kstuk 2681 No 10.724 0.000 2681 0.004 10.724 0 ANIMAL HUSBANDRY
mi;ksx 386.971 60.242 326.729 Production System Activities 0.00
A.I. 2060 No 3.090 2060 0.0015 3.090 0 0 0.000 0.618 ANIMAL HUSBANDRY A.H.CAMP 10 No 2.400 0 0.240 0.000 10 0 2.400 0 ANIMAL HUSBANDRY
49
Manger 190 Ha 1.520 190 0.008 1.520 0 0 0.000 0.304 [kjhQ No 11.239 487 11.239 0 2.248 jch No 7.913 310 7.913 0 1.583 pkjk izn'kZu 708 Ha 7.080 708 0.010 7.080 0 0.000 0.000 1.416 HORTICULTURE Qynkj ikS/kkjksi.k 30.2 Ha 11.760 30 0.240 7.200 15.2 0.300 4.560 1.44 HORTICULTURE oehZ dEiksLV 5 No 1.200 5 0.240 1.200 0 0.000 0.000 0.24 AGRICULTURE usMsi dEiksLV 30 No 0.600 30 0.020 0.600 0 0.000 0.000 0.12 MNREGS lCth fdVzl 1026 No 10.260 1026 0.010 10.260 0 0.000 0.000 2.052 HORTICULTURE df̀"k Hkwfe (cvh Pro.)sc/st/BPL Alu
1221 Ha 25.641 1221 0.021 25.641 0 MNREGS
df̀"k Hkwfe (cvh Pro.) Other Alu
1514 Ha 31.211 583 0.020 11.660 931 0.021 19.551 2.332 MNREGS
df̀"k Hkwfe (cvh Pro.) Other Alu+Kar 25 Ha 5.175 25 0.207 5.175 0 0.210 0.000 1.035 MNREGS
tSfod ckM+ 111 Ha 17.380 110.7 0.157 17.380 0 OTHERS Qwyksa dh [ksrh 58 Ha 13.824 57.6 0.24 13.824 0 HORTICULTURE elkyk [ksrh 22 Ha 5.033 21.6 0.233 5.033 0 HORTICULTURE vkS"k/kh;k ikSa/kksa dh [ksrh 12 Ha 1.755 11.7 0.15 1.755 0 HORTICULTURE ulZjh LFkkiuk (25000 Forest Plant/- Family) 12 No 3.000 12 0.25 3.000 0 MNREGS
ftIle ls Hkwfe lq/kkj 78 Ha 0.548 78 0.007 0.548 0 AGRICULTURE flapkbZ gsrq ikbZi ykbZu 92 No 13.800 92 0.15 13.800 0 AGRICULTURE fLaizDyj flLVe 31 Ha 13.770 31 0.45 13.770 0 AGRICULTURE fMªi flapkbZ ;kstuk 43 Ha 18.144 43 0.42 18.144 0 AGRICULTURE df̀"k ;a= ¼Lis;j½ 129 No 6.450 129 0.05 6.450 0 AGRICULTURE ikS/k laj{k.k ;a= 110 No 1.100 110 0.01 1.100 0 AGRICULTURE uhe mRiknu 10 No 0.050 10 0.005 0.050 0 MNREGS xzhu gkml LFkkiuk 2 Ha 2.700 2 1.5 2.700 0 HORTICULTURE ckal mRiknu 10 Ha 0.792 10 0.08 0.792 0 HORTICULTURE
Total 217.435 66.937 150.498 dUlksfyM+s'ku pj.k 20.081 20.081
GRAND TOTAL 1329.96 669.36 660.60 24.45 *Tentative and will vary during execution according to beneficiary
Signatures Project Manager, WCDC
Distt. -------------------
50
CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Project Fund
daz- la- xfrfof/k dk uke
o"kZokj ;kstuk
dqy ;ksx y{;
2011 - 12 2012 - 13 2013 - 14 2014 - 15 2015 - 16 2016 - 17
izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ NBoh o"kZ
izfr'kr ek=k nj As Per Annx. ykxr
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% 66.936 4.016 19.411 16.734 13.387 13.387 66.936
(I.) WDT lnL;ks dk ekuns; 19.980 2.220 4.440 4.440 4.440 4.440 19.980
(II.) tyxzg.k desVh ds lfpoks dk ekuns; 5.760 1.440 1.440 1.440 1.440 5.760
(III.) Loa; lsodks dk ekuns; 5.760 1.440 1.440 1.440 1.440 5.760
(IV.) dk;kZy; O;; ¼thi dk fdjk;k½ 35.436 1.796 12.091 9.414 6.067 6.067 35.436
mi;ksx 66.936 0 0.000 0 4.016 0 19.411 0 16.734 0 13.387 0 13.387 0 66.936 2 eksfuVfjax 6.694 3.012 1.673 0.669 1.339 6.694 3 boksY;q'ku 6.694 0.669 2.677 0.0000 3.3468 6.694 mi;ksx 13.387 3.681 4.351 0.669 4.6855 0 13.387 1 izos'k fcUnq xfrfof/k 4% 26.774 0.000 1 lksyj ykbZV 25 23400 5.850 5.850 5.850 2 20.924 20.92 20.924
mi;ksx 26.774 0.000 26.774 0.000 0.000 0.000 0.000 26.774
2 laLFkku o {kerk fuekZ.k 5% 33.468 33.468
mi;ksx 33.468 0.000 2.677 17.403 6.694 3.347 3.347 33.468
6 foLrr̀ ifj;kstuk izfrosnu 1% 6.694 6.694 6.694
mi;ksx 6.694 0.000 6.694 0.000 0.000 0.000 6.694 7 tyxzg.k dk;Z pj.k 0.000
1 tyxzg.k fodkl dk;Z pj.k 56% 374.842 0.000 0.000 133.872 167.34 73.630 0.000 374.842
(I.) df̀"k Hkwfe dk;Z ¼vflafpr½
(i) CVH(NRM) Ha. Sc/st/BPL 0.000 0.000 0 0.000 0 0.000 0 0.000 0.000 0 0.000
CVH(NRM)Ha. Other 1153 7500 86.475 0.000 0.000 373 27.975 425 31.875 355 26.625 0.000 1153 86.475
51
(ii) West weir Na. 40 13800 5.520 0.000 0.000 14 1.932 20 2.760 6 0.828 0.000 40 5.520 (iii) Farm Pond No. 25 74700 18.675 0.000 9 6.723 10 7.470 6 4.482 0.000 25 18.675 (II.) ¼vd̀f"k Hkwfe½ 0 0 0 0 0 0.000
(i) pjkxkg fodkl Ha.(NRM) 150 77521 116.282 0.000 60 46.513 67 51.939 23 17.830 0.000 150 116.282
(ii) pjkxkg fodkl Ha.(Production) 150 0 0.000 47 0.000 66 0.000 37 0.000 0.000 150 0.000
(iii) Nadi in P.D. Area 19 200000 38.000 6 12.000 10 20.000 3 6.000 0.000 19 38.000
(iv) pjkxkg fodkl Ha.(Private farmer) 51 6900 3.519 15 1.035 28 1.932 8 0.552 0.000 51 3.519
(v) Open Contour Trench 300 9900 29.700 100 9.900 145 14.355 55 5.445 0.000 300 29.700
(vi) Bank Stabelization 2.5 158000 3.950 0.2 0.316 1.5 2.370 0.8 1.264 0.000 3 3.950 (vii) West weir Na. 9 15700 1.413 0.000 0.000 3 0.471 3 0.471 3 0.471 0.000 9 1.413
(viii) Road side Plantation 3 119000 3.570 1.45 1.726 1.45 1.726 0.1 0.119 0.000 3 3.570
(IV.) ukyk mipkj dk;Z 0 0 0 0 0 0.000
(i) Masanery Check Dam( 14 42000 5.898 7 2.933 4 1.694 3 1.271 0.000 14 5.898
(ii) WHS (1.00) 24 100000 24.000 8 8.000 13 13.000 3 3.000 0.000 24 24.000 (iii) WHS (2.00) 11 200000 22.000 0.000 0.000 5 10.000 5 10.000 1 2.000 0.000 11 22.000 (iv) WHS (3.00) 4 396000 15.840 0.000 1 3.960 2 7.920 1 3.960 0.000 4 15.840
mi;ksx 0.00 374.842 0.000 0.000 133.483 167.511 73.847 0.000 1956 374.842 2 Lively Hood Activities 9% 60.242 6.694 20.081 20.081 13.387 60.242
(i) Lo;a lgk;rk lewg (R/F.) 147 25000 36.742 0.000 17 4.25 45 11.25 57 14.25 28 6.992 147 36.742
(ii) R.F. to Indivisual enterencure 24 25000 6.000 0.000 1 0.250 6 1.500 7 1.750 10 2.500 24 6.000
(iii) Grant in Add. to Fedration 10 200000 17.5 1 1.75 4 7 2 3.5 3 5.25 10 17.500
mi;ksx 60.242 0.00 0.00 6.25 19.75 19.50 14.74 181 60.242
3 Production System Activities 10% 66.936 13.387 23.428 23.428 6.694 66.936 (I.) A.I. No 2060 150 3.090 470 0.705 590 0.885 620 0.930 380 0.570 2060 3.090 (ii) A.H. CAMP No 0 24000 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
(iii.) Manger No 190 800 1.520 50 0.400 50 0.400 50 0.400 40 0.320 190 1.520 (iv.) [kjhQ No 1308 11.239 321 3.064 326 2.872 343 3.459 318 1.844 1308 11.239 (v.) jch No. 643 7.913 156 1.978 161 1.98 182 2.797 144 1.158 643 7.913 (vi.) pkjk izn'kZu 708 1000 7.080 128 1.280 197 1.970 197 1.970 186 1.860 708 7.080 (vii.) Qynkj ikS/kkjksi.k Ha. 30 24000 7.200 7 1.680 9 2.160 10 2.400 4 0.960 30 7.200
(viii) oehZ dEiksLV No 5 24000 1.200 0 0.000 2 0.480 3 0.720 0 0.000 5 1.200 (IX) usMsi dEiksLV No 30 2000 0.600 2 0.040 9 0.180 13 0.260 6 0.120 30 0.600
52
(X) fdpu xkMZu No 1026 1000 10.260 160 1.600 400 4.000 348 3.480 118 1.180 1026 10.260
(XI.) df̀"k Hkwfe (cvh Pro.) Other 583 2000 11.660 73 1.460 251 5.020 233 4.660 26 0.520 583 11.660
(XII) df̀"k Hkwfe (cvh Pro.) Other 25 20700 5.175 4 0.828 11 2.277 7 1.449 3 0.621 25 5.175
mi;ksx 0.00 66.937 0.000 0.000 13.035 22.224 22.525 9.153 6608 66.937
10 dUlksfyM+s'ku pj.k 20.081 20.081 20.081 dqy ;ksx 669.36 0.00 40.16 193.26 237.26 133.28 65.40 8745 669.36
Signatures Project Manager, WCDC
Distt. -------------------
53
CHAPTER – V Annual Action Plan : The project period can vary from 4 to 7 years and accordingly the table given below be prepared. Also the activities mentioned below are indicative and can vary from project to project. Also this if PIA feels necessary to make it GP Wise it can add pages. Through Convergence Plan
daz- la- xfrfof/k dk uke
o"kZokj ;kstuk
dqy ;ksx y{;
2011 - 12 2012 - 13 2013 - 14 2014 - 15 2015 - 16 2016 - 17
izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ NBoh o"kZ
izfr'kr ek=k nj As Per Annx. ykxr 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;
7 tyxzg.k dk;Z pj.k
1 tyxzg.k fodkl dk;Z pj.k
(I.) df̀"k Hkwfe dk;Z ¼vflafpr½
(i) CVH(NRM) Ha. Sc/st/BPL 1607 9400 151.058 0.000 0.000 535 50.290 536 50.384 536 50.384 0 0.000 1607 151.058
(ii) Farm Pond 16 76600 12.256 0.000 0.000 6 4.596 5 3.830 5 3.830 0 0.000 16 12.256
(iii) Open Contour Trench Ha 100 10300 10.300 0.000 0.000 34 3.502 33 3.399 33 3.399 0 0.000 100 10.300
(iv) Road Side Plantation 8 122000 9.760 0.000 0.000 3 3.660 3 3.660 2 2.440 0 0.000 8 9.760
mi;ksx 183.374 0.000 0.000 62.048 61.273 60.053 0.000 1731 183.374
2 Lively Hood Activities
(i) eqxhZikyu 64 150000 96.000 13 19.500 13 19.500 13 19.500 13 19.500 12 18.000 64 96.000
(ii) eNyh ikyu 21 500000 105.000 5 25.000 4 20.000 4 20.000 4 20.000 4 20.000 21 105.000
(iii) mPp f’k{kk 358 10000 35.800 72 7.200 72 7.200 72 7.200 71 7.100 71 7.100 358 35.800
(iv) rduhdh izf’k{k.k 623 10000 62.300 125 12.500 125 12.500 125 12.500 124 12.400 124 12.400 623 62.300
(v) lkekftd lgk;rk 483 3500 16.905 97 3.395 97 3.395 97 3.395 96 3.360 96 3.360 483 16.905
(vi) i'kq chek ;kstuk 2681 400 10.724 537 2.148 536 2.144 536 2.144 536 2.144 536 2.144 2681 10.724
(vii) Other 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000
mi;ksx 326.729 0.00 69.74 64.74 64.74 64.50 63.00 4230 326.729
3 Production System Activities
(I.) A.H. CAMP 10 24000 2.400 2 0.480 2 0.480 2 0.480 2 0.480 2 0.480 10 2.400
(ii) Qynkj ikS/kkjksi.k Ha. 15.2 30000 4.560 3.2 0.960 3 0.900 3 0.900 3 0.900 3 0.900 15.2 4.560
(ii) df̀"k Hkwfe (cvh Pro.) Other 1221 2100 25.641 245 5.145 244 5.124 244 5.124 244 5.124 244 5.124 1221 25.641
(iii) df̀"k Hkwfe (cvh Pro.) Other 931 2100 19.551 187 3.927 186 3.906 186 3.906 186 3.906 186 3.906 931 19.551
(iv) tSfod ckM+ 110.7 15700 17.380 22 3.476 22 3.476 22 3.476 22 3.476 22 3.476 111 17.380
(v) Qwyksa dh [ksrh 57.6 24000 13.824 12 2.765 12 2.765 12 2.765 12 2.765 12 2.765 58 13.824
54
(vi) elkyk [ksrh 21.6 23300 5.033 4 1.007 4 1.007 4 1.007 4 1.007 4 1.007 22 5.033
(vii) vkS"k/kh;k ikSa/kksa dh [ksrh 11.7 15000 1.755 2 0.351 2 0.351 2 0.351 2 0.351 2 0.351 12 1.755
(viii) ulZjh LFkkiuk (25000 Forest Plant/- Family) 12.0 25000 3.000 3 0.750 3 0.750 2 0.500 2 0.500 2 0.500 12 3.000
(ix) ftIle ls Hkwfe lq/kkj 78.3 700 0.548 16 0.110 16 0.110 16 0.110 16 0.110 16 0.110 78 0.548
(x) flapkbZ gsrq ikbZi ykbZu 92.0 15000 13.800 19 2.850 19 2.850 18 2.700 18 2.700 18 2.700 92 13.800
(xi) fLaizDyj flLVe 30.6 45000 13.770 6 2.790 6 2.745 6 2.745 6 2.745 6 2.745 31 13.770
(xii) fMªi flapkbZ ;kstuk 43.2 42000 18.144 9 3.629 9 3.629 9 3.629 9 3.629 9 3.629 43 18.144
(xiii) df̀"k ;a= ¼Lis;j½ 129.0 5000 6.450 26 1.290 26 1.290 26 1.290 26 1.290 26 1.290 129 6.450
(xiv) ikS/k laj{k.k ;a= 110.0 1000 1.100 22 0.220 22 0.220 22 0.220 22 0.220 22 0.220 110 1.100
(xv) uhe mRiknu 10.0 500 0.050 2 0.010 2 0.010 2 0.010 2 0.010 2 0.010 10 0.050
(xvi) xzhu gkml LFkkiuk 1.8 150000 2.700 1 1.500 0.8 1.200 0 0.000 0 0.000 0 0.000 2 2.700
(xvii) ckal mRiknu 9.9 8000 0.792 2 0.160 2 0.160 2 0.160 2 0.160 2 0.152 10 0.792
(xviii) 0.00 148.098 0.000 30.939 30.492 28.892 28.892 28.884 2896 150.498
dqy ;ksx 658.20 0.00 100.68 157.28 154.90 153.45 91.89 8857 660.60
Signatures Project Manager
Distt. -------------------
55
CHAPTER – VI EXPECTED OUT COMES 1 2 3 4 5 6
S. No. Item Unit of measurement
Pre-project Status
Expected Post-project Status Remarks
1 Status of water table (Depth to Ground water level)
Meters 12.20 11.50
2 Ground water structures repaired/ rejuvenated
No. - -
3 Quality of drinking water Description ALK LINE PURE WATER 4 Availability of drinking water Description 60-65% 80-90% Work in EPA Activity 5 Change in irrigated Area Ha 987 1150 6 Change in cropping/ land use pattern Description 7 Area under agricultural crop Ha I Area under single crop Ha 2947 3100 Ii Area under double crop Ha 987 1150 Iii Area under multiple crop Ha - - 8 Change in cultivated Area Ha 9 yield of major crops of area
Yield of Bajra Kg/ha - - Yield of Wheat Kg/ha 2775 2850 Yield of Gram Kg/ha 840 880 Yield of Mustard Kg/ha 1070 1150
10 production of major crops of area
Production of Bajra ton - - Production of Wheat ton 926.850 951.9 Production of Gram ton 158.360 170.20 Production of Mustard ton 197.400 206.80
11 Area under vegetation Ha 0 9 12 Area under horticulture Ha 16 31 13 Area under fuel Ha 0 150 14 Area under Fodder Ha 3934 4250 15 Fodder production Q 95390 103052 16 Milk production Litres/day 10213 12500 17 SHGs Active No. 13 158 18 No. of enterprising individuals No. 0 24 19 Income for capita per year Rs. in lacs 14700 15500 20 Migration No. 2550 Check 21 SHG Federations formed No. 0 12
56
Critical Assumption
No severe droughts/ unexpected floods/ natural disasters
Adequate funds are allocated for the same and released on time.
There is no significant pest/ disease attack, and if so, then it will have been contained before
irreversible damage is done.
Adverse market conditions do not persist long.
Sound macro-economic and growth conditions continue and the benefits are widely distributed
particularly in the rural areas.
Facilitating agencies and resource providers have the required competent staff so that timely
and appropriate technical advice and services are provided to farmers whenever required.
The Capacity Building Plan is implemented, monitored and modified to address evolving needs
and feedback from participants.
Means of Verification of indicators
Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,
mid-term and end of the project period
Annual participatory assessment by communities during project period.
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
Data maintained by Government department (Revenue, Agriculture, Groundwater, Irrigation,
Animal Husbandry
57
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
provided by the Department are to be used & if not vailable than rates of Agriculture/Horticulture/
Animal Husbandry should be used.
For Livelihood activities, project norms provided by the Department is to be used & if not available
than cost norms of NABARD, NRLM etc can be used.
58
CHAPTER - VIII Enclosures -
b. Location –District, block, village, watershed location map
c. Map of Banera (IWMP-XVII) Project (Watershed Boundary demarcation in cadastral
& Topo Sheet)
d. PRA Map (along with photos & paper drawing)
e. Treatment map (Indicate proposed works)
f. Cadastral Map on watershed boundary
g. Information on Soils, Soil fertility, Land capability, Soil chemical problems like
salinity, alkalinity
h. Land Use Land Cover map
i. Information on existing water harvesting structures & well inventory along with GPS
co-ordinates.
j. High resolution, latest Remote Sensing Satellite data
Documents of Agreements: Proceedings of gram sabha for EPA approval
Proceedings of gram sabha Resolution for committee constitution
Proceedings of gram sabha for DPR approval
Proceeding of Standing Committee of P.S. for DPR approval.
Proceeding of Standing Committee of Z.P. for DPR approval.
Assistant Engineer, PIA
WD&SC P.S.-----------
Project Manager, WCDC
WD&SC.Distt.--------------
:-:-:-:-:-
Latitude :-Longitude :-
:-:- 3.96 Lack
=1 Catch ment Area = 950 Ha.2 Maxmium Rain fall intencity = 6 cm./hr.3 General nature of catchment Area
a. Agricultural land = 550b. Pasture Land = 400 Ha.
4 Height of crest above G.L. = 1.5 M.5 Flood lift = 1.56 Free board = 0.47 Top width of Head wall = 1.28 Bottom width of Head wall = 2.709 Width of concrete Bed = 2.7010 Length of crest = 10 M.11 Percentage slope of land = 0.0212 No. of well benifited = 013 Cost of Project = 396000.00
a. Labour component = 182000.00b. Material component = 214000.00c. Contingency = 11520
Rates are as per BSR (GKN) 2012, Bhilwara
IWMP XVII WATERSHED PROJECT
Name of Site
Macro/Micro No.
GPS position
Name of samiti
Village - DablaTehsil - Banera, District - Bhilwara, State: Rajasthan, India
Basic Data of Project
Type of Structure
Cost of Anicut
DablaR.R.Stone masonary structure
Panchayat Samity Banera
Estimate of AnicutName of Gram Panchayat Dabla
…
Catch ment Area 950 Ha.Maxmium Rain fall intencity 6 Cm/hrGeneral nature of catchment AreaAgricultural land 550Pasture Land 400Height of crest above G.L. 1.5Length of crest 10Percentage slope of land 0.02No. of well benifitedNo of farmer benifitedS.C.S.T.OthersTotal 0Area to be benifitedS.C. 0S.T. 0Others 0Total 0Circle Bhilwara
:-:-
A.I Available crest length 10 Mii Total catchment Area 950 Ha. As per G.T.Sheetiii Peak Runoff Ratea By Rational Method Use when catchment is <1300Ha.
Qp = 0.0276 CIA Q=Run off in m3/sec.C= Coefficient of runoff 0.3
K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 6K = 297881.41 A= Catchment Area in Ha. 950
Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 11000Tc = 319.92 H= Difference in elevation between most remote 15
Name of SiteDabla0
Name of Village
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Design calculation of anicut
Tc = 319.92 H= Difference in elevation between most remote 15 point and and outlet point in meter
Qp= 0.0276 0.30 X 6 X 950Qp = 47.20
b By weir formula
Q = 1.71Lh3/2
47.20 = 1.71 10 h3/2
h 1.97Say h= 1.5
3 Free Board hw= Wave height in meter
Fb= 1.5hw Df= Fetch length in meter 450 Meter.1.5X0.014(Df)
1/2
Fb= 0.45Say Fb= 0.4
B. STRUCTURAL DESGIN1 Head walla Height of Head wall H= 1.5b Top width( Tw) = h P= Sp.ht. Of masonary 2.3b Top width( Tw) = h P= Sp.ht. Of masonary 2.3
(P-1)1/2
Tw= 1.32Top width= 1.2
C. Bottom width Bw Tw+0.8H2.40
So Bottom Width= 2.70 Meter2 Head wall extension
a Length= H+h+1+Fb1.5 + 1.5 + 1 + = 4.00 Meter
= 4b Height of Head Extensionwall = H+h+Fb
1.5 + 1.5 + 0.4 = 3.4 Meterc Top width 0.6 Meterd Bottom Width= 0.5(H+h) = 0.5( 1.5 + 1.5 )= 1.50 Meter
contd..
Bw=
But as per site condition
3 Side walla Length= 1.75H+0.75h+0.45 = 4.2
But as per site condition= 4.0 Meterb Height:
At H.W.End= H+h+Fb 1.5 + 1.5 + 0.4 = 3.4 MeterAt W.W.End= h+fb = 1.5 + 0.4 = 1.9 Meter
c Top width= 0.6 Meterd Bottom width=
At H.W.End= 0.6+0.4(H+h) 1.8 MeterAt W.W.End= 0.6+0.4(1.5h) 1.5 Meter
But taken as= 1.2 Meter4 Wing wall
a Height h+Fb 1.5 + 0.4 = 1.9 Meterb Length= 2.25h 2.25 X 1.5 = 3.38 Meter Say 1.5c Top width 0.6 Meter
Bottom width of wing wall 0.6 Meter5 Apron
a Length= 10 Meterb Width= H+h+Fb 1.5 + 1.5 + 0.4 3.4 Meter Say 2c Thickness 0.8 Meterc Thickness 0.8 Meter
6 Toe walla Length= 10 Meterb Width= 0.3 Meterc Height= 0.2 Meter
C= Coefficient of runoff 0.3I= Intensity of rain fall in cm/hr. 6A= Catchment Area in Ha. 950L=Maxmium length of travel by runoff water in m. 11000H= Difference in elevation between most remote 15H= Difference in elevation between most remote 15 point and and outlet point in meterh= Head over the crest in mtr. 1.97 1.5Df= Fetch length in meter 450Fb =Free board 0.45 0.4Top width Tw= 1.32 1.2Height of cerst 1.5Bottom Width of Head wall Bw 2.4 2.7Lenth of Head wall extension= 4.00 4Length of side wall= 4.20 4Bottom Width of Side wall 1.8 1.2
1.5Length of wing wall 3.38 1.5
:-:-
FREE BODY DIAGRAM
a= 1.2b= 2.70H= 1.5h= 1.5
a
Name of VillageName of Site
Dabla
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
0
H
bb/3 2b/3
cw(H+H)
Specific Wt. Of masonary P = 2.3 T/m3
W(H+h)
X
W1 W2
U
fa
H/3
fbH/3
Specific Wt. Of masonary P = 2.3 T/m3
Specific Wt. of water w = 1 T/m3
Cofficient of uplift pressure c = 0.6cofficient of friction atbed surface and creep length = 0.75Weight of Dam-: =Weight of Dam-:
W1= aHPW1= T 4.14 T
b-a 2.5875 T2
W= W1+W2= 4.14 + 2.5875 = 6.7275 TWater pressure
At Depth h= P1 = wh = 1 X 1.5 = 1.5 T/m2
At Depth H+h= P2 = w(H+h) =1( 1.50 + 1.5 ) = 3.0 T/m2
Force aching due to water pressure I.e. Net horizontal
Water force P1+ P2 2 = 3.375 T/m2
Horizontal water pressure at depth h =Fa= wHh= = 2.25 TAt depth H+h = Fb= P2-P1 = 1.125 T
2Force due to water column at crest F3 = wha= = 1.8 T
H
HP=W2=
H=P=
:-:-
1 Safety against over turningOver turning moment Mo = H H 2
2 3 31.5 1.5 22 3 3
Mo= 6.624
Name of VillageName of Site
Dabla0
STABILITY CHECKS
IWMP XVII WATERSHED PROJECT Village -Dabla
Tehsil - Banera , District - Bhilwara, State: Rajasthan, India
2.702.25 1.125+
bFa + Fb + u
+ 2.43
Mo= 6.624Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)
Mr=Mr= 8.694 + 2.588 + 3.780 = 15.1
Mr 15.062Mo 6.624
Structure is safe against over turning
2 Safety against Rupture from tension
Net Vertical Pressure V = W1+W2+F3-U4.14 + 2.5875 + 1.8 - 2.43 = 6.098
Position of resultant where it cut the baseExcess moment(Mr-Mo) 15.06 - 6.624
6.098
TRUE
3 Safety against crusing
Eccentricity e = b/2-X-0.034
Crusting stress at the toe of theHead wallPc= V (1+_6e/b)
Factor of safety = 2.274 >1.5 Hence
1.38X= Net vertical force = =
Pc= V (1+_6e/b)b
Pc= 2.0888889Pc<<20 Hence it is safe
4 Safety against sliding
Net vertical Force V= 6.0975 TRestorin force = uV = 0.78 X 6.0975 (u=0.65 to 0.75)
4.7621475 TSliding force Net horizontal force= Fa+Fb
2.25 + 1.125 = 3.375 TFactor of safety = Restoring force 4.762
Sliding force 3.375
Hence it is safe
= = 1.411 >1.3 Hence
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
PLAN AND SECTION OF ANICUT
:-:-
Ac
4 10.0 4
H.W.Ext.H.W. 1.2
1.2c
S.W.0.6
B 4.0 B
Name of Site
1.50
0.6
0Name of Village Dabla
APRON 2
1.5T.W. 0.3
W.W .
W.W
PLAN1.5A
PLAN
Tehsil - Banera, District - Bhilwara, State: Rajasthan, IndiaVillage - Dabla
IWMP XVII WATERSHED PROJECT
1.9
1.2
1.5
1.9
0.152.7
2
BED LEVEL
20.3
SECTION ON A-A'
0.6
3.4
B.L.1.2
2
1.2
2
C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.
:-:-:-:-:-
Latitude :-Longitude :-
:-:- 3.96 Lack
=1 Catch ment Area = 950 Ha.2 Maxmium Rain fall intencity = 6 cm./hr.3 General nature of catchment Area
a. Agricultural land = 550b. Pasture Land = 400 Ha.
4 Height of crest above G.L. = 1.5 M.5 Flood lift = 1.56 Free board = 0.47 Top width of Head wall = 1.28 Bottom width of Head wall = 2.709 Width of concrete Bed = 2.7010 Length of crest = 10 M.11 Percentage slope of land = 0.0212 No. of well benifited = 013 Cost of Project = 396000.00
a. Labour component = 182000.00b. Material component = 214000.00c. Contingency = 11520
Rates are as per BSR (GKN) 2012, Bhilwara
IWMP XVII WATERSHED PROJECT
Name of Site
Macro/Micro No.
GPS position
Name of samiti
Village - DablaTehsil - Banera, District - Bhilwara, State: Rajasthan, India
Basic Data of Project
Type of Structure
Cost of Anicut
DablaR.R.Stone masonary structure
Panchayat Samity Banera
Estimate of AnicutName of Gram Panchayat Dabla
…
Catch ment Area 950 Ha.Maxmium Rain fall intencity 6 Cm/hrGeneral nature of catchment AreaAgricultural land 550Pasture Land 400Height of crest above G.L. 1.5Length of crest 10Percentage slope of land 0.02No. of well benifitedNo of farmer benifitedS.C.S.T.OthersTotal 0Area to be benifitedS.C. 0S.T. 0Others 0Total 0Circle Bhilwara
:-:-
A.I Available crest length 10 Mii Total catchment Area 950 Ha. As per G.T.Sheetiii Peak Runoff Ratea By Rational Method Use when catchment is <1300Ha.
Qp = 0.0276 CIA Q=Run off in m3/sec.C= Coefficient of runoff 0.3
K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 6K = 297881.41 A= Catchment Area in Ha. 950
Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 11000Tc = 319.92 H= Difference in elevation between most remote 15
Name of SiteDabla0
Name of Village
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Design calculation of anicut
Tc = 319.92 H= Difference in elevation between most remote 15 point and and outlet point in meter
Qp= 0.0276 0.30 X 6 X 950Qp = 47.20
b By weir formula
Q = 1.71Lh3/2
47.20 = 1.71 10 h3/2
h 1.97Say h= 1.5
3 Free Board hw= Wave height in meter
Fb= 1.5hw Df= Fetch length in meter 450 Meter.1.5X0.014(Df)
1/2
Fb= 0.45Say Fb= 0.4
B. STRUCTURAL DESGIN1 Head walla Height of Head wall H= 1.5b Top width( Tw) = h P= Sp.ht. Of masonary 2.3b Top width( Tw) = h P= Sp.ht. Of masonary 2.3
(P-1)1/2
Tw= 1.32Top width= 1.2
C. Bottom width Bw Tw+0.8H2.40
So Bottom Width= 2.70 Meter2 Head wall extension
a Length= H+h+1+Fb1.5 + 1.5 + 1 + = 4.00 Meter
= 4b Height of Head Extensionwall = H+h+Fb
1.5 + 1.5 + 0.4 = 3.4 Meterc Top width 0.6 Meterd Bottom Width= 0.5(H+h) = 0.5( 1.5 + 1.5 )= 1.50 Meter
contd..
Bw=
But as per site condition
3 Side walla Length= 1.75H+0.75h+0.45 = 4.2
But as per site condition= 4.0 Meterb Height:
At H.W.End= H+h+Fb 1.5 + 1.5 + 0.4 = 3.4 MeterAt W.W.End= h+fb = 1.5 + 0.4 = 1.9 Meter
c Top width= 0.6 Meterd Bottom width=
At H.W.End= 0.6+0.4(H+h) 1.8 MeterAt W.W.End= 0.6+0.4(1.5h) 1.5 Meter
But taken as= 1.2 Meter4 Wing wall
a Height h+Fb 1.5 + 0.4 = 1.9 Meterb Length= 2.25h 2.25 X 1.5 = 3.38 Meter Say 1.5c Top width 0.6 Meter
Bottom width of wing wall 0.6 Meter5 Apron
a Length= 10 Meterb Width= H+h+Fb 1.5 + 1.5 + 0.4 3.4 Meter Say 2c Thickness 0.8 Meterc Thickness 0.8 Meter
6 Toe walla Length= 10 Meterb Width= 0.3 Meterc Height= 0.2 Meter
C= Coefficient of runoff 0.3I= Intensity of rain fall in cm/hr. 6A= Catchment Area in Ha. 950L=Maxmium length of travel by runoff water in m. 11000H= Difference in elevation between most remote 15H= Difference in elevation between most remote 15 point and and outlet point in meterh= Head over the crest in mtr. 1.97 1.5Df= Fetch length in meter 450Fb =Free board 0.45 0.4Top width Tw= 1.32 1.2Height of cerst 1.5Bottom Width of Head wall Bw 2.4 2.7Lenth of Head wall extension= 4.00 4Length of side wall= 4.20 4Bottom Width of Side wall 1.8 1.2
1.5Length of wing wall 3.38 1.5
:-:-
FREE BODY DIAGRAM
a= 1.2b= 2.70H= 1.5h= 1.5
a
Name of VillageName of Site
Dabla
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
0
H
bb/3 2b/3
cw(H+H)
Specific Wt. Of masonary P = 2.3 T/m3
W(H+h)
X
W1 W2
U
fa
H/3
fbH/3
Specific Wt. Of masonary P = 2.3 T/m3
Specific Wt. of water w = 1 T/m3
Cofficient of uplift pressure c = 0.6cofficient of friction atbed surface and creep length = 0.75Weight of Dam-: =Weight of Dam-:
W1= aHPW1= T 4.14 T
b-a 2.5875 T2
W= W1+W2= 4.14 + 2.5875 = 6.7275 TWater pressure
At Depth h= P1 = wh = 1 X 1.5 = 1.5 T/m2
At Depth H+h= P2 = w(H+h) =1( 1.50 + 1.5 ) = 3.0 T/m2
Force aching due to water pressure I.e. Net horizontal
Water force P1+ P2 2 = 3.375 T/m2
Horizontal water pressure at depth h =Fa= wHh= = 2.25 TAt depth H+h = Fb= P2-P1 = 1.125 T
2Force due to water column at crest F3 = wha= = 1.8 T
H
HP=W2=
H=P=
:-:-
1 Safety against over turningOver turning moment Mo = H H 2
2 3 31.5 1.5 22 3 3
Mo= 6.624
Name of VillageName of Site
Dabla0
STABILITY CHECKS
IWMP XVII WATERSHED PROJECT Village -Dabla
Tehsil - Banera , District - Bhilwara, State: Rajasthan, India
2.702.25 1.125+
bFa + Fb + u
+ 2.43
Mo= 6.624Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)
Mr=Mr= 8.694 + 2.588 + 3.780 = 15.1
Mr 15.062Mo 6.624
Structure is safe against over turning
2 Safety against Rupture from tension
Net Vertical Pressure V = W1+W2+F3-U4.14 + 2.5875 + 1.8 - 2.43 = 6.098
Position of resultant where it cut the baseExcess moment(Mr-Mo) 15.06 - 6.624
6.098
TRUE
3 Safety against crusing
Eccentricity e = b/2-X-0.034
Crusting stress at the toe of theHead wallPc= V (1+_6e/b)
Factor of safety = 2.274 >1.5 Hence
1.38X= Net vertical force = =
Pc= V (1+_6e/b)b
Pc= 2.0888889Pc<<20 Hence it is safe
4 Safety against sliding
Net vertical Force V= 6.0975 TRestorin force = uV = 0.78 X 6.0975 (u=0.65 to 0.75)
4.7621475 TSliding force Net horizontal force= Fa+Fb
2.25 + 1.125 = 3.375 TFactor of safety = Restoring force 4.762
Sliding force 3.375
Hence it is safe
= = 1.411 >1.3 Hence
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
PLAN AND SECTION OF ANICUT
:-:-
Ac
4 10.0 4
H.W.Ext.H.W. 1.2
1.2c
S.W.0.6
B 4.0 B
Name of Site
1.50
0.6
0Name of Village Dabla
APRON 2
1.5T.W. 0.3
W.W .
W.W
PLAN1.5A
PLAN
Tehsil - Banera, District - Bhilwara, State: Rajasthan, IndiaVillage - Dabla
IWMP XVII WATERSHED PROJECT
1.9
1.2
1.5
1.9
0.152.7
2
BED LEVEL
20.3
SECTION ON A-A'
0.6
3.4
B.L.1.2
2
1.2
2
C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.
:-:-
General features of anicut-:Height of crest= 1.5 M.Length of Crest 10 M.Depth of foundation for H.W. = 2.0 M. 1.5 M.Bottom width of H.W. = 2.7 M. 1.9 M.
1.2 M. Bottom width of Wing wall= 0.9 M.Length of H.W.Ext = 4.0 M. Depth of foundation for Wing wall = 1.0 M.Height of H.W.Ext. at H.W. = 3.4 M. 0.15 M.Top Width of H.W.Ext.= 0.6 M. Top & Bottom width of Toe wall= 0.30 M.Bottom width for H.W.Ext. 1.5 M. Depth of foundation for Toe wall = 0.9 M.Depth of foundation for H.W.Ext.= 1.5 M. 0.8 M.Length of side wall= 4.0 M. 2.0 M.Bottom Width of S.W. 1.20 M.Height of side wall at W.W.End= 1.9 M.Depth of foundation for side wall = 2.0 M.
S.No. No L B H1
2 Total
30 X 7.0 = 210 Sqm.
3
1 30 2 0.3 18
Total 18 Cum.
4
2 30 5 2 600 Cum.5
Total
Berm Cutting 0.00 Cum.H.W. 1 X 10 X 2.9 X 2.0 = 58.00H.W.Ext 2 X 4.0 X 1.5 X 1.5 = 18.00 Cum.S.W. 2 X 4.0 X 1.20 X 2.0 = 19.20 Cum.W.W. 2 X 1.5 X 0.9 X 0.90 = 2.43 Cum.Apron 1 X 10 X 2.0 X 0.75 = 15.00 Cum.T.W. 1 X 10 X 0.30 X 0.9 = 2.70 Cum.
Total 115.331 40% 46.132 30% 34.60
3 30% 34.60
Width of Apron =
Dag belling 5cm. To 7.5cm deep ( As per item no.156page 15 of G.K.N.2012 BSR of Bhilwara circle
contd..
Top of H.W =Height of Wing wall=Length of wing wall=
Cutting and clearing of ordinary jungle includling bushesshrubs and disposal as per instructrion of engineerincharge (As per item no.95 page 10 of G.K.N.2012BSR of Bhilwara circle
Quantity
Earth work excavation for foundation in dry or moist soilincluding ramming of bottom scrapping of sides dipodalof soil intial lift up to 1.5 m and lead up to 30M( As peritem no.2 page 1 of G.K.N.2012 BSR of Bhilwara circle
Excavation in Hard soil (2B)Excavation in ordinary murram (189C)Excavation in Simple rock (2C)
IWMP XVII WATERSHED PROJECT Village - Dabla
Item
Benching of the base and depositing the excavatedmaterial for bund for bund canal dressing etc. allcomponents (As per item no.200B page 18 ofG.K.N.2012 BSR of Bhilwara circle
Earth work excavation for bund in hard dry or moist soilincluding laying in layer of 15cm. Breaking of clodsdressing to require profile with manual compactionincluding intial lift up to 1.5 m and lead up to 30M. ( Asper item no.188B page 17 of G.K.N.2012 BSR ofBhilwara circle
Height of Toewall=
Thickness of Apron=
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Name of VillageName of Site
Dabla0
DETAILED ESTIMATE OF ANICUT
page 15 of G.K.N.2012 BSR of Bhilwara circle
6
H.W. 1 X 10.0 X 2.9 X 0.3 = 8.70 Cum.H.W.Ext 2 X 4 X 1.5 X 0.3 = 3.60 Cum.S.W. 2 X 4 X 1.20 X 0.3 = 2.88 Cum.W.W. 2 X 1.5 X 0.9 X 0.3 = 0.81 Cum.Apron 1 X 10.0 X 2.0 X 0.3 = 6.00 Cum.T.W. 1 X 10.0 X 0.30 X 0.3 = 0.90 Cum.
Total 22.897
H.W. 1 X 10.0 X 2.7 X 1.7 = 45.90 Cum.H.W.Ext 2 X 4.0 X 1.5 X 1.2 = 14.40 Cum.
S.W. 2 X 4.0 X 1.20 X 1.7 = 16.32 Cum.
W.W. 2 X 1.5 X 0.9 X 0.6 = 1.62 Cum.
T.W. 1 X 10.0 X 0.15 X 0.6 = 0.90 Cum.
Total 79.14 Cum.8
H.W. 1 X 10.0 X 1.95 X 1.5 = 29.25 Cum.H.W.Ext 2 X 4.0 X 1.05 X 3.4 = 28.56 Cum.S.W. 2 X 4.0 X 0.9 X 2.65 = 19.08 Cum.W.W. 2 X 1.5 X 0.9 X 1.9 = 5.13 Cum.
T.W. 1 X 10.0 X 0.30 X 0.15 = 0.45 Cum.
Total 82.47 Cum.9
Apron 1 X 10.0 X 2.0 X 0.45 9.00 Cum.Total 9.00 Cum.
10
H.W. 1 X 10.0 X 1.2 X 0.05 = 0.60 Cum.H.W.Ext 2 X 4.0 X 0.6 X 0.05 = 0.24 Cum.S.W. 2 X 4.0 X 0.6 X 0.05 = 0.24 Cum.W.W. 2 X 1.5 X 0.9 X 0.05 = 0.14 Cum.T.W. 1 X 10.0 X 0.30 X 0.05 = 0.15 Cum.
Total 1.37 Cum.11
H.W. 1 X 10.0 X 2.12 = 21.21 Sqm.Total 21.21 Sqm.
12
H.W. 1 X 10.0 X 5.2 = 52.00H.W.Ext. 2 X 4.0 X 4.0 = 32.00S.S 2 X 4.0 X 4.0 = 32.00W.W. 2 X 1.5 X 2.5 = 7.50T.W. 2 X 10.0 X 0.2 = 3.00
Total = 126.50
131 20 2 40.00
Sqm
Stone Kharanja in cement mortar 1:6 for bed and floorincluding cpaction etc. complete apron( As per itemno.190 page 17 of G.K.N.2012 BSR of Bhilwara circle
Random rubble stone masonary for Super structure for wall above 30 cm. Thick in cement sand mortar(1:6)( As per item no.190A page 17 of G.K.N.2012 BSR of Bhilwara circle
Providing and laying of cement concrete well mixed incement mortar 1:2:4 laying in position completeexcluding curing with maxmium size of aggregate up to20 mm.etc. complete ( As per item no.194 page 17 ofG.K.N.2012 BSR of Bhilwara circle
Dry stone pitching of Hammer dressed witch packing ofvoids of small stone including all lifts in require profile(23 cm depth) ( As per item no.198 page 18 ofG.K.N.2012 BSR of Bhilwara circle
25 m.m thick plastering on new surface in cement mortar(1:4)( As per item no.70A page 8 of G.K.N.2012 BSR ofBhilwara circle
Flush pointing in cement motar (1:3)( As per item no.74Apage 8 of G.K.N.2012 BSR of Bhilwara circle
Providing and laying of cement concrete well mixed incement mortar 1:4:8 laying in position completeexcluding curing with maxmium size of aggregate up to50 mm. ( As per item no.191 page 17 of G.K.N.2012BSR of Bhilwara circle
Random rubble stone masonary for foundation & plinth cement sand mortar(1:6) for above 30 cm. Thick wall( As per item no.190A page 17 of G.K.N.2012 BSR of Bhilwara circle
:-:-
Quatity UnitLabour [LC+MC]Total
1 Labour cost Total Cost
0.00 Cum. 1.00 1.00 0.00 0
2
210 Sqm. 1.36 1.36 285.60 285.63
18 Cum. 85.00 85.00 1530.00 15304
600 Cum. 85.00 85.00 51000.00 510005
115.33 Cum. 0
46.13 Cum. 91.00 91.00 4198.01 4198.01
34.60 Cum. 99.00 99.00 3425.30 3425.3034.60 Cum. 134.00 134.00 4636.27 4636.266
6
22.89 Cum. 320 1705.00 7324.80 39027.45
779.14 Cum. 357 1265.00 28252.98 100112.1
8
82.47 Cum. 357 1265.00 29441.79 104324.559
9.00 Cum. 357 1265.00 3213.00 1138510
Abstract of Cost of Anicut
Name of VillageName of Site
Dabla0
Rate Amount
Cutting and clearing of ordinary jungleincludling bushes shrubs and disposal as perinstructrion of engineer incharge (As per itemno.95 page 10 of G.K.N.2012 BSR of Bhilwaracircle
Stone Kharanja in cement mortar 1:6 for bedand floor including cpaction etc. completeapron( As per item no.190 page 17 ofG.K.N.2012 BSR of Bhilwara circle
Benching of the base and depositing theexcavated material for bund for bund canaldressing etc. all components (As per itemno.200B page 18 of G.K.N.2012 BSR ofBhilwara circle
Earth work excavation for bund in hard dry ormoist soil including laying in layer of 15cm.Breaking of clods dressing to require profilewith manual compaction including intial lift upto 1.5 m and lead up to 30M. ( As per itemno.188B page 17 of G.K.N.2012 BSR ofBhilwara circle
Excavation in Simple rock (2C)
Providing and laying of cement concrete wellmixed in cement mortar 1:4:8 laying in positioncomplete excluding curing with maxmium sizeof aggregate up to 50 mm. ( As per itemno.191 page 17 of G.K.N.2012 BSR ofBhilwara circle
Random rubble stone masonary for foundation& plinth cement sand mortar(1:6) for above 30cm. Thick wall( As per item no.190A page 17of G.K.N.2012 BSR of Bhilwara circle
Random rubble stone masonary for Superstructure for wall above 30 cm. Thick in cementsand mortar(1:6)( As per item no.190A page17 of G.K.N.2012 BSR of Bhilwara circle
S.No.Item
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Dag belling 5cm. To 7.5cm deep ( As per itemno.156 page 15 of G.K.N.2012 BSR ofBhilwara circle
Providing and laying of cement concrete wellmixed in cement mortar 1:2:4 laying in positioncomplete excluding curing with maxmium sizeof aggregate up to 20 mm.etc. complete ( As per item no.194 page 17 of
Earth work excavation for foundation in dry ormoist soil including ramming of bottomscrapping of sides dipodal of soil intial lift up to1.5 m and lead up to 30M( As per item no.2page 1 of G.K.N.2012 BSR of Bhilwara circle
Excavation in Hard soil (2B)
Excavation in ordinary murram (189C)
1.37 Cum. 316 2638.00 431.34 3600.87
11 21.21 Sqm. 40.1 49.10 850.65 1041.5683
12126.50 Sqm. 68.9 138.00 8715.85 17457
13
40.00 Sqm. 105.5 203.00 4220.00 8120Total 147525.588 350143.72
33871.8751 33871.875181397.464 384015.59
Say Rs 181397 384016Contingency 3% 11520
TOTAL 181397 395536Total Cost rounded of 396000
Labour cost 182000Meterial cost 214000
Flush pointing in cement motar (1:3)( As per item no.74A page 8 of G.K.N.2012 BSR of Bhilwara circle
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
etc. complete ( As per item no.194 page 17 ofG.K.N.2012 BSR of Bhilwara circle
25 m.m thick plastering on new surface incement mortar (1:4)( As per item no.70A page8 of G.K.N.2012 BSR of Bhilwara circle
Dry stone pitching of Hammer dressed witchpacking of voids of small stone including all liftsin require profile (23 cm depth) ( As per itemno.198 page 18 of G.K.N.2012 BSR ofBhilwara circle
Quantity Cement Sand Aggrigate StoneCum / Sqm Begs Cum Cum Cum
1 Cement Concrete (1:4:8) 22.890 73.25 10.76 21.52 _2 Plaster in C.C. (1:4) 126.500 21.51 4.05 _ _3 Massonary in Cement mortar (1:6) 161.610 226.25 69.17 _ 177.774 Pointing in Cement 21.213 0.87 0.09 _ _5 Stone Kharanja in cement mortar (1:6) 9.000 12.6 3.375 _ 10.86 Cement concrete coping(1:2:4) 1.37 7.97 0.61 1.237 Dry Stone Pitching 40.000 _ _ _ 44.00
TOTAL 342.45 88.05 22.75 232.57 Say Bags 343
or 17.15 MT.
1 Cement 17.15 MT.2 Sand 88.05 Cum.3 Stones 232.57 Cum.4 Aggregates 22.75 Cum.
Material Statement
ITEMS.No.
IWMP XVII WATERSHED PROJECT Village - Dabla
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Name of Village :-Name of Site :-
Dabla0
:-:-:-:-:-
Latitude :-Longitude :-
:-:- 3.62 Lack
=1 Catch ment Area = 550 Ha.2 Maxmium Rain fall intencity = 6 cm./hr.3 General nature of catchment Area
a. Agricultural land = 350b. Pasture Land = 200 Ha.
4 Height of crest above G.L. = 1.5 M.5 Flood lift = 1.56 Free board = 0.47 Top width of Head wall = 1.28 Bottom width of Head wall = 2.709 Width of concrete Bed = 2.7010 Length of crest = 8 M.11 Percentage slope of land = 0.0212 No. of well benifited = 013 Cost of Project = 362000.00
a. Labour component = 170000.00b. Material component = 192000.00c. Contingency = 10533
Rates are as per BSR (GKN) 2012, Bhilwara
IWMP XVII WATERSHED PROJECT
Name of Site
Macro/Micro No.
GPS position
Name of samiti
Village - KasoriyaTehsil - Banera, District - Bhilwara, State: Rajasthan, India
Basic Data of Project
Type of Structure
Cost of Anicut
KasoriyaR.R.Stone masonary structure
Panchayat Samity Banera
Estimate of AnicutName of Gram Panchayat Kasoriya
…
Catch ment Area 550 Ha.Maxmium Rain fall intencity 6 Cm/hrGeneral nature of catchment AreaAgricultural land 350Pasture Land 200Height of crest above G.L. 1.5Length of crest 8Percentage slope of land 0.02No. of well benifitedNo of farmer benifitedS.C.S.T.OthersTotal 0Area to be benifitedS.C. 0S.T. 0Others 0Total 0Circle Bhilwara
:-:-
A.I Available crest length 8 Mii Total catchment Area 550 Ha. As per G.T.Sheetiii Peak Runoff Ratea By Rational Method Use when catchment is <1300Ha.
Qp = 0.0276 CIA Q=Run off in m3/sec.C= Coefficient of runoff 0.3
K = L3/2/H1/2 I= Intensity of rain fall in cm/hr. 6K = 29047.38 A= Catchment Area in Ha. 550
Tc = 0.0195K0.77 L=Maxmium length of travel by runoff water in m. 1500Tc = 53.29 H= Difference in elevation between most remote 4
Design calculation of anicut
Name of SiteKasoriya0
Name of Village
IWMP XVII WATERSHED PROJECT Village - Kasoriya
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
Tc = 53.29 H= Difference in elevation between most remote 4 point and and outlet point in meter
Qp= 0.0276 0.30 X 6 X 550Qp = 27.32
b By weir formula
Q = 1.71Lh3/2
27.32 = 1.71 8 h3/2
h 1.59Say h= 1.5
3 Free Board hw= Wave height in meter
Fb= 1.5hw Df= Fetch length in meter 350 Meter.1.5X0.014(Df)
1/2
Fb= 0.39Say Fb= 0.4
B. STRUCTURAL DESGIN1 Head walla Height of Head wall H= 1.5b Top width( Tw) = h P= Sp.ht. Of masonary 2.3b Top width( Tw) = h P= Sp.ht. Of masonary 2.3
(P-1)1/2
Tw= 1.32Top width= 1.2
C. Bottom width Bw Tw+0.8H2.40
So Bottom Width= 2.70 Meter2 Head wall extension
a Length= H+h+1+Fb1.5 + 1.5 + 1 + = 4.00 Meter
= 4b Height of Head Extensionwall = H+h+Fb
1.5 + 1.5 + 0.4 = 3.4 Meterc Top width 0.6 Meterd Bottom Width= 0.5(H+h) = 0.5( 1.5 + 1.5 )= 1.50 Meter
Bw=
But as per site condition
contd..
3 Side walla Length= 1.75H+0.75h+0.45 = 4.2
But as per site condition= 4.0 Meterb Height:
At H.W.End= H+h+Fb 1.5 + 1.5 + 0.4 = 3.4 MeterAt W.W.End= h+fb = 1.5 + 0.4 = 1.9 Meter
c Top width= 0.6 Meterd Bottom width=
At H.W.End= 0.6+0.4(H+h) 1.8 MeterAt W.W.End= 0.6+0.4(1.5h) 1.5 Meter
But taken as= 1.2 Meter4 Wing wall
a Height h+Fb 1.5 + 0.4 = 1.9 Meterb Length= 2.25h 2.25 X 1.5 = 3.38 Meter Say 1.5c Top width 0.6 Meter
Bottom width of wing wall 0.6 Meter5 Apron
a Length= 8 Meterb Width= H+h+Fb 1.5 + 1.5 + 0.4 3.4 Meter Say 2c Thickness 0.8 Meterc Thickness 0.8 Meter
6 Toe walla Length= 8 Meterb Width= 0.3 Meterc Height= 0.2 Meter
C= Coefficient of runoff 0.3I= Intensity of rain fall in cm/hr. 6A= Catchment Area in Ha. 550L=Maxmium length of travel by runoff water in m. 1500H= Difference in elevation between most remote 4H= Difference in elevation between most remote 4 point and and outlet point in meterh= Head over the crest in mtr. 1.59 1.5Df= Fetch length in meter 350Fb =Free board 0.39 0.4Top width Tw= 1.32 1.2Height of cerst 1.5Bottom Width of Head wall Bw 2.4 2.7Lenth of Head wall extension= 4.00 4Length of side wall= 4.20 4Bottom Width of Side wall 1.8 1.2
1.5Length of wing wall 3.38 1.5
:-:-
FREE BODY DIAGRAM
a= 1.2b= 2.70H= 1.5h= 1.5
a
Name of VillageName of Site
Kasoriya
IWMP XVII WATERSHED PROJECT Village - Kasoriya
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
0
H
bb/3 2b/3
cw(H+H)
Specific Wt. Of masonary P = 2.3 T/m3
W(H+h)
X
W1 W2
U
fa
H/3
fbH/3
Specific Wt. Of masonary P = 2.3 T/m3
Specific Wt. of water w = 1 T/m3
Cofficient of uplift pressure c = 0.6cofficient of friction atbed surface and creep length = 0.75Weight of Dam-: =Weight of Dam-:
W1= aHPW1= T 4.14 T
b-a 2.5875 T2
W= W1+W2= 4.14 + 2.5875 = 6.7275 TWater pressure
At Depth h= P1 = wh = 1 X 1.5 = 1.5 T/m2
At Depth H+h= P2 = w(H+h) =1( 1.50 + 1.5 ) = 3.0 T/m2
Force aching due to water pressure I.e. Net horizontal
Water force P1+ P2 2 = 3.375 T/m2
Horizontal water pressure at depth h =Fa= wHh= = 2.25 TAt depth H+h = Fb= P2-P1 = 1.125 T
2Force due to water column at crest F3 = wha= = 1.8 T
H
HP=W2=
H=P=
:-:-
1 Safety against over turningOver turning moment Mo = H H 2
2 3 31.5 1.5 22 3 3
Mo= 6.624
Name of VillageName of Site
Kasoriya0
STABILITY CHECKS
IWMP XVII WATERSHED PROJECT Village -Kasoriya
Tehsil - Banera , District - Bhilwara, State: Rajasthan, India
2.702.25 1.125+
bFa + Fb + u
+ 2.43
Mo= 6.624Restoring Moment Mr = W1 (b-a/2) + W2 (b-a)2/3 + F3 (b-a/2)
Mr=Mr= 8.694 + 2.588 + 3.780 = 15.1
Mr 15.062Mo 6.624
Structure is safe against over turning
2 Safety against Rupture from tension
Net Vertical Pressure V = W1+W2+F3-U4.14 + 2.5875 + 1.8 - 2.43 = 6.098
Position of resultant where it cut the baseExcess moment(Mr-Mo) 15.06 - 6.624
6.098
TRUE
3 Safety against crusing
Eccentricity e = b/2-X-0.034
Crusting stress at the toe of theHead wallPc= V (1+_6e/b)
Factor of safety = 2.274 >1.5 Hence
1.38X= Net vertical force = =
Pc= V (1+_6e/b)b
Pc= 2.0888889Pc<<20 Hence it is safe
4 Safety against sliding
Net vertical Force V= 6.0975 TRestorin force = uV = 0.78 X 6.0975 (u=0.65 to 0.75)
4.7621475 TSliding force Net horizontal force= Fa+Fb
2.25 + 1.125 = 3.375 TFactor of safety = Restoring force 4.762
Sliding force 3.375
Hence it is safe
= = 1.411 >1.3 Hence
PLAN AND SECTION OF ANICUT
IWMP XVII WATERSHED PROJECT Village - Kasoriya
Tehsil - Banera, District - Bhilwara, State: Rajasthan, India
:-:-
Ac
4 8.0 4
H.W.Ext.H.W. 1.2
1.2c
S.W.0.6
B 4.0 B
KasoriyaName of Site
1.50
0.6
0Name of Village
APRON 2
1.5T.W. 0.3
W.W .
W.W
PLAN1.5A
PLAN
IWMP XVII WATERSHED PROJECT
Tehsil - Banera, District - Bhilwara, State: Rajasthan, IndiaVillage - Kasoriya
1.9
1.2
1.5
1.9
0.152.7
2
BED LEVEL
20.3
SECTION ON A-A'
0.6
3.4
B.L.1.2
2
1.2
2
C-C' SECTION ON H.W.Ext.B-B' SECTION OF S.W.
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-6 AT-Branch No-3 Name of Village:- 1 Available crest length 8 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m and
CONTRUCTION OF MASONARY WALL IWMP-XVII
Kasoriya
DETAILED ESTIMATE
intial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 8.00 1.23 1.20 11.81H.W.E 2 2.00 0.60 1.20 2.88Apron 1 8.00 1.50 0.60 7.20
Total (cu.m) 21.89Total Excavation Total 21.89 91.00 1991.81 91.00 1991.81
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 8.00 1.23 0.30 2.95H.W.E 2 2.00 0.60 0.30 0.72Apron 1 8.00 1.50 0.20 2.40
Total 6.07 1705 10352.76 320.00 1943.04Total 6.07 1705 10352.76 320.00 1943.043
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 8.00 1.23 0.90 8.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 8.00 1.50 0.30 3.60
Total 14.62 1180 17246.88 357.00 5217.914 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 8.00 0.99 0.60 4.75H.W.E 2 2.00 0.60 0.60 1.44
Total 6.19 1265 7832.88 357.00 2210.54
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 8.00 0.60 9.60H.W. 1 8.00 0.80 6.40H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 23.38 138 3226.44 68.90 1610.88
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 8.00 0.75 0.075 0.45H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 4.00 1.23 0.075 0.37
Total 1.00 2638 2635.36 316.00 315.68GRAND TOTAL 43286.13 13289.87
3051.35 3051.3546337.48 16341.22
METARIAL 29996.26LABOUR 16341.22
TOTAL 46337.48GRAND TOTAL 46337
Add 3% Contingency Charges 1390TOTAL Rs. 47728Say 47800
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 6.07 19.43 2.73 5.46
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 20.81 29.1 6.24 22.9
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 1.00 6.39 0.45 0.90
7 Dry stone pitching TOTAL 60.2 10.17 6.36 22.9
SAY 60 BAGS 3.01 MT0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
1.23
2.
1.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-5 AT-Branch No-3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.80 M3 Top Width 0.75 M4 Bottom Width 1.39 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m and
CONTRUCTION OF MASONARY WALL IWMP-XVII
Kasoriya
DETAILED ESTIMATE
intial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 6.00 1.39 1.20 10.01H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40
Total (cu.m) 18.29Total Excavation Total 18.29 91.00 1664.21 91.00 1664.21
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 6.00 1.39 0.30 2.50H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80
Total 5.02 1705 8562.51 320.00 1607.04Total 5.02 1705 8562.51 320.00 1607.043
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 6.00 1.39 0.90 7.51H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70
Total 12.37 1180 14591.88 357.00 4414.664 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 6.00 1.07 0.80 5.14H.W.E 2 2.00 0.60 0.80 1.92
Total 7.06 1265 8925.84 357.00 2518.99
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 6.00 0.80 9.60H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 23.38 138 3226.44 68.90 1610.88
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 6.00 0.75 0.075 0.34H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.39 0.075 0.21
Total 0.73 2638 1915.19 316.00 229.42GRAND TOTAL 38886.07 12045.20
2765.58 2765.5841651.64 14810.78
METARIAL 26840.87LABOUR 14810.78
TOTAL 41651.64GRAND TOTAL 41652
Add 3% Contingency Charges 1250TOTAL Rs. 42901Say 43000
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.02 16.07 2.26 4.52
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 19.42 27.2 5.83 21.4
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.73 4.65 0.33 0.65
7 Dry stone pitching TOTAL 53.1 9.16 5.17 21.4
SAY 53 BAGS 2.66 MT
0.75
0.80G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.39
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-4 AT-Branch No-3 Name of Village:- 1 Available crest length 7 M 488002 Hight of structure 0.80 M3 Top Width 0.75 M4 Bottom Width 1.39 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Kasoriya
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 7.00 1.39 1.20 11.68H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30
Total (cu.m) 20.86Total Excavation Total 20.86 91.00 1897.90 91.00 1897.90
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 7.00 1.39 0.30 2.92H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10Apron 1 7.00 1.50 0.20 2.10
Total 5.74 1705 9785.00 320.00 1836.483
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 7.00 1.39 0.90 8.76H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15
Total 14.07 1180 16599.06 357.00 5021.924 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 7.00 1.07 0.80 5.99H.W.E 2 2.00 0.60 0.80 1.92
Total 7.91 1265 10008.68 357.00 2824.58
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 7.00 0.80 11.20H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 25.78 138 3557.64 68.90 1776.24
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 7.00 0.75 0.075 0.39H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.39 0.075 0.31
Total 0.89 2638 2338.59 316.00 280.13GRAND TOTAL 44186.86 13637.26
3131.11 3131.1147317.97 16768.37
METARIAL 30549.60LABOUR 16768.37
TOTAL 47317.97GRAND TOTAL 47318
Add 3% Contingency Charges 1420TOTAL Rs. 48738Say 48800
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.74 18.36 2.58 5.17
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 21.98 30.8 6.59 24.2
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 25.78 5.77 0.82
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.89 5.67 0.40 0.80
7 Dry stone pitching TOTAL 60.6 10.40 5.96 24.2
SAY 61 BAGS 3.03 MT
0.75
0.80G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.39
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-3 AT-Branch No-3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m and
CONTRUCTION OF MASONARY WALL IWMP-XVII
Kasoriya
DETAILED ESTIMATE
intial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 7.00 1.23 1.20 10.33H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30
Total (cu.m) 19.51Total Excavation Total 19.51 91.00 1775.59 91.00 1775.59
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 7.00 1.23 0.30 2.58H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10
Total 5.40 1705 9212.12 320.00 1728.96Total 5.40 1705 9212.12 320.00 1728.963
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 7.00 1.23 0.90 7.75H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15
Total 13.06 1180 15409.62 357.00 4662.064 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 7.00 0.99 0.60 4.16H.W.E 2 2.00 0.60 0.60 1.44
Total 5.60 1265 7081.47 357.00 1998.49
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 7.00 0.60 8.40H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 21.38 138 2950.44 68.90 1473.08
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 7.00 0.75 0.075 0.39H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.23 0.075 0.28
Total 0.85 2638 2243.62 316.00 268.76GRAND TOTAL 38672.86 11906.94
2733.83 2733.8341406.69 14640.77
METARIAL 26765.92LABOUR 14640.77
TOTAL 41406.69GRAND TOTAL 41407
Add 3% Contingency Charges 1242TOTAL Rs. 42649Say 42700
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.40 17.29 2.43 4.86
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 18.66 26.1 5.60 20.5
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.85 5.44 0.38 0.77
7 Dry stone pitching TOTAL 53.6 9.10 5.63 20.5
SAY 54 BAGS 2.68 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-2 AT-Branch No-3 Name of Village:- 1 Available crest length 5 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Kasoriya
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 5.00 1.23 1.20 7.38H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50
Total (cu.m) 14.76Total Excavation Total 14.76 91.00 1343.16 91.00 1343.16
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 5.00 1.23 0.30 1.85H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50Apron 1 5.00 1.50 0.20 1.50
Total 4.07 1705 6930.83 320.00 1300.803
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 5.00 1.23 0.90 5.54H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25
Total 9.95 1180 11735.10 357.00 3550.374 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 5.00 0.99 0.60 2.97H.W.E 2 2.00 0.60 0.60 1.44
Total 4.41 1265 5578.65 357.00 1574.37
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 17.38 138 2398.44 68.90 1197.48
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 5.00 0.75 0.075 0.28H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.23 0.075 0.09
Total 0.55 2638 1460.13 316.00 174.91GRAND TOTAL 29446.31 9141.08
2098.79 2098.7931545.10 11239.88
METARIAL 20305.23LABOUR 11239.88
TOTAL 31545.10GRAND TOTAL 31545
Add 3% Contingency Charges 946TOTAL Rs. 32491Say 32500
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 4.07 13.01 1.83 3.66
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 14.36 20.1 4.31 15.8
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.55 3.54 0.25 0.50
7 Dry stone pitching TOTAL 40.5 6.94 4.16 15.8
SAY 41 BAGS 2.03 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-1 AT-Branch No-3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Kasoriya
DETAILED ESTIMATE
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 6.00 1.23 1.20 8.86H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40
Total (cu.m) 17.14Total Excavation Total 17.14 91.00 1559.38 91.00 1559.38
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per item40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 6.00 1.23 0.30 2.21H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80
Total 4.73 1705 8071.47 320.00 1514.883
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 6.00 1.23 0.90 6.64H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70
Total 11.50 1180 13572.36 357.00 4106.214 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 6.00 0.99 0.60 3.56H.W.E 2 2.00 0.60 0.60 1.44
Total 5.00 1265 6330.06 357.00 1786.43
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 19.38 138 2674.44 68.90 1335.28
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 6.00 0.75 0.075 0.34H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.23 0.075 0.18
Total 0.70 2638 1851.88 316.00 221.83GRAND TOTAL 34059.58 10524.01
2416.31 2416.3136475.90 12940.33
METARIAL 23535.57LABOUR 12940.33
TOTAL 36475.90GRAND TOTAL 36476
Add 3% Contingency Charges 1094TOTAL Rs. 37570Say 37600
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)
MATERIAL CONSUMPTION STAEMENT
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
1 Cement concrete (1:4:8)40 mm 4.73 15.15 2.13 4.26
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 16.51 23.1 4.95 18.2
3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.70 4.49 0.32 0.63
7 Dry stone pitching TOTAL 47.1 8.02 4.89 18.2
SAY 47 BAGS 2.35 MT
0.75
0.60G.L G.L0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
1.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-7 AT-Branch No-3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.80 M3 Top Width 0.75 M4 Bottom Width 1.39 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Kundiya kalan
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 6.00 1.39 1.20 10.01H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40
Total (cu.m) 18.29Total Excavation Total 18.29 91.00 1664.21 91.00 1664.21
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 6.00 1.39 0.30 2.50H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80Apron 1 6.00 1.50 0.20 1.80
Total 5.02 1705 8562.51 320.00 1607.043
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 6.00 1.39 0.90 7.51H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70
Total 12.37 1180 14591.88 357.00 4414.664 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 6.00 1.07 0.80 5.14H.W.E 2 2.00 0.60 0.80 1.92
Total 7.06 1265 8925.84 357.00 2518.99
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 6.00 0.80 9.60H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 23.38 138 3226.44 68.90 1610.88
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 6.00 0.75 0.075 0.34H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.39 0.075 0.21
Total 0.73 2638 1915.19 316.00 229.42GRAND TOTAL 38886.07 12045.20
2765.58 2765.5841651.64 14810.78
METARIAL 26840.87LABOUR 14810.78
TOTAL 41651.64GRAND TOTAL 41652
Add 3% Contingency Charges 1250TOTAL Rs. 42901Say 43000
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.02 16.07 2.26 4.52
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 19.42 27.2 5.83 21.4
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.73 4.65 0.33 0.65
7 Dry stone pitching TOTAL 53.1 9.16 5.17 21.4
SAY 53 BAGS 2.66 MT
0.75
0.80G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.39
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-8 AT-Branch No-3 Name of Village:- 1 Available crest length 6 M 430002 Hight of structure 0.80 M3 Top Width 0.75 M4 Bottom Width 1.39 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Gharta
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 6.00 1.39 1.20 10.01H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40
Total (cu.m) 18.29Total Excavation Total 18.29 91.00 1664.21 91.00 1664.21
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 6.00 1.39 0.30 2.50H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80Apron 1 6.00 1.50 0.20 1.80
Total 5.02 1705 8562.51 320.00 1607.043
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 6.00 1.39 0.90 7.51H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70
Total 12.37 1180 14591.88 357.00 4414.664 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 6.00 1.07 0.80 5.14H.W.E 2 2.00 0.60 0.80 1.92
Total 7.06 1265 8925.84 357.00 2518.99
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 6.00 0.80 9.60H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 23.38 138 3226.44 68.90 1610.88
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 6.00 0.75 0.075 0.34H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.39 0.075 0.21
Total 0.73 2638 1915.19 316.00 229.42GRAND TOTAL 38886.07 12045.20
2765.58 2765.5841651.64 14810.78
METARIAL 26840.87LABOUR 14810.78
TOTAL 41651.64GRAND TOTAL 41652
Add 3% Contingency Charges 1250TOTAL Rs. 42901Say 43000
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.02 16.07 2.26 4.52
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 19.42 27.2 5.83 21.4
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.73 4.65 0.33 0.65
7 Dry stone pitching TOTAL 53.1 9.16 5.17 21.4
SAY 53 BAGS 2.66 MT
0.75
0.80G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.39
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-9 AT-Branch No-3 Name of Village:- 1 Available crest length 7 M 427002 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Gharta
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 7.00 1.23 1.20 10.33H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30
Total (cu.m) 19.51Total Excavation Total 19.51 91.00 1775.59 91.00 1775.59
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 7.00 1.23 0.30 2.58H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10Apron 1 7.00 1.50 0.20 2.10
Total 5.40 1705 9212.12 320.00 1728.963
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 7.00 1.23 0.90 7.75H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15
Total 13.06 1180 15409.62 357.00 4662.064 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 7.00 0.99 0.60 4.16H.W.E 2 2.00 0.60 0.60 1.44
Total 5.60 1265 7081.47 357.00 1998.49
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 7.00 0.60 8.40H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 21.38 138 2950.44 68.90 1473.08
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 7.00 0.75 0.075 0.39H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.23 0.075 0.28
Total 0.85 2638 2243.62 316.00 268.76GRAND TOTAL 38672.86 11906.94
2733.83 2733.8341406.69 14640.77
METARIAL 26765.92LABOUR 14640.77
TOTAL 41406.69GRAND TOTAL 41407
Add 3% Contingency Charges 1242TOTAL Rs. 42649Say 42700
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.40 17.29 2.43 4.86
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 18.66 26.1 5.60 20.5
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.85 5.44 0.38 0.77
7 Dry stone pitching TOTAL 53.6 9.10 5.63 20.5
SAY 54 BAGS 2.68 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-10 AT-Branch No-3 Name of Village:- 1 Available crest length 5 M 325002 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Dabla
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 5.00 1.23 1.20 7.38H.W.E 2 2.00 0.60 1.20 2.88Apron 1 5.00 1.50 0.60 4.50
Total (cu.m) 14.76Total Excavation Total 14.76 91.00 1343.16 91.00 1343.16
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 5.00 1.23 0.30 1.85H.W.E 2 2.00 0.60 0.30 0.72Apron 1 5.00 1.50 0.20 1.50Apron 1 5.00 1.50 0.20 1.50
Total 4.07 1705 6930.83 320.00 1300.803
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 5.00 1.23 0.90 5.54H.W.E 2 2.00 0.60 0.90 2.16Apron 1 5.00 1.50 0.30 2.25
Total 9.95 1180 11735.10 357.00 3550.374 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 5.00 0.99 0.60 2.97H.W.E 2 2.00 0.60 0.60 1.44
Total 4.41 1265 5578.65 357.00 1574.37
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 5.00 0.60 6.00H.W. 1 5.00 0.80 4.00H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 17.38 138 2398.44 68.90 1197.48
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 5.00 0.75 0.075 0.28H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 1.00 1.23 0.075 0.09
Total 0.55 2638 1460.13 316.00 174.91GRAND TOTAL 29446.31 9141.08
2098.79 2098.7931545.10 11239.88
METARIAL 20305.23LABOUR 11239.88
TOTAL 31545.10GRAND TOTAL 31545
Add 3% Contingency Charges 946TOTAL Rs. 32491Say 32500
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 4.07 13.01 1.83 3.66
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 14.36 20.1 4.31 15.8
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 17.38 3.89 0.56
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.55 3.54 0.25 0.50
7 Dry stone pitching TOTAL 40.5 6.94 4.16 15.8
SAY 41 BAGS 2.03 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-11 AT-Branch No-3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.80 M3 Top Width 0.75 M4 Bottom Width 1.39 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Dabla
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 7.00 1.39 1.20 11.68H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30
Total (cu.m) 20.86Total Excavation Total 20.86 91.00 1897.90 91.00 1897.90
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 7.00 1.39 0.30 2.92H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10Apron 1 7.00 1.50 0.20 2.10
Total 5.74 1705 9785.00 320.00 1836.483
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 7.00 1.39 0.90 8.76H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15
Total 14.07 1180 16599.06 357.00 5021.924 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 7.00 1.07 0.80 5.99H.W.E 2 2.00 0.60 0.80 1.92
Total 7.91 1265 10008.68 357.00 2824.58
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 7.00 0.80 11.20H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.80 6.40H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 25.78 138 3557.64 68.90 1776.24
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 7.00 0.75 0.075 0.39H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.39 0.075 0.31
Total 0.89 2638 2338.59 316.00 280.13GRAND TOTAL 44186.86 13637.26
3131.11 3131.1147317.97 16768.37
METARIAL 30549.60LABOUR 16768.37
TOTAL 47317.97GRAND TOTAL 47318
Add 3% Contingency Charges 1420TOTAL Rs. 48738Say 48800
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.74 18.36 2.58 5.17
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 21.98 30.8 6.59 24.2
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 25.78 5.77 0.82
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.89 5.67 0.40 0.80
7 Dry stone pitching TOTAL 60.6 10.40 5.96 24.2
SAY 61 BAGS 3.03 MT
0.75
0.80G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.39
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-12 AT-Branch No-3 Name of Village:- 1 Available crest length 8 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Dabla
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 8.00 1.23 1.20 11.81H.W.E 2 2.00 0.60 1.20 2.88Apron 1 8.00 1.50 0.60 7.20
Total (cu.m) 21.89Total Excavation Total 21.89 91.00 1991.81 91.00 1991.81
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 8.00 1.23 0.30 2.95H.W.E 2 2.00 0.60 0.30 0.72Apron 1 8.00 1.50 0.20 2.40Apron 1 8.00 1.50 0.20 2.40
Total 6.07 1705 10352.76 320.00 1943.043
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 8.00 1.23 0.90 8.86H.W.E 2 2.00 0.60 0.90 2.16Apron 1 8.00 1.50 0.30 3.60
Total 14.62 1180 17246.88 357.00 5217.914 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 8.00 0.99 0.60 4.75H.W.E 2 2.00 0.60 0.60 1.44
Total 6.19 1265 7832.88 357.00 2210.54
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 8.00 0.60 9.60H.W. 1 8.00 0.80 6.40H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 23.38 138 3226.44 68.90 1610.88
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 8.00 0.75 0.075 0.45H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 4.00 1.23 0.075 0.37
Total 1.00 2638 2635.36 316.00 315.68GRAND TOTAL 43286.13 13289.87
3051.35 3051.3546337.48 16341.22
METARIAL 29996.26LABOUR 16341.22
TOTAL 46337.48GRAND TOTAL 46337
Add 3% Contingency Charges 1390TOTAL Rs. 47728Say 47800
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 6.07 19.43 2.73 5.46
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 20.81 29.1 6.24 22.9
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 23.38 5.24 0.75
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 1.00 6.39 0.45 0.90
7 Dry stone pitching TOTAL 60.2 10.17 6.36 22.9
SAY 60 BAGS 3.01 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-13 AT-Branch No-3 Name of Village:- 1 Available crest length 7 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Dabla
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 7.00 1.23 1.20 10.33H.W.E 2 2.00 0.60 1.20 2.88Apron 1 7.00 1.50 0.60 6.30
Total (cu.m) 19.51Total Excavation Total 19.51 91.00 1775.59 91.00 1775.59
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 7.00 1.23 0.30 2.58H.W.E 2 2.00 0.60 0.30 0.72Apron 1 7.00 1.50 0.20 2.10Apron 1 7.00 1.50 0.20 2.10
Total 5.40 1705 9212.12 320.00 1728.963
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 7.00 1.23 0.90 7.75H.W.E 2 2.00 0.60 0.90 2.16Apron 1 7.00 1.50 0.30 3.15
Total 13.06 1180 15409.62 357.00 4662.064 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 7.00 0.99 0.60 4.16H.W.E 2 2.00 0.60 0.60 1.44
Total 5.60 1265 7081.47 357.00 1998.49
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 7.00 0.60 8.40H.W. 1 7.00 0.80 5.60H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 21.38 138 2950.44 68.90 1473.08
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 7.00 0.75 0.075 0.39H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 3.00 1.23 0.075 0.28
Total 0.85 2638 2243.62 316.00 268.76GRAND TOTAL 38672.86 11906.94
2733.83 2733.8341406.69 14640.77
METARIAL 26765.92LABOUR 14640.77
TOTAL 41406.69GRAND TOTAL 41407
Add 3% Contingency Charges 1242TOTAL Rs. 42649Say 42700
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 5.40 17.29 2.43 4.86
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 18.66 26.1 5.60 20.5
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 21.38 4.79 0.68
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.85 5.44 0.38 0.77
7 Dry stone pitching TOTAL 53.6 9.10 5.63 20.5
SAY 54 BAGS 2.68 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1 Name of w/s :- P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF MASONARY WALL No-14 AT-Branch No-3 Name of Village:- 1 Available crest length 6 M2 Hight of structure 0.60 M3 Top Width 0.75 M4 Bottom Width 1.23 M5 Depth of foundation taking as 1.20 M6 Width of Basin 1.50 M7 Depth of Basin 0.6 M8 Head wall Extension 2 M
S.No. PARTICULAR No. LENGTH WIDTH HT/DEPTH
Qty Rate Total Amount
Labour Rate
L.Amount
1 Excavation in hard soildry or most&disposal ofexcavated material within
CONTRUCTION OF MASONARY WALL
IWMP-XVII
Dabla
DETAILED ESTIMATE
excavated material withinintial lead of 30 m andliftof 1.5m includingdressing etc complete(As per item no.2B page1 of G.K.N.2012 BSR ofBhilwara circle H.W. 1 6.00 1.23 1.20 8.86H.W.E 2 2.00 0.60 1.20 2.88Apron 1 6.00 1.50 0.60 5.40
Total (cu.m) 17.14Total Excavation Total 17.14 91.00 1559.38 91.00 1559.38
2 cement concrete wellmixed in cementmortar(1:4:8) laid inposition completeincluding curingAggregate size upto40mm. (As per itemno.191 page 17 ofG.K.N.2012 BSR ofBhilwara circle H.W 1 6.00 1.23 0.30 2.21H.W.E 2 2.00 0.60 0.30 0.72Apron 1 6.00 1.50 0.20 1.80Apron 1 6.00 1.50 0.20 1.80
Total 4.73 1705 8071.47 320.00 1514.883
Random rubble stonemasonary in cement sandmortar(1:8) for foundation(As per item no.190Bpage 17 of G.K.N.2012BSR of Bhilwara circle
H.W. 1 6.00 1.23 0.90 6.64H.W.E 2 2.00 0.60 0.90 2.16Apron 1 6.00 1.50 0.30 2.70
Total 11.50 1180 13572.36 357.00 4106.214 Random rubble stone
masonary in cement sandmortar(1:6) for supperstructure (As per itemno.190A page 17 ofG.K.N.2012 BSR ofBhilwara circleH.W. 1 6.00 0.99 0.60 3.56H.W.E 2 2.00 0.60 0.60 1.44
Total 5.00 1265 6330.06 357.00 1786.43
5Cement plaster includingsmooth finishing incement mortar(1:4)25mm thick (As peritem no.70A page 8 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 2 6.00 0.60 7.20H.W. 1 6.00 0.80 4.80H.W.E 4 2.00 0.60 4.80H.W.E 2 2.00 0.60 2.40Apron 1 0.60 0.30 0.18
Total 19.38 138 2674.44 68.90 1335.28
6Cement concrete copingin cement mortar 1:2:412 mm thick (As per itemno.194 page 17 ofG.K.N.2012 BSR ofBhilwara circle
H.W. 1 6.00 0.75 0.075 0.34H.W.E 2 2.00 0.60 0.08 0.18H.W.E 2 2.00 0.60 0.08 0.18Apron 1 2.00 1.23 0.075 0.18
Total 0.70 2638 1851.88 316.00 221.83GRAND TOTAL 34059.58 10524.01
2416.31 2416.3136475.90 12940.33
METARIAL 23535.57LABOUR 12940.33
TOTAL 36475.90GRAND TOTAL 36476
Add 3% Contingency Charges 1094TOTAL Rs. 37570Say 37600
S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8)40 mm 4.73 15.15 2.13 4.26
2 R R stone masonary (1:8)Foundation/ Superstructure (cum) 16.51 23.1 4.95 18.2
3 Cement plaster (1:4) 25
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MATERIAL CONSUMPTION STAEMENT
3 Cement plaster (1:4) 25mm thick 19.38 4.34 0.62
4 Raised &cut pointing 5 Stone kharanja in cement
mortar (1:6)6 Cement concrete coping
in cement mortar 1:2:4.50 mm thick 0.70 4.49 0.32 0.63
7 Dry stone pitching TOTAL 47.1 8.02 4.89 18.2
SAY 47 BAGS 2.35 MT
0.75
0.60G.L G.L
0.075
0.30 0.601.20
0.200.3 2.00
2.
0.3 2.001.23
1-
2- ;kstuk dk uke&
Je dqy Je dqy
1txay dh lQkbZ] lk/kkj.k ouLifr rFkk>kfM+;ksa dks dkVus lfgrA 1 40 40 1600
oxZ eh-1.36 1.36 2176 2176
2 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;Z 4 25 100izfr jfuax
eh 1.00 1.00 100 100
3
caUM ds vk/kkj dh csfpax ,ao Msªflaxvkfn 30 eh- izkjfEHkd yhM o 1-5 eh-mBku lfgr dBksj feV~Vh esa
1 60 8 0.30 144
?ku eh-
77.60 85.00 11174.4 12240
4 uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rdfeêh dh [kqnkbZ djuk] ry dks dwVuk]ikuh Mkyuk] cxy dks laokjuk] [kqnhfeêh dks ckgj fudkyuk] uhao Hkjus dsckn [kkyh LFkkuksa dks iqu% feêh ls HkjukrFkk cph gqbZ feêh dks 50 ehVj dh nwjhrd fuLrkj.k djukA
(625+225)/2X1.60=680.00 Cum 680.00 ?ku eh-
A- l[r] fpduh] dadj feêh esa 40 izfr- vkSlr 272.00
?ku eh-91.00 91.00 24752.00 24752.00
B- eqjZe 60 izfr- vkSlr 408.00 ?ku eh- 99.00 99.00 40392.00 40392.00
dk;kZy; iapk;r lfefr & cusMk ftyk HkhyokMkAMODEL ESTIMATE OF FARM POND
Øa-la- dk;Z dk fooj.k la0 yEckbZ pkSMkbZ xgjkbZ
dk;Z dk uke &QkeZ iks.M+ fuekZ.k dk;Z xzke & xzke iapk;r &
bdkbZ nj jkf'k
IWMP
ek=k
5 vfrfjDr fy¶V dk dk;Z 170.00 ?ku eh- 11.00 11.00 1870.00 1870.00
6 vfrfjDr yhM dk dk;Z 170.00 ?ku eh- 33.80 33.80 5746.00 5746.00
7 lw[ks iRFkj dh fpukbZ ls osLV oh;jfuekZ.k dk;Z10x(2.20+1.00)/2x0.9=14.40 cum 1.00 14.40
?ku eh-
285.00 729.00 4104.00 10497.60
Total 90314.40 97773.60
contingency 3% 2709.43 2933.21Grant Total 93023.83 100706.81
93023.83 100706.81
Total Cost
25
25.00
15
1.6
Cross- Section
15
1.60
93100.00
Isometric View
Name of village :- P.S . - Banera DISTT. Bhilwara
Lc Total Lc Total1 Jungal Clearence work 1 40 40 1600 Sqm 1.36 1.36 2176.00 2176.00
2 5-7 Cm Dagballing Work 4 34 136 Rmt 1 1 136.00 136.00
3 Benching of Base under Earthen Bund in hard soil.
1 60 6 0.3 108 Cum 85 85 9180.00 9180.00
4 E/W for bind / embankmentin 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
Rate Amount
NADI IN P. D. BLOCK
Width Depth Qty.S.no Particular No Length Unit
of 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil
Size (1156+576)/2x1.60= 1385 Cum
1385.00 Cum
(A) In Hard Soil (40%) 554 Cum 91 91 50414.00 50414.00
(B) In Ordinary Murram (60%) 831 Cum 99 99 82269.00 82269.00
5 Add. Extra Lift one times 346.25 Cum 11 11 3808.75 3808.75
6 Add. Extra Lead one times 346.25 Cum 33.8 33.8 11703.25 11703.25
7 Weste WeirAs per Estimate No 10340.41 34815.48
TOTAL 170027.41 194502.48Contingency 3% 5835.07Grant Total 170027.41 200337.55
3434.00
24
1.60
Cross- Section
1.60 24
Isometric View
1 Name of village :- P.S . - Banera DISTT. Bhilwara
2 Name of work :- CONTRUCTION OF NADI WITH WASTEWEIR Design
1 Available crest length 4.00 M2 Total catchment area 20.00 Ha3 Hight of structure 0.30 MA Design discharge (By flood discharge method) 0.35 A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=Q = C I A C= 0.40
36 Catchment Area 20.00 HaQ = 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
ESTIMATE OF WESTE WEIR
B HYDROLIC DESIGNQ = 1.71L(h)3/2 L = 4.00 mt length available at siteh =[Q/1.71L]2/3
h = 0.44 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 = 0.30 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 0.84 Say = 1.60 MH =heigth of head wall in meters = 0.3 m 0.30 M
(iii) Length of head wall extension H +d + 1 1.95 1.95 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
(iv) Heigth of Head wall extensionH + d = 0.95 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.33 0.60 M
(vi) Top width of HW ext0.4H= 0.12 0.60 M
(vii) APRON WIDTH =H+d 0.95 0.95 M
(viii) Thickness of Basin =0.60m(incloding concreting) (viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 0.95 0.95 M (x) Height of side wall =1.5h at W W joints
1.5h = 0.53 0.50 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall2.40
(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 = 0.30 m b Bottm width of anicut = 1.60 m w1 + w2self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure h Food heigth = 0.35 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 xLxS0.21 0.21 2.20 0.460.21 0.21 2.20 0.46
2 w2 = 1/2x(b-a)xHxLxS0.45 0.45 1.13 0.51
3 p1 =wh x H0.11 0.11 0.90 0.09
4 p2 =wH2/2 x H0.05 0.05 0.60 0.03
5 p3 =cxwbx(H+h)/20.17 0.17 1.80 0.31
TOTAL 0.48 0.15 0.96 0.43 Em=mr-mo
0.53 CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment
2.22it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 3.22it 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 = 1.10e = b/2 - X -0.30Ev/b (1+6e/b) -0.81Ev/b (1-6e/b) 1.42P max = -0.81P max = -0.81P min = 1.42
Name of work :-Nadi with weste weir S.Noitem no.Particular Qty. Per
Lc Total Lc Total1 2,(b)1 Excavation in hard soil dry or
most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 40% 6.83 cum 91 91.00 621.71 621.712
2 2(c ),1 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 60% 10.25 cum 99 99.00 1014.55 1014.552
3 192,17 cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto40mm. HB 5.29 cum 320 1705.00 1693.44 9022.86
ABSTRACT OF COST
Rate Amount
40mm. HB 5.29 cum 320 1705.00 1693.44 9022.864 27,3 Random rubble stone
masonary in cement sandmortar(1:6) for foundation 9.81 cum 357 1265.00 3501.46 12407.12
5 28,3 Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure 6.02 cum 357 1265.00 2150.57 7620.36
6 70,8 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thick 16.50 cum 68.9 138.00 1136.85 2277
7 40(ii),4 Cement concrete coping incement mortar1:2:4.100mmthick 0.70 cum 316 2638.00 221.83 1851.876
TOTAL 10340.41 34815.48
Prepared by checked by Approved by
S.No. PARTICULAR No. LENGTH BREADTHHT/DEPTH QUANTITY1 Total Excavation
H.W. 1.00 4.00 1.60 1.00 6.40H.W.E. 2.00 1.50 0.60 1.00 1.80S.W. 2.00 2.40 0.60 1.00 2.88wing wall 2.00 0.80 0.60 1.00 0.96Toe wall 1.00 4.00 0.45 0.90 1.62Apron 1.00 4.00 0.95 0.90 3.42
Total (cu.m) 17.082 Excavation in hard soil dry or
most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
Total 6.833 Excavation in ordinary
murram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof
DETAILED ESTIMATE
intial lead of 30 m and liftof1.5m including dressing etccomplete 30% of TotalExcavation
Total 10.254 cement concrete well mixed
in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.
1.00 4.00 1.60 0.30 1.92H.W.E. 2.00 1.50 0.60 0.30 0.54S.W. 2.00 2.40 0.60 0.30 0.86Wing Wall 2.00 0.80 0.60 0.30 0.29Toe Wall 1.00 4.00 0.45 0.30 0.54Apron 1.00 4.00 0.95 0.30 1.14
Total 5.29
5 Random rubble stonemasonary in cement sandmortar(1:6) for foundation H.W. 1.00 4.00 1.30 0.70 3.64H.W.E. 2.00 1.50 0.60 0.70 1.26S.W. 2.00 2.40 0.60 0.70 2.02Wing Wall 2.00 0.80 0.60 0.70 0.67Toe Wall 1.00 4.00 0.45 0.60 1.08Apron 1.00 4.00 0.95 0.30 1.14
Total 9.816 Random rubble stone
masonary in cement sandmortar(1:6) forsuper structure
H.W. 1.00 4.00 0.80 0.30 0.96H.W.E 2.00 1.50 0.60 0.95 1.71S.W. 2.00 1.40 0.60 0.78 1.30
2.00 1.00 0.60 0.95 1.142.00 0.00 0.60 0.48 0.00
Wing Wall 2.00 0.80 0.60 0.95 0.91Total 6.02
7 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thickmortar (1:4)25mm thickH.W. 1.00 4.00 0.30 1.20
1.00 4.00 0.60 2.401.00 4.00 0.30 1.20
S.W. 2.00 0.30 0.65 0.392.00 1.30 0.80 0.392.00 1.40 0.78 2.172.00 0.95 0.30 0.57
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 4.00 0.30 1.20Apron 1.00 4.00 0.95 3.80
Total 16.508 Cement concrete coping in
cement mortar1:2:4. 100 mmthickH.W. 1.00 4.00 0.30 0.08 0.09S.W. 2.00 3.00 0.60 0.08 0.27Wing 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 4.00 0.45 0.08 0.14Apron 0.00 4.00 0.95 0.10 0.00
Total 0.70
NAME OF WORK : Nadi with weste weir S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:4:8) mmHB (cum) 4.05,0.43,0.86 5.29 21.43 2.28 4.55
2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 15.83 22.16 4.75 17.42
3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 16.50 2.52 0.50
4 Raised &cut pointing (sqm)0.0.32, 0.0043
5 Stone kharanja in cementmortar (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 0.70 5.15 0.28 0.55
7 Dry stone pitching TOTAL 51.27 7.80 5.10 17.42
MATERIAL CONSUMPTION STAEMENT
TOTAL 51.27 7.80 5.10 17.42SAY 51 BAGS 2.56 MT
0.35 P30.30
P1
0.30 w1 1.45 P2 0.15
0.10 w2
0.650.30
0.39
1.60
0.53 1.07
PLAN1.5 4.00 1.5
2.40
0.450.80
0.650.30
0.30 0.50G.L G.L
0.30 0.901.00
0.30
0.30 0.60
2.0.30
0.3 0.951.60
0.60
0.600.95
0.50G.L G.L
1.00 1.00
0.3 0.30.60
S.W.& H.Ex- X- Sec. W.W. X- Sec.
X-Section
0.60
Name of village :- P.S . - Banera DISTT. Bhilwara
Lc Total Lc Total1 Jungal Clearence work 1 50 50 2500 Sqm 1.36 1.36 3400.00 3400.00
2 5-7 Cm Dagballing Work 4 40 160 Rmt 1 1 160.00 160.00
3 Benching of Base under Earthen Bund in hard soil.
1 100 8 0.3 240 Cum 85 85 20400.00 20400.00
4 E/W for bind / embankmentin dry or mosit soil includinglaying on layers 1.5cmBreaking of clods sort ing ofgrass pabbles ete anddressing in requred profilewhen compacted manuallyor by plain roller with initiallead of 30mt and lift 1.5 mt
Depth Qty. Unit Rate Amount
NADI IN P. D. BLOCK
S.no Particular No Length Width
lead of 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil
(1600+900)/2x1.60=2000 Cum
2000.00 Cum(A) In Hard Soil (40%) 800 Cum 91 91 72800.00 72800.00
(B) In Ordinary Murram (60%) 1200 Cum 99 99 118800.00 118800.00
5 Add. Extra Lift one times 500 Cum 11 11 5500.00 5500.00
6 Add. Extra Lead one times 500 Cum 33.8 33.8 16900.00 16900.00
7 Weste WeirAs per Estimate No 15921.77 51635.60
TOTAL 253881.77 289595.60Contingency 3% 8687.87Grant Total 253881.77 298283.47
4040.00
30
1.60
Cross- Section
1.60 30
Isometric ViewIsometric View
1 Name of village :- P.S . - Banera DISTT. Bhilwara
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 0.60 MA Design discharge (By flood discharge method) 0.52 A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=Q = C I A C= 0.40
36 Catchment Area 20.00 HaQ = 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
ESTIMATE OF WESTE WEIR
B HYDROLIC DESIGNQ = 1.71L(h)3/2 L = 6.00 mt length available at siteh =[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 = 0.30 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 1.08 Say = 1.60 MH =heigth of head wall in meters = 0.6 m 0.60 M
(iii) Length of head wall extension H +d + 1 2.25 2.25 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
(iv) Heigth of Head wall extensionH + d = 1.25 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.48 0.60 M
(vi) Top width of HW ext0.4H= 0.24 0.60 M
(vii) APRON WIDTH =H+d 1.25 1.25 M
(viii) Thickness of Basin =0.60m(incloding concreting) (viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 1.25 1.25 M (x) Height of side wall =1.5h at W W joints
1.5h = 0.53 0.50 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall2.70
(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 = 0.30 m b Bottm width of anicut = 1.60 m w1 + w2self weight of anicut p1 Pressure due to water besswall p2 Horizontal water pressure p3 Up lift pressure h Food heigth = 0.35 m H heigth of anicut = 0.60 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 xLxS0.41 0.41 2.20 0.910.41 0.41 2.20 0.91
2 w2 = 1/2x(b-a)xHxLxS0.90 0.90 1.13 1.01
3 p1 =wh x H0.21 0.21 0.90 0.19
4 p2 =wH2/2 x H0.18 0.18 0.60 0.11
5 p3 =cxwbx(H+h)/20.35 0.35 1.80 0.62
TOTAL 0.97 0.39 1.92 0.92 Em=mr-mo
1.01 CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment
2.09it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 2.48it 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 = 1.04e = b/2 - X -0.24Ev/b (1+6e/b) -0.30Ev/b (1-6e/b) 1.51P max = -0.30P max = -0.30P min = 1.51
Name of work :-Nadi with weste weir S.Noitem no.Particular Qty. Per
Lc Total Lc Total1 2,(b)1 Excavation in hard soil dry or
most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 2.48 cum 91 91.00 225.50 225.498
2 2(c ),1 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 7.43 cum 99 99.00 735.97 735.966
3 2(d ),1Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal of
ABSTRACT OF COST
Rate Amount
dressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m
14.87 cum 134 134.00 1992.31 1992.3124 192,17 cement concrete well mixed
in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto40mm. HB 7.74 cum 320 1705.00 2476.80 13196.7
5 27,3 Random rubble stonemasonary in cement sandmortar(1:6) for foundation 13.53 cum 357 1265.00 4830.21 17115.45
6 28,3 Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure 9.72 cum 357 1265.00 3468.97 12292.005
7 70,8 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thick 27.96 cum 68.9 138.00 1926.10 3857.79
8 40(ii),4 Cement concrete coping incement mortar1:2:4.100mmthick 0.84 cum 316 2638.00 265.91 2219.877
TOTAL 15921.77 51635.60
Prepared by checked by Approved by
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 2.70 0.60 1.00 3.24wing 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 1.25 0.90 6.75
Total (cu.m) 24.782 Excavation in hard soil dry or
most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
Total 2.483 Excavation in ordinary
murram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof
DETAILED ESTIMATE
intial lead of 30 m and liftof1.5m including dressing etccomplete 30% of TotalExcavation
Total 7.434
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 14.87
5 cement 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 2.70 0.60 0.30 0.97S.W. 2.00 2.70 0.60 0.30 0.97Wing 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 1.25 0.30 2.25
Total 7.74
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 2.70 0.60 0.70 2.27Wing 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 1.25 0.30 2.25
Total 13.537 Random rubble stone
masonary in cement sandmortar(1:6) forsuper structure
H.W. 1.00 6.00 0.80 0.60 2.88H.W.E 2.00 1.50 0.60 1.25 2.25S.W. 2.00 1.70 0.60 0.93 1.89
2.00 1.00 0.60 1.25 1.502.00 0.00 0.60 0.63 0.00
Wing Wall 2.00 0.80 0.60 1.25 1.20Total 9.72
8 Cement plaster includingsmooth finishing in cementmortar (1:4)25mm thickmortar (1:4)25mm thickH.W. 1.00 6.00 0.60 3.60
1.00 6.00 0.90 5.401.00 6.00 0.30 1.80
S.W. 2.00 0.30 0.65 0.392.00 1.30 0.95 0.392.00 1.70 0.93 3.152.00 1.25 0.30 0.75
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 1.25 7.50
Total 27.969 Cement concrete coping in
cement mortar1:2:4. 100 mmthickH.W. 1.00 6.00 0.30 0.08 0.14S.W. 2.00 3.30 0.60 0.08 0.30Wing 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 1.25 0.10 0.00
Total 0.8410 E/W for bind / embankment in10 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
1 Cement concrete (1:4:8) mmHB (cum) 4.05,0.43,0.86 7.74 31.35 3.33 6.66
2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 23.25 32.55 6.97 25.57
3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 27.96 4.28 0.84
4 Raised &cut pointing (sqm)0.0.32, 0.0043
5 Stone kharanja in cementmortar (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 0.84 6.17 0.34 0.66
7 Dry stone pitching TOTAL 74.34 11.48 7.31 25.57
MATERIAL CONSUMPTION STAEMENT
TOTAL 74.34 11.48 7.31 25.57SAY 74 BAGS 3.72 MT
0.35 P30.30
P1
0.60 w1 1.45 P2 0.30
0.20 w2
0.950.60
0.57
1.60
0.53 1.07
PLAN1.5 6.00 1.5
2.70
0.450.80
0.650.30
0.60 0.50G.L G.L
0.30 0.901.00
0.30
0.30 0.60
2.0.30
0.3 1.251.60
0.60
0.601.25
0.50G.L G.L
1.00 1.00
0.3 0.30.60
S.W.& H.Ex- X- Sec. W.W. X- Sec.
X-Section
0.60
Name of work:-No of plants:- 150 Spacing 0.6
S.no.
Item Quantity Unit Lc Total Lc TotalAloevera plantation
1 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 1701.30206.02 206.021103.3 1907.32
Add. 0.03% Contengency charge 57Total Amount 1965
1103861
1965 Per Ha
Labour AmMeterial AmTotal Am
MODEL ESTIMATE OF ALOVERA PLANTATION District - Bhilwara, State - Rajasthan, India
Aloevera plantation
Rate Amount
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
W/SName of work:-No of plants:- 150 Spacing 2 m
S.no.
Item Quantity Unit Lc Total Lc TotalKaronda Fencing
1 E/w Excavation for pit in hard soilin top of bund + 10% extra fordifferent position
150 No 6.8 6.8 1020.00 1020.00
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 9.97 9.97 1495.50 1495.50
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 pitA Cost of FYM 150 Per Plant 0 2.00 0.00 300.00
B Cost of Andosulphane 150 Per Plant 0 0.50 0.00 75.00
C Cost of Clorophyropas 2ml per plant
0.30 Per Litre 0 280.00 0.00 84.00
D Labour charge for treatment (0.55+0.27=0.82)
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 7881.00 13336.887 Gap filling 20% 1576.20 2667.38
Total 9457.20 16004.25
Aloevera plantation8 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 10952.7 18303.75
2514.7 2514.7413467 20818.5
Say Rs 13467 20818Add. 0.03% Contengency charge 625
Total Amount 21443
134677976
21443 Per Ha
Labour AmMeterial AmTotal Am
MODEL ESTIMATE OF AGRO FORESTY District - Bhilwara, State - Rajasthan, India
Karonda fencing
Rate Amount
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
MODEL ESTIMATE
Name of work :-Bank Stabilization through construction of earthen bund
Height 0.80 mt.Bottom width 2.90 mt.
Top width 0.50 mt.X-Section 1.36 sqm.
Estimate For 100 M Length
S.N. Item Unit Quantity Rate ( Rs./unit) Amount Rs.Lab. total Lab. total
1 Jungal clearance by cuttingordinary vegetation and bushes(As per BSR 2011 , page no 10, item no 95)
sqm 400.00 1.36 1.36 544.00 544.00
2 Dag balling work sqm 400.00 1.00 1.00 400.00 400.00
(As per BSR 2011 , page no 14, item no 156)
3
cum 136.000 85.00 85.00 11560.00 11560.004 Vegetative measures L-S 350 350.00
Total 12454.00 12454.002859.44 2859.44
15313.44 15313.44Add 3% Contingency 459.40
15772.84
Total Amount 15772.84 Say 15800.00Labour Componant 15313.44 OR 158/-Per MMaterial Componant 459.40
Earth work for bund /embankment in dry or moist soil including laying in layers of 15cms. Break- ing of clods,sorting of grass, pebbles etc.and dressing in requried profile with manual compaction in hard soil. (As per BSR 2011 , page no 17, item no 188 b) (0.50+2.00)/2*0.75
Total Am.
Add.22.96% in Rising Labour Rate
DESIGN OF SEMI PUCCA BUND
Block - A
Elevation differenceSlope = x 100
Horizental length
S = 24 1001750
S = 1.37 %S 2
V.I = 3 x 0.3
V.I = 0.74 m H.I = 55 m
Height of bund =Re xV.I Re = 10 cm
50 V. I =0.74 m
H = 0.38 m SAY 0.40 m ,Free board = 0.35 m Total height = 0.75 m
Block B & C
Total height = 0.75 m
A Cross section of bund- 0.64 sqm Top Width 0.4
B Length per Ha-100 RMT Bottom 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 400 Rm 0.88 0.88 352.00 352.00
2 Earth work in hard soil forconstruction of bund includingramming compaction and dressing upto the lead of 50m and lift 1.5 m Asper page No 1 Item No
64 Cum 73.8 81.00 4723.20 5184.00
MODEL ESTIMATE OF ARABLE LAND (SEMI PUCCA BUND )
per page No 1 Item No 3 Prepare pallets with composition of
grass seed , fine soil and water 3 Kgs 16.3 16.80 48.90 50.40
4 Sowing of seed on bunds 300 Rm 0.52 0.52 156.00 156.005 Material transportation like water,
soil, manure etc. for pallets makingLS 0.00 50.00
6 Grass seed 0.00Stylohemata 1 LS 0 40.00 0.00 40.00Dhaman 2 LS 0 82.00 0.00 164.00
Total 5280.10 5996.402262.52 2262.52
7542.62 8258.92Add. 6% waterman & Aaya 42.98
7542.62 8301.90249.06
8551Grand TotalContingency @ 3%
Add. 30% Reduction in Task for NREGS
A Cross section of bund- 0.64 Sqm Top Width 0.4
B Length - 100 Rmt Bottom Width 2.15
Height 0.5S.no. Item Quantity Unit Labour
Rate Total Rate
Labour Amount
Total Amount
1Dug belling work up to 5-7 cm depth 4x100=400m As per item no.156 page 15 of G.K.N.2012 BSR of Bhilwara circle
400 Rm 1 1 400 400
2 Earth work in hard soil for construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m 0.64x100=64 cum As per item no.188B page 17 of G.K.N.2012 BSR of Bhilwara circle
64 Cum 85 85 5440 5440
Total 5840.00 5840.001340.86 1340.864
MODEL ESTIMATE OF ARABLE LAND (SEMI PUCCA BUND )
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk 1340.86 1340.8647180.86 7180.864
Say Rs 7181 71812157396
Say am 7396
Per Rmt 60/-Avarage length per Rm/Ha = 125 Rm 7500
Say am 0.075
0.4
Contingency @ 3%Grand Total
Per Ha Cost
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
1.5:1
0.50 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
Øa-la- dk;Z dk fooj.k la0 iSnsa dk {ks=Qy
vkSlr {ks=Qy
xgjkbZ jkf'kek=k bdkbZ nj
iSans dh pkSM+kbZ 10 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj Location- 0
dk;kZy; iapk;r lfefr] cusMk ] ftyk HkhyokMk fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku
dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z xzke& xzke iapk;r&
Åij dk
{ks=Qy
[kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn[kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZfeêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA istu 1 vkbVe u 2
A- l[r] fpduh] dadj feêh esa 80 izfr- vkSlr 1 100 400 250 1.6 400 ?ku eh- 91.00 91.00 36400.00 36400.00B- fo?kfVr pV~Vku @eqjZe 20 izfr- vkSlr 1 100 400 250 0.4 100 ?ku eh- 134.00 134.00 13400.00 13400.002 vfrfjDr fy¶V dk dk;Z ist u 1 vkbVe u 3 1 100 156.25 128.125 0.5 64.06 ?ku eh- 11.00 11.00 704.69 704.693 vfrfjDr yhM dk dk;Z ist u 1 vkbVe u 4 1 100 400 250 1 250 ?ku eh- 33.80 33.80 8450.00 8450.00
Total 58954.69 58954.6913536 13535.996
72490.68 72490.6842174.7274665
SAY 74700725002200
ykxr Je en esa ykxr lkexzh en esa
dqy ;ksx
Total
dqy ;ksx
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
74700dqy ;ksx
Name of Work :- Continious contour trench Jal Grahan Vikash Samiti
W/STotal Area in Ha 1
Lc Total Lc Total
1 Marking of contour line through dumpy level 300 Per
metre 0.31 0.31 93.00 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 1.00 600.00 600.00
Quantity of E/W (300Rmt X 0.2025=60.75 cum) 60.75 Cum 0.00 0.00
3 Excavation of hard soil for CCT as perBSR2012 40% 24.3 Cum 85.00 85.00 2065.50 2065.50
4 Excavation of murram for CCT as perBSR2012 60% 36.45 Cum 91.00 91.00 3316.95 3316.95
5 Sowing of local grass seed on bunds As per BSR2012 (3X300=900) 900 Rm 0.59 0.59 531.00 531.00
6 Grass seed 0.00 0.00A Spreeding of Grass seed 1 Ha 160 160 160.00 160.00B Making of pallets 12 Kg 18.9 18.9 226.80 226.80C Dhaman 12 Kg 0 83 0.00 996.00
Total cost for CCT 6993.25 7989.251605.65 1605.65
8598.90 9594.90
Contengency charge 3% 287.859882.75
SAY Amount 9900 Per Ha
Rate Amount
Total length of CCT per ha =300 rm/haCX= 0.2025 Cum
MODEL ESTIMATE OF OPEN CONTOUR TRENCH
Costing & Quantity Estimation of Contour trench
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
ItemS. No. Quantity Unit
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 0.002296 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 0.91.44 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 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 forcontouring. (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 Rs.20,331 203314667.96 4667.96
24998.78 24998.78Contengency 3% 750
Total Amount 25749
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Rmt. Length of Ditch cum bund fencing per ha.Total C P T
Panchayat samity Banera, District - Bhilwara, State - Rajasthan,
Costing & Quantity Estimation of Pasture Land Development
2.5 x 2.5 mt. Spacing
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
S.no Particular Unit Quantity Labour Rate
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 work5 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 0.3x0.6=1.8 lit Per litre 1.80 0.00 280.00 0 504.008 Cost of FYM Per Kg 300.00 0.00 2.00 0 600.009 Cost of saplings Per plant 300 0 5.00 0 1500.0010 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1444.00 58.8 433.2011 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
12 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
13 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
6 x 6 mt. Spacing
Panchayat samity Banera, District - Bhilwara, State - Rajasthan,
(Production)Costing & Quantity Estimation of Pasture Land Development
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
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. 0.80 284.00 959.00 227.2 767.20
18 Grass seed As per forest BSR 2004-2005 page no-12.
100% Dhaman Kg. 12 0 82.00 0 984.0019 Making pallets of mixture of fine soil, grass seed, manure
etc (seed rate 6 to 8 kgs/ha) cost of seed not includedKg. 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 4985.73
Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.44,021 Rs.27,131 Rs.44,021
Total Rs.27,131 44020.88
6229.268 6229.26833360.228 50250.148
Add.3% Contengencey 1507.50Grand Total 51757.65
Total Cost/ Ha Labour Cost/ Ha
Material Cost/ Ha
51758 33360 18397
77506NRM Part 25749Production 51758
Total Cost of Pasture Dovelopment
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Name of Village :- Name of Panchayat :-
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
S.no Particular Unit Quantity Labour Rate
Total Rate
Labour Cost
Total Amount
(A) Thor fencing work1 Excavation for thor fencing size 0.15x0.15x60 m Cum 9.00 91 91 819.00 819.002 Supply and cutting of 80 cm thor sticks.(7 No Danda /-Ha) Per 100 stick 2800 74.3 174 2080.4 4872.00
3
Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. (70+30=100)
Per 100 stick 2800 100 100 2800 2800.00
4 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 2800 76.5 76.5 2142 2142.00
5 Planting of Thor sticks. Rmt. 400 6.93 6.93 2772 2772.00Total 10613.40 13405.00
(B) Plantation work6 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
7 Cost of Aloevera Including Transportation 10 Km + LoadingUnloading + Rehandling 50 %(3.75+0.94+0.297+0.3715=5.36)
Per plant 400 1 5.36 400 2144.00
8 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 83.00 0 996.009 Making of Pallets Per Kg 12 18.9 18.90 226.8 226.8010 Spreeding of Grass Seed Per Ha 1 160 160.00 160 160.00
Note:- All Rates Apply Gramin kary Nirdesika 2012 Total Rs.3,180 Rs.5,920 Rs.3,180 Rs.5,920
Rs.13,793 Rs.19,325 3166.8728 3166.8728
16959.8728 22491.4728Add.3% Contengencey 674.74
Grand Total 23166.22
Total Cost/ Ha Labour Cost/ Ha
Material Cost/ Ha
23166 16960 6206Total Cost of Private Pasture Dovelopment 36571Cost From w/s scheme 23166Contribution From Farmer in terms of live fencing 13405
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMukGrand Total
ALOEVERA
Panchayat samity---------------------, District - Bhilwara, State - Rajasthan,
Costing & Quantity Estimation of Pasture Land Development
1.0 x 1.0 mt. Spacing
(Production)
Name of Village :- Name of Panchayat :-
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
S.no Particular Unit Quantity Labour Rate
Total Rate
Labour Cost
Total Amount
(A) Thor fencing work1 Excavation for thor fencing size 0.15x0.15x60 m Cum 9.00 0.88 0.88 7.92 7.922 Supply and cutting of 80 cm thor sticks.(7 No Danda /-Ha) Per 100 stick 2800 65.5 165 1834 4620.00
3
Transportation cost of thor sticks through bullock cart from 5 km distance, loading & unloading. (70+30=100)
Per 100 stick 2800 25.3 96.5 708.4 2702.00
4 Rehandling work of thor sticks up to 200 to 500mt distance. Per 100 stick 2800 65.5 67.4 1834 1887.20
5 Planting of Thor sticks. Rmt. 400 6.93 6.93 2772 2772.00Total 7156.32 11989.12
3066.48312 3066.48;ksx 10223 15055.60
tksMs+ 3 % ikuh okyk + vk;k 306.68 306.68;ksx 10529 15362.29
tksM+ 2 % dfUVu tsalh 307.25dqy ;ksx 15670
SAY 1570010530517015700
Panchayat samity-Banera, District - Bhilwara, State - Rajasthan,
Private Pasture MNREGS
Costing & Quantity Estimation of Pasture Land Development
ykxr Je en esa ykxr lkexzh en esa
dqy ;ksx
Jaivik Bad(Production)
1.0 x 1.0 mt. Spacing
Je Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk
Name of Village :- Name of Panchayat :-
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 Unit Quantity Labour Rate
Total Rate
Labour Cost
Total Amount 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 %(3.75+0.94+0.297+0.3715=5.36)
Per plant 400 1 5.36 400 2144.00
3 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 82.00 0 984.004 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
Note:- All Rates Apply Gramin kary Nirdesika 2012 Total Rs.3,180 Rs.5,908 Rs.3,180 Rs.5,908
Total Rs.3,180 5907.60
730.036 730.0363909.636 6637.636
Add.3% Contengencey 199.13Grand Total 6836.77
Total Cost/ Ha Labour Cost/ Ha
Material Cost/ Ha
6837 3910 2927Total Cost of Private Pasture Dovelopment 6837Cost From w/s scheme 6837
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Panchayat samity-Banera, District - Bhilwara, State - Rajasthan,
ALOEVERA NRM
Costing & Quantity Estimation of Pasture Land Development
1.0 x 1.0 mt. Spacing
Je dqy Je dqy jk'kh
1dBksj feV`Vh esa [kMMk [kqnkbZ dk;Z 0-60 * 0.60 *0.60=0.216 CumX200 No =43.20 Cum
Per Cum43.20 73.8 81 3188.16 3499.2
2 dBksj feV`Vh esa fjax [kqnkbZ dk;Z Per Cum 118.69 73.8 81 8759.322 9613.89
3
xM`Mks esa Hkjus gsrq ckgj ls ihyh feV`Vh dz; dj ifjogu e; xM`Mks esa HkjkbZ vkSlru 20 izfr'kr xM`Mks esa 73.8+41.70=115.50 cum
Per Cum
8.64 73.8 115.5 637.632 997.92
4ikS/kk [kjhn ou foHkkx dh ulZjh ls nks o"kZ dk ikS/kk
izfr ikS/kk220 0 8 0.00 1760.00
5ikS/k ifjogu 20 fdeh- ls vf/kd nwjh ls
izfr ikS/kk220 172.6 2631 37.97 578.82
6[kqns gq, xM`Mks dks dhVuk'kd nok ls mipkjhr djuk A
izfr ikS/kk200 0.5 0.49 100.00 98.00
7 dhVuk'kd nok [kjhn dk;Z izfr ikS/kk 200 0.5 1 100.00 200.00
8 ikS/kkSa dk jksi.k izfr ikS/kk 200 3.2 3.2 640.00 640.00
9ty laj{k.k gsrq Fkkoyk cukuk 50 lseh- v/nZO;kl esaA
izfr Fkkoyk200 2.1 2.1 420.00 420.00
10ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00
11ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
12o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.1 1.1 440.00 440.00
13 Fkksj Qsaflx dk;Z fjx ds vUnj Rmt 1507 18 30 27126.00 45210.00
14ikS/kSds pkjks vksj rjQ 2 fe- ifjf/k daVhayh >kfM;ksa dh ckM yxkuk e; >kfM;ksa dks LFkkuh; Lrj ls dkVuk -
izfr ikS/kk200 7.2 7.2 1440.00 1440.00
dqy jkf'k 45059.09 70217.83
Je dqy Je dqy jk'kh
12f}rh; o"kZ iqu% jksi.k gsrq 20% jkf'k izFke o"kZ ds ;ksx dh 6590.43 10729.20
13 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.348 1.35 269.60 270.00
14o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.1 1.1 440.00 440.00
15ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00
nj jk'kh
f}rh; o"kZ la/kkj.knj jk'kh
ESTIMATE OF ROAD SIDE PLANTATION WORK izFke o"kZ la/kkj.k
dz-l- fooj.k bZdkbZ ek=k
dz-l- fooj.k bZdkbZ ek=k
16ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
dqy jkf'k 9470.03 16759.20
Je dqy Je dqy jk'kh
17 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.348 1.35 269.60 270.00
18o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.1 1.1 440.00 440.00
19ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr ckj 1400 1.55 1.55 2170.00 2170.00
20ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
dqy jkf'k 2879.60 6030.00rhuks o"kZ dk dqy ;ksx 57408.71 93007.03
Total Cost/ Ha Labour Cost/ Ha
Material Cost/ Ha 57409
2460093007 57409 35598 35598
2460120067
2401122468Grand Total
Labour costAdd.30% reductionMeterialAdd.3% water,Aaya
r`rh; o"kZ la/kkj.k
TotalContengency 2%
nj jk'khdz-l- fooj.k bZdkbZ ek=k
Je dqy Je dqy jk'kh
1dBksj feV`Vh esa [kMMk [kqnkbZ dk;Z 0-60 * 0.60 *0.60=0.216 CumX200 No =43.20 Cum
Per Cum43.20 91 91 3931.2 3931.2
2 dBksj feV`Vh esa fjax [kqnkbZ dk;Z Per Cum 118.69 91 91 10800.79 10800.79
3
xM`Mks esa Hkjus gsrq ckgj ls ihyh feV`Vh dz; dj ifjogu e; xM`Mks esa HkjkbZ vkSlru 20 izfr'kr xM`Mks esa 91+41.70=132.70 cum
Per Cum
8.64 91 132.7 786.24 1146.528
4ikS/kk [kjhn ou foHkkx dh ulZjh ls nks o"kZ dk ikS/kk
izfr ikS/kk220 0 8 0.00 1760.00
5ikS/k ifjogu 20 fdeh- ls vf/kd nwjh ls
izfr ikS/kk220 196 2654 43.12 583.88
6[kqns gq, xM`Mks dks dhVuk'kd nok ls mipkjhr djuk A
izfr ikS/kk200 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 ikS/kkSa dk jksi.k izfr ikS/kk 200 3.6 3.6 720.00 720.00
9ty laj{k.k gsrq Fkkoyk cukuk 50 lseh- v/nZO;kl esaA
izfr Fkkoyk200 2.4 2.4 480.00 480.00
10ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr
ckj
1400 1.85 1.85 2590.00 2590.00
11ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
12o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.2 1.2 480.00 480.00
13 Fkksj Qsaflx dk;Z fjx ds vUnj Rmt 1507 24 31 36168.00 46717.00
14ikS/kSds pkjks vksj rjQ 2 fe- ifjf/k daVhayh >kfM;ksa dh ckM yxkuk e; >kfM;ksa dks LFkkuh; Lrj ls dkVuk -
izfr ikS/kk200 8.2 8.2 1640.00 1640.00
dqy jkf'k 57849.35 74309.40Contengency 3% 2229.28
dqy jkf'k izFke o"kZ 76538.68
Je dqy Je dqy jk'kh
12f}rh; o"kZ iqu% jksi.k gsrq 20% jkf'k izFke o"kZ ds ;ksx dh 8618.46 11188.42
13 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00
14o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.2 1.2 480.00 480.00
bZdkbZ ek=k izFke o"kZ la/kkj.k
fooj.kdz-l-
f}rh; o"kZ la/kkj.knj
nj jk'kh
dz-l- fooj.k bZdkbZ ek=k
ESTIMATE OF ROAD SIDE PLANTATION WORK
jk'kh
15ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr
ckj1400 1.85 1.85 2590.00 2590.00
16ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
dqy jkf'k 11994.46 17714.42Contengency 3% 531.43
dqy jkf'k f}rh; o"kZ 11994.46 18245.85
Je dqy Je dqy jk'kh
17 ikS/kkS dha iqfuax djuk A izfr ikS/kk 200 1.53 1.53 306.00 306.00
18o"kkZ fjrq esa ikS/kkS dh nks ckj funkbZ xqMkbZ djuk (2*200=400 No)
izfr ikS/kk400 1.2 1.2 480.00 480.00
19ikS/kkSa dks ikuh fiykuk 20 yhVj izfr ikS/kk lkr ckjA 200X7=1400 No
izfr ikS/kk izfr lkr
ckj
1400 1.85 1.85 2590.00 2590.00
20ikuh [kjhn e; ifjogu 200X7X20=28000 Lit.
izfr Vsadj / 4000 lit
7 0 450 0.00 3150.00
3376.00 6526.00Contengency 3% 195.78
dqy jkf'k r`rh; o"kZ 3376.00 6721.7873219.81 101506.3116811.27 16811.26990031.08 118317.58
egk;ksx 118318Say Rs 1.19/-KM
rhuks o"kksZ dk dqy ;ksxJe Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
nj jk'kh
r`rh; o"kZ la/kkj.k
dz-l- fooj.k bZdkbZ ek=k
30
S.No Activity No of Trainees Rates Total
Am (Rs) Reference. Remark
1
Daily Allowance for lodging / boarding for non-residential training within the district/state.
30 75/- per trainees/day 2250
Cir.No; 729-814. Dt 09.05.11 Dir. WDSC, Jaipur Item No 1
2
Honorium of Resource person 30
250/- per lecture (2 Hr /lecture/day)
1000Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 5
3
POL (two days jeep Hire Charges) 30 500/- per day 1000
Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7
4
Literature & stationary 30 50/- per
trainees 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11
5
Seating arrangement (tent,matting,chairs,etc)
30 750/- 750Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10
6
Miscellaneous charges 30 0 300
Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12
7TOTAL Am 6800
DETAILED ESTIMATE OF ONE DAYS TRAININGTotal Member
S.No Activity No of Trainees Rates
Total Am (Rs)
Reference. Remark
1
Daily Allowance for lodging / boarding for residential training within the district.
30 125/- per trainees/day 7500Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 2
2
Honorium of Resource person 30 250/- per lecture (2 Hr
/lecture/day) 2000Cir.No; 729-814. Dt 9.05.11 Dir. WDSC, Jaipur Item No 5
3
POL (three days jeep Hire Charges) 30 500/- per day 1500
Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 7
4
One Day Bus Hire Charge for side visit within 300 km
30 0.42/-per km / member 3780
5
Literature & stationary 30 100/- per trainees 3000Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 11
6
Seating arrangement (tent,matting,chairs,etc)
30 1500/- 1500Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 10
7
Miscellaneous charges 30 0 500
Cir.No; 1147-1200. Dt 12.07.04 Dir. WDSC, Jaipur Item No 12
8TOTAL AM 19780
DETAILED ESTIMATE OF TWO DAYS TRAINING
S.No Activity No of Trainees Rates Total Am
(Rs) Remark
1 Meal Expenses 100 75/- per trainees/day 7500
2POL (two days Two jeep Hire Charges) 100 500/- per day 2000
3One Day small truck Hire Charge for Railly 100 1100/- per day 1100
4
Two day tractor Hire Charge for Railly min. 4 tractor
100 1000/- per day 8000
5Material for construction of model 100 L S 5000
6Literature & stationary for Exivation 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
10 Expenditure for Break fast 100 75/- per trainees/day 7500
11 Water tanker for Drinking 100 500/- per day 1000
12 Miscellaneous charges 100 L.S 200013
TOTAL AM 50600
DETAILED ESTIMATE OF PADYATRA (Railly)
S.No HEAD UNIT CHARGES UNIT No. OF
Participants Amount Rs Remarks
1Travelling Allowances & Local 1800 Km 50 90000
2Daily Allowances for loading & boarding of trainees 200x6 No 50 36000
3Stationery & training material (per trainees) 150 No 50 7500
4D.A. of Resource person with the tour (4x6=24 no) 250 No 24 6000
5POL (seven days jeep Hire Charges) 500 Per Day 7 Days 3500
6 Other Expenses 7000 L.S. 70007
TOTAL Am 150000
PRAPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVLOPMENT PROGRAME
PARTICIPANTS-50DURATION-SEVEN NIGHT & SIX DAYS
TOTAL DISTANCE- 1800KM
1 Name of village :- G.P.P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF PAKA WESTE WEIR AT
Design
1 Available crest length 4.00 M
2 Total catchment area 1.00 Ha
WESTE WEIR FOR ARAIBLE LAND
3 Hight of structure 0.35 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 1.00 Ha
Q = 0.27 cumsec K = L3 H L= 75.00 M
Say 0.27 cumsec H= 0.80 MK 726.18Tc=0.0195K0.77
3.11I = 23.90 cm/hr.I = 23.90 cm/hr.
B HYDROLIC DESIGN
Q = 1.71L(h)3/2 L = 4.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.11 Say = 0.10
Taking free board as 0.05 M
Total d = 0.15
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5 0.09 0.09 say = 0.40 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 0.39 Say = 0.75 M
H =heigth of head wall in meters = 0.35 m 0.35 M
(iii) Length of head wall extension H +d + 1 1.50 1.50 M H +d + 1 1.50 1.50 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extensionH + d = 0.50 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.23 0.45 M
(vi) Top width of HW ext0.4H= 0.14 0.40 M
(vii) Length of BasinL.B =0.75(H+d)+H 0.73 0.75 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall H+d = 0.50 0.50 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
1.50
(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 (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 = 0.40 m
b Bottm width of anicut = 0.75 m w1 + w2 self 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 = 0.35 m L considening one metre = 1 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
0.32 0.32 2.20 0.712 w2 = 1/2x(b-a)xHxLxS
0.14 0.14 1.13 0.16
3 p1 =wh x H
0.04 0.04 0.90 0.030.04 0.04 0.90 0.03
4 p2 =wH2/2 x H
0.06 0.06 0.60 0.04
5 p3 =cxwbx(H+h)/2
0.09 0.09 1.80 0.17 TOTAL 0.37 0.10 0.87 0.24
Em=mr-mo0.63
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
3.64
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 3.83
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 = 1.71
e = b/2 - X -1.33
Ev/b (1+6e/b) -10.17
Ev/b (1-6e/b) 11.16
P max = -10.17
P min = 11.16
Name of work :-WHS :-Waste weir 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 (As peritem no.2 page 1 of G.K.N.2012 5.58 91.00 cum 507.78 91.00 507.78
2 cement concrete well mixed in
cement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB (As per item no.191page 17 of G.K.N.2012 BSR of 1.55 1705.00 cum 2647.01 320.00 496.8
ABSTRACT OF COST
Modal estimate of wasteweir in arale land
page 17 of G.K.N.2012 BSR of 1.55 1705.00 cum 2647.01 320.00 496.8 3
Random rubble stone masonaryin cement sand mortar(1:6) forfoundation (As per item no.190a page 17 of G.K.N.2012 BSRof Bhilwara circle
3.58 1265.00 cum 4525.54 357.00 1277.1675 4 Random rubble stone masonary
in cement sand mortar(1:6)forsuper structure (As per itemno.190 a page 17 ofG.K.N.2012 BSR of Bhilwaracircle 1.85 1265.00 cum 2333.93 357.00 658.665
5 Cement plaster including
smooth finishing in cementmortar (1:4)25mm thick (As peritem no.70a page 8 ofG.K.N.2012 BSR of BhilwaraG.K.N.2012 BSR of Bhilwaracircle 11.77 138.00 cum 1623.57 68.90 810.6085
6 Cement concrete coping in
cement mortar1:.2:4.100mmthick (As per item no.194 apage 17 of G.K.N.2012 BSR ofBhilwara circle 0.27 2638.00 cum 717.54 316.00 85.952
TOTAL 12355.36 3836.9737 Rehandling of cement beyond
100 m initial lead lead up to 200 0.88 85.00 75.11 85.00 75.1099525TOTAL 12430.47 3912.08295
TOTAL 12430.47 3912.08898.21 898.214246
13328.69 4810.2972METARIAL 8518.39 SAY 0.09LABOUR 4810.30 SAY 0.05TOTAL 13328.69Add 3% Contingency Charges 399.86
TOTAL Rs. 13728.55
Je Hkkx es 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
TOTAL Rs. 13728.55Say 13800
NAME OF WORK : WASTE WEIR S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:3:6) mm HB(cum) 4.05,0.43,0.86 1.55 6.29 0.67 1.34
2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 5.42 7.59 1.63 5.96
3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 11.77 1.80 0.35
4 Raised &cut pointing (sqm)0.0.32, 0.0043
5 Stone kharanja in cementmortar (1:6)(cum) 1.80,0.375, 1.20
MATERIAL CONSUMPTION STATEMENT
0.375, 1.206 Cement concrete coping in
cement mortar1:1.5:3.75 mmthick 7.33,0.40,0.78 0.27 1.99 0.11 0.21
7 Dry stone pitching TOTAL 17.67 2.76 1.55 5.96
SAY 18 BAGS 0.88 MT
PLAN
1.5 4.00 1.5
1.40
0.3 0.5
0.15
0.40
0.400.40
0.40
0.35 0.25
G.L G.L
0.15
0.45
0.60
0.15
0.15
0.75
0.40
0.50
0.60
0.15
0.75
X-Section
G.L.
2.2.
0.15
0.45
S.W.& H.Ex- X- Sec.
Name of work :- Weste WeirP,S, DISTT. BHILWARA
S.No. PARTICULAR No. LENGTH BREADTH HT/DEPTH QUANTITY1 Total Excavation
H.W. 1.00 4.00 0.75 0.60 1.80H.W.E. 2.00 1.50 0.45 0.60 0.81S.W. 2.00 1.50 0.45 0.60 0.81Toe wall 1.00 4.00 0.30 0.45 0.54Apron 1.00 4.00 0.75 0.45 1.35Wing Wall 2.00 0.50 0.45 0.60 0.27
Total (cu.m) 5.582
DETAILED ESTIMATE
2 Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
Total 5.585 cement concrete well mixed in
cement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.
1.00 4.00 0.75 0.15 0.45H.W.E. 2.00 1.50 0.45 0.15 0.20S.W. 2.00 1.50 0.45 0.15 0.20Toe Wall 1.00 4.00 0.30 0.15 0.18Apron 1.00 4.00 0.75 0.15 0.45Wing Wall 2.00 0.50 0.45 0.15 0.07
Total 1.556 Random rubble stone masonary
in cement sand mortar(1:6) forin cement sand mortar(1:6) forfoundation H.W. 1.00 4.00 0.75 0.45 1.35H.W.E. 2.00 1.50 0.45 0.45 0.61S.W. 2.00 1.50 0.45 0.45 0.61Toe Wall 1.00 4.00 0.30 0.30 0.36Apron 1.00 4.00 0.75 0.15 0.45Wing Wall 2.00 0.50 0.45 0.45 0.20
Total 3.587
Random rubble stone masonaryin cement sand mortar(1:6)forsuper structure
H.W. 1.00 4.00 0.58 0.35 0.81H.W.E 1.00 3.00 0.40 0.50 0.60S.W. 2.00 1.05 0.40 0.25 0.21
2.00 0.30 0.40 0.50 0.122.00 0.05 0.40 0.25 0.01
Wing Wall 2.00 0.50 0.40 0.25 0.10
Total 1.85
9 Cement plaster includingsmooth finishing in cementmortar (1:3)25mm thickH.W. 1.00 4.00 0.35 1.40
1.00 4.00 0.65 2.601.00 4.00 0.30 1.20
S.W. 2.00 0.40 0.15 0.122.00 0.35 0.33 0.122.00 1.05 0.25 0.532.00 0.75 0.30 0.45
H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 4.00 0.15 0.60Wing Wall 2.00 0.50 0.25 0.25Apron 1.00 4.00 0.75 3.00
Total 11.7711 Cement concrete coping in
cement mortar1:2:4.75 mmthickthickH.W. 1.00 4.00 0.40 0.05 0.08S.W. 2.00 1.80 0.40 0.05 0.07H.W.E. 1.00 3.00 0.40 0.05 0.06Toe.Wall 1.00 4.00 0.30 0.05 0.06
Total 0.2712 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 1.5mt (exeluding charges ofwaterring and compaction) Hardsoil
Total 013 Dry stone pitching hammer
dressing with packing of voidsdressing with packing of voidsfrom small stone including alllifts in reqired profile of depthof 20 to 23 cm 0
Total 0
0.10 P3
0.40
P1
0.35 w1 0.55
P2 0.18
0.12 w2
0.45
0.35
0.27
0.75
0.25 0.50
1 Name of village :- G.P.P.S Banera DISTT. BHILWARA ( RAJ.)
2 Name of work :- CONTRUCTION OF PAKA WESTE WEIR
Design
1 Available crest length 4.00 M
2 Total catchment area 1.00 Ha
3 Hight of structure 0.50 M
A Design discharge (By flood discharge method)
WESTE WEIR FOR BANK STAIBLISATION WORK
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 1.00 Ha
Q = 0.27 cumsec K = L3 H L= 75.00 M
Say 0.27 cumsec H= 0.80 MK 726.18Tc=0.0195K0.77
3.11I = 23.90 cm/hr.
B HYDROLIC DESIGN
Q = 1.71L(h)3/2 L = 4.00 mt length available at siteQ = 1.71L(h)3/2 L = 4.00 mt length available at siteh =[Q/1.71L]2/3
h = 0.11 Say = 0.10
Taking free board as 0.05 M
Total d = 0.15
C. STRUCTURAL DESIGN
(I) Top width of Head wallh /(p-1)0.5 0.09 0.09 say = 0.40 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 wallb = h+H /(p-1)0.5 0.53 Say = 0.75 M
H =heigth of head wall in meters = 0.5 m 0.50 M
(iii) Length of head wall extension H +d + 1 1.65 1.65 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extension (iv) Heigth of Head wall extensionH + d = 0.65 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.30 0.45 M
(vi) Top width of HW ext0.4H= 0.2 0.40 M
(vii) Length of BasinL.B =0.75(H+d)+H 0.99 1.00 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall H+d = 0.65 0.65 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 (xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
1.75
(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 = 0.40 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 = 0.50 m L considening one metre = 1 S 2.3 C 0.6 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 xLxS0.46 0.46 2.20 1.01
2 w2 = 1/2x(b-a)xHxLxS0.20 0.20 1.13 0.23
3 p1 =wh x H0.05 0.05 0.90 0.05
4 p2 =wH2/2 x H0.13 0.13 0.60 0.080.13 0.13 0.60 0.08
5 p3 =cxwbx(H+h)/20.14 0.14 1.80 0.24
TOTAL 0.53 0.18 1.24 0.36 Em=mr-mo
0.88
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
3.41
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 3.01
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 = 1.67
e = b/2 - X -1.29
Ev/b (1+6e/b) -9.62
Ev/b (1-6e/b) 11.02
P max = -9.62
P min = 11.02
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 As peritem no.2 page 1 ofG.K.N.2012 BSR of Bhilwaracircle
6.17 91.00 cum 561.02 91.00 561.015 2
cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HBAs per item no.191
ABSTRACT OF COST
Modal estimate of wasteweir in arale land
50mm. HBAs per item no.191page 17 of G.K.N.2012 BSRof Bhilwara circle
1.74 1705.00 cum 2960.31 320.00 555.6 3 Random rubble stone
masonary in cement sandmortar(1:6) for foundationAsper item no.190A page 17of G.K.N.2012 BSR ofBhilwara circle 3.83 1265.00 cum 4843.37 357.00 1366.86
4 Random rubble stone
masonary in cement sandmortar(1:6) forsuperstructureAs per item no.191page 17 of G.K.N.2012 BSRof Bhilwara circle 2.57 1265.00 cum 3247.26 357.00 916.419
5 Cement plaster including
smooth finishing in cementmortar (1:4)25mm thickAsper item no.70A page 8 ofper item no.70A page 8 ofG.K.N.2012 BSR of Bhilwaracircle 13.44 138.00 cum 1854.03 68.90 925.67
6
Cement concrete coping incement mortar1:.2:4.100mmthickAs per item no.194Apage 17 of G.K.N.2012 BSRof Bhilwara circle
0.28 2638.00 cum 743.92 316.00 89.11 TOTAL 14209.89 4414.68
Je Hkkx esa 22.96 % etnwjh esa o`f) ds dkj.k vfrfjDr tksMuk 1013.61 1013.61TOTAL 15223.50 5428.29
TOTAL 15223.50 5428.29Add 3% Contingency Charges 457
TOTAL 15680 5428.29METARIAL 10252 SAY 9900/-LABOUR 5428 SAY 4700/-TOTAL 15680
TOTAL Rs. 15680 Say 15700
NAME OF WORK : WASTE WEIR S.no Particular Qty. Cement Sand Aggregate Stone Bags Cum 50mm 20mm Cum
1 Cement concrete (1:3:6) mmHB (cum) 4.05,0.43,0.86 1.74 7.03 0.75 1.49
2 R R stone masonary (1:6)Foundation/ Super structure(cum) 1.40, 0.30, 1.10 6.40 8.95 1.92 7.04
3 Cement plaster (1:6)25 mmthick (sqm) 0.153 0.03 13.44 2.06 0.40
4 Raised &cut pointing (sqm)0.0.32, 0.0043
5 Stone kharanja in cementmortar (1:6)(cum)1.80, 0.375, 1.20
6 Cement concrete coping incement mortar1:1.5:3.75 mmthick 7.33,0.40,0.78 0.28 2.07 0.11 0.22
MATERIAL CONSUMPTION STATEMENT
thick 7.33,0.40,0.78 0.28 2.07 0.11 0.227 Dry stone pitching
TOTAL 20.11 3.18 1.71 7.04SAY 20 BAGS 1.01 MT
PLAN1.5 4.00 1.5
1.40
0.3 0.5
0.150.40
0.50 0.25G.L G.L
0.15
0.400.40
0.450.60
0.150.15
0.75
0.40
0.65
0.60
0.150.45
S.W.& H.Ex- X- Sec.
1.00
X-Section
G.L.
2.2.
Name of work :- Weste WeirP,S, -Banera DISTT. BHILWARA
S.No.PARTICULAR No. LENGTHBREADTHHT/DEPTH QUANTITY1 Total Excavation
H.W. 1.00 4.00 0.75 0.60 1.80H.W.E. 2.00 1.50 0.45 0.60 0.81S.W. 2.00 1.75 0.45 0.60 0.95Toe wall 1.00 4.00 0.30 0.45 0.54Apron 1.00 4.00 1.00 0.45 1.80Wing Wall 2.00 0.50 0.45 0.60 0.27
Total (cu.m) 6.172 Excavation in hard soil dry or
most&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%of
DETAILED ESTIMATE
dressing etc complete 10%ofTotalExcavation
Total 6.175 cement concrete well mixed
in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W. 1.00 4.00 0.75 0.15 0.45H.W.E. 2.00 1.50 0.45 0.15 0.20S.W. 2.00 1.75 0.45 0.15 0.24Toe Wall 1.00 4.00 0.30 0.15 0.18Apron 1.00 4.00 1.00 0.15 0.60Wing Wall 2.00 0.50 0.45 0.15 0.07
Total 1.746 Random rubble stone
masonary in cement sandmortar(1:6) for foundation H.W. 1.00 4.00 0.75 0.45 1.35H.W.E. 2.00 1.50 0.45 0.45 0.61S.W. 2.00 1.75 0.45 0.45 0.71Toe Wall 1.00 4.00 0.30 0.30 0.36Apron 1.00 4.00 1.00 0.15 0.60Apron 1.00 4.00 1.00 0.15 0.60Wing Wall 2.00 0.50 0.45 0.45 0.20
Total 3.837
Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure
H.W. 1.00 4.00 0.58 0.50 1.15H.W.E 1.00 3.00 0.40 0.65 0.78S.W. 2.00 1.30 0.40 0.33 0.34
2.00 0.30 0.40 0.65 0.162.00 0.05 0.40 0.33 0.01
Wing Wall 2.00 0.50 0.40 0.33 0.13
Total 2.57
9 Cement plaster includingsmooth finishing in cementmortar (1:3)25mm thickH.W. 1.00 4.00 0.50 2.00
1.00 4.00 0.80 3.201.00 4.00 0.30 1.20
S.W. 2.00 0.40 0.15 0.122.00 0.35 0.40 0.122.00 1.30 0.33 0.852.00 1.00 0.30 0.60
H.W.E. 1.00 3.00 0.50 1.50Toe Wall 1.00 4.00 0.15 0.60Wing Wall 2.00 0.50 0.25 0.25Apron 1.00 4.00 0.75 3.00
Total 13.4411 Cement concrete coping in
cement mortar1:2:4.75 mmthickH.W. 1.00 4.00 0.40 0.05 0.08S.W. 2.00 2.05 0.40 0.05 0.08H.W.E. 1.00 3.00 0.40 0.05 0.06H.W.E. 1.00 3.00 0.40 0.05 0.06Toe.Wall 1.00 4.00 0.30 0.05 0.06
Total 0.2812 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
13 Dry stone pitching hammerdressing with packing ofvoids from small stoneincluding all lifts in reqiredprofile of depth of 20 to 23cm 0cm 0
Total 0
0.10 P30.40
P1
0.50 w1 0.55 P2 0.25
0.17 w2
0.60
0.50
0.36
0.75
0.25 0.50
Anar Plant Total plant 400 No C/C 5mx5m
S.N Details of work Qty Unit
1
Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle
202.50 cum 91 91 18427.50 18427.50
2 Treatment of pits
aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle
400.00 Per plant 0.55 0.55 220.00 220.00
bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle
400.00 Per plant 0.27 0.27 108.00 108.00
2
Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle
400.00 Per plant 7.40 7.40 2960.00 2960.00
3
Cost of Plant including transportation (16+2=18) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle
400.00 Per plant 0.00 18.00 0.00 7200.00
4
Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle
400.00 Per plant 2.40 2.40 960.00 960.00
5
Weeding & hoeing three times in the year (400x3x3=3600) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle
3600.00 Per plant 1.20 1.20 4320.00 4320.00
6 Cost of Mannure including transportation As per iMarket Rate 400.00 Per Kg 0.50 2.00 200.00 800.00
7 Cost of Chemical including transportation As per iMarket Rate 400.00 Per plant 0.50 1.00 200.00 400.00
Total 27395.50 35395.508 Gap filling 20% 5479.1 7079.10
Total 32874.60 42474.607548.01 7548.01
40422.61 50022.61Say Rs 40423 50023
Contengency 3% 1501Grand total 51523
404231110151523
Labour AmMeterial Am
Total Am
MODEL ESTIMATE OF HORTICULTURE PLANTATION
Rate Amount
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Guava Plant Total plant 277 No C/C 6mx6m
S.N Details of work Qty UnitLc Total Lc Total
1
Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle
140.23 cum 91 91 12761 12761
2 Treatment of pits
aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.55 0.55 152.35 152.35
bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.27 0.27 74.79 74.79
3
Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 7.40 7.40 2049.8 2049.80
4
Cost of Plant including transportation (14+2=16) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.00 16.00 0 4432.00
5
Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 2.40 2.40 664.8 664.80
6
Weeding & hoeing three times in the year (277x3x3=2493)As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle
2493 Per plant 1.20 1.20 2991.6 2991.60
7 Cost of Mannure including transportation As per iMarket Rate 277 Per Kg 0.50 2.00 138.5 554.00
8 Cost of Chemical including transportation As per iMarket Rate 277 Per plant 0.25 1.00 69.25 277.00
Total 18902.13 23957.389 Gap filling 20% 3780.427 4791.48
Total 22682.56 28748.865207.92 5207.92
27890.48 33956.78Say 27890 33957
Contengency 3% 1019Grand total 34975
27890708534975
Labour AmMeterial Am
Total Am
MODEL ESTIMATE OF HORTICULTURE PLANTATION
Rate Amount
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Nimbu Plant Total plant 277 No C/C 6mx6m
S.N Details of work Qty UnitLc Total Lc Total
1
Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle
140.23 cum 91.00 91.00 12761.04 12761.04
2 Treatment of pits
aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.55 0.55
152.35
152.35
bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.27 0.27
74.79
74.79
3
Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 7.40 7.40
2049.80
2049.80
4
Cost of Plant including transportation (7+2=9) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 0.00 9.00
0.00
2493.00
5
Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle
277 Per plant 2.40 2.40
664.80
664.80
6
Weeding & hoeing three times in the year (156x3x3=1404) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle
2493 Per plant 1.20 1.20
2991.60
2991.60
7Cost of Mannure including transportation As per iMarket Rate
277 Per Kg 0.50 2.00138.50
554.00
8Cost of Chemical including transportation As per iMarket Rate
277 Per plant 0.50 1.00138.50
277.00
Total 18971.38 22018.389 Gap filling 20% 3794.2768 4403.68
Total 22765.66 26422.065227.00 5227.00
27992.66 31649.06Say Rs 27993 31649
Contengency 3% 949Grand total 32599
27993460632599
Labour AmMeterial Am
Total Am
MODEL ESTIMATE OF HORTICULTURE PLANTATION
Rate Amount
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Orange Plantation ProductionTotal plant 277 No C/C 6mx6m
S.N Details of work Qty UnitLc Total Lc Total
1
Excavation of earth work in hard soil for digging of pits, 0.75 x0.75 x0.90 = 0.5062cum As per item no.189 B page 17 of G.K.N.2012 BSR of Bhilwara circle
140.23 cum 91.00 91.00 12761.04 12761.04
2 Treatment of pits
aThrough chemicals As per item no.144 page 14 of G.K.N.2012 BSR of Bhilwara circle
277.00 Per plant 0.55 0.55 152.35 152.35
bThrough mannure As per item no.145 page 14 of G.K.N.2012 BSR of Bhilwara circle
277.00 Per plant 0.27 0.27 74.79 74.79
3
Planting of plant with rehandling upto 100m,refilling of soil & compaction etc As per item no.153 page 15 of G.K.N.2012 BSR of Bhilwara circle
277.00 Per plant 7.40 7.40 2049.80 2049.80
4
Cost of Plant including transportation (16+2=18) As per item no.6 page Meterial cost of G.K.N.2012 BSR of Bhilwara circle
277.00 Per plant 0.00 18.00 0.00 4986.00
5
Making of thanwala,of 50 cm radious As per item no.151 page 14 of G.K.N.2012 BSR of Bhilwara circle
277.00 Per plant 2.40 2.40 664.80 664.80
6
Weeding & hoeing three times in the year (277x3x3=2493) As per item no.150 page 14 of G.K.N.2012 BSR of Bhilwara circle
2493.00 Per plant 1.20 1.20 2991.60 2991.60
7Cost of Mannure including transportation As per iMarket Rate
277.00 Per Kg 0.50 2.00 138.50 554.00
8Cost of Chemical including transportation As per iMarket Rate
277.00 Per plant 0.50 1.00 138.50 277.00
Total 18971.38 24511.389 Gap filling 20% 3794.277 4902.28
Total 22765.66 29413.665227.00 5227.00
27992.66 34640.66Say Rs 27993 34641
Contengency 3% 1039Grand total 35680
27993768735680
Labour AmMeterial Am
Total Am
MODEL ESTIMATE OF HORTICULTURE PLANTATION
Rate Amount
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
BANERA4
No. of Trainees:- 30S.No Activities Rate Unit Total Remark
1 Daily allowance For Loading/ Boarding Trainees
30 Trainees for Four Days
800 per Trainees per Days
96000.00 As per Annexure I
2 Food Charges (Break fast, lunch, Dinner, Tea & Snakes
30 Trainees for Four Days
200 per Trainees per Days
24000.00 As per Annexure I
3 Stationary and Training Material ( Per Trainees )
30 Trainees 390 Per Trainees 11700.00 As per Annexure I
4 Honorium of resource person (4X2=8)
8 Resource person for One days per two hour
700 per resource person
5600.00 As per Annexure I
5 Honorium of Eminent Guest Speakers
2 Resource person for One days per two hour
2500 per resource person
5000.00 As per Annexure I
6 Daily allowance of resource person
10 Resource person for One days
800 per resource person
8000.00 As per Annexure I
7 Travelling allowance of resource person
10 Resource person for One days
100 Actual bus fare
1000.00 As per Annexure I
8 Tantage and class room facility creation
4 One days programme
3000 Actual 12000.00 As per Annexure I
9 Miscellaneous charges 3600.00 As per Annexure I
Total 166900.00
1669005600
Total Cost of 30 memberPer Member Cost
Say 5600/-Rs per Member per trainning
DETAILED EXPENDITURE OF PASTURE DEVELOPMENT & MANAGEMENT TRAINING
(Four Day Training )Training Date :- Panchayat Sameeti :-Training Place :- DISTICT LEVEL
No. Of Person
(a) Bannar (b) Photo
Actual
No. of Training Days :- Project Name :- IWMP -XVIINAME OF TRAINNERS :- PIA & WDT
BANERA3
No. of Trainees:- 30S.No Activities Rate Unit Total Remark
1 Daily allowance For Loading/ Boarding Trainees
30 Trainees for Three Days 1000 per Trainees per Days
90000.00 As per Annexure I
2 Food Charges (Break fast, lunch, Dinner, Tea & Snakes
30 Trainees for Three Days 250 per Trainees per Days
22500.00 As per Annexure I
3 Stationary and Training Material ( Per Trainees )
30 Trainees 390 Per Trainees 11700.00 As per Annexure I
4 Honorium of resource person (3X2=6)
6 Resource person for One days per two hour
700 per resource person
4200.00 As per Annexure I
5 Honorium of Eminent Guest Speakers
2 Resource person for One days per two hour
2500 per resource person
5000.00 As per Annexure I
6 Daily allowance of resource person
8 Resource person for One days
1000 per resource person
8000.00 As per Annexure I
7 Travelling allowance of resource person
8 Resource person for One days
150 Actual bus fare
1200.00 As per Annexure I
8 Tantage and class room facility creation
3 One days programme 4000 Actual 12000.00 As per Annexure I
9 Miscellaneous charges 3600.00 As per Annexure I
Total 158200.00
1582005300
Total Cost of 30 memberPer Member Cost
Say 5300/-Rs per Member per trainning
DETAILED EXPENDITURE OF WDT & PIA TRANNING PROGRAMME(Three Day Training )
Training Date :- Panchayat Sameeti :-Training Place :- STATE LEVEL
(a) Bannar (b) Photo
Actual
NAME OF TRAINNERS :- PIA & WDT
No. of Training Days :- Project Name :- IWMP -XVII
No. Of Person
Banera1
No. of Trainees:- 50S.No Activities Total Remark
1 Daily allowance For Loading/ Boarding Trainees
50 Trainees for One Days
125 per Trainees Days
6250.00 As per Annexure I
2 Stationary and Training Material ( Per Trainees )
50 Trainees 120 Per Trainees
6000.00 As Per Annexure II
3 Honorium of resource person
12 Resource person for One days
250 per resource person
3000.00 As Per Annexure III
4 Daily allowance of resource person
12 Resource person for One days
70 per resource person
840.00 As Per Annexure III
5 Travelling allowance of resource person
12 Resource person for One days
120 Actual bus fare
1440.00 As Per Annexure III
6 Tantage and class room facility creation
One days programme
2000 Actual 2000.00 As Per Annexure IV
7 Jeep hiring charges
4 Days jeep hiring
500 per day 2000.00 As PerAnnexure V
8 Miscellaneous charges
1500.00 As PerAnnexure VII
Total 23030.00
(a) Bannar (b) Photo
Training Place :- No. of Training Days :- Project Name :- IWMP-XVII
Stake holder :- Village CommunityNo. Of Person Rate
(2Day SHG Training )Training Date :- Panchayat Sameeti :-
Reference –
Actual
DETAILED ESTIMATE OF ONE DAY TRAINNING
1 Days
No. of Trainees:- 50S.No Activities Total Remark
1 Daily allowance For Loading/ Boarding Trainees
50 Trainees for One Days
75 per Trainees Days
3750.00 As per Annexure I
2 Stationary and Training Material ( Per Trainees )
50 Trainees 50 Per Trainees
2500.00 As Per Annexure II
3 Honorium of resource person
4 Resource person for One days
250 per resource person
1000.00 As Per Annexure III
4 Daily allowance of resource person
4 Resource person for One days
70 per resource person
280.00 As Per Annexure III
5 Travelling allowance of resource person
4 Resource person for One days
110 Actual bus fare
440.00 As Per Annexure III
6 Tantage and class room facility creation
1 One days programme
750 Actual 750.00 As Per Annexure IV
7 Jeep hiring charges
2 Days jeep hiring
500 per day 1000.00 As PerAnnexure V
8 Miscellaneous charges
300.00 As PerAnnexure VII
Total 10020.00
Panchayat Sameeti :-
Reference –
Training Place :- No. of Training Days :-
DETAILED EXPENDITURE OF PASTURE DEVELOPMENT & MANAGEMENT TRAINING
(One Day Training )Training Date :-
(a) Bannar (b) Photo
Actual
Stake holder :- Village CommunityNo. Of Person Rate
Project Name :-
1-
2- ;kstuk dk uke&
Je dqy Je ;ksx
1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;Z 1 2 50 1001 4 20 801 4 12 48
228 1.00 1.00 228.00 228.00
dk;kZy; iapk;r lfefr] cusMk ] ftyk HkhyokMk fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku
dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z xzke& xzke iapk;r&
Total
izfr jfuax eh
iSans dh pkSM+kbZ 12 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj Location- 0
Åij dk {ks=Qy
vkSlr {ks=Qy
xgjkbZ jkf'kek=k bdkbZ njØa-la- dk;Z dk fooj.k la0 iSnsa dk {ks=Qy
228 1.00 1.00 228.00 228.00
2 txay dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM+;ksa dksdkVus lfgrA 1 44 32 1408 oxZ eh- 1.36 1.36 1914.88 1914.88
3uhao] [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 A- l[r] fpduh] dadj feêh esa 60 izfr- vkSlr 1 144 400 272 1.2 326.4 ?ku eh- 91.00 91.00 29702.40 29702.40
B- eqjZe 1 144 400 272 0.4 108.8 ?ku eh- 99.00 99.00 10771.20 10771.20
C- fo?kfVr pV~Vku @eqjZe 20 izfr- vkSlr 1 144 400 272 0.4 108.8 ?ku eh- 134.00 134.00 14579.20 14579.204 vfrfjDr fy¶V dk dk;Z 1 144 196 170 0.5 85 l[;k 11.00 11.00 935.00 935.005 c.M ij /kke.k /kkl cqckbZ dk dk;ZA 15 ykbu esa 1 15 50 750 izfr
jfuax eh0.59 0.59 442.50 442.50
6 /kke.k /kkl [kjhn dk;ZA 6 fdxzk 0.00 82.00 0.00 492.00Total Total 58573.18 59065.18
13448.40 13448.40
;ksx 72022 72513.58
tksM+ 3 % dfUVu tsalh 2175.41
dqy
Je Hkkx esa 22.96 % etnwjh esa of̀) ds dkj.k vfrfjDr tksMuk
Total
dqy ;ksx
74689
SAY 74700
72020
268074700dqy ;ksx
ykxr Je en esa
ykxr lkexzh en esa
1-
2- ;kstuk dk uke&
Je dqy Je ;ksx
1 5 ls 7 lseh xgjkbZ dk Mkxcsfyax dk;Z 1 2 50 100
1 4 20 80
dk;kZy; iapk;r lfefr] cusMk ] ftyk HkhyokMk fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku
dk;Z dk Ukke& QkeZ ikS.M fuekZ.k dk;Z xzke& xzke iapk;r&
MNREGS
izfr jfuax
iSans dh pkSM+kbZ 12 eh- & Åij dh pkSM+kbZ 20 eh- & xgjkbZ 2 ehVj Location- 0
Åij dk
{ks=Qy
vkSlr {ks=Qy
xgjkbZ jkf'kNREGS
ek=k bdkbZ njØa-la- dk;Z dk fooj.k la0 iSnsa dk {ks=Qy
1 4 20 801 4 12 48
228 0.88 0.88 200.64 200.64
2 txay dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM+;ksa dksdkVus lfgrA 1 44 32 1408 oxZ eh- 1.20 1.20 1689.60 1689.60
3 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 A- l[r] fpduh] dadj feêh esa 60 izfr- vkSlr 1 144 400 272 1.2 326.4 ?ku eh- 73.80 81.00 24088.32 26438.40
B- eqjZe 1 144 400 272 0.4 108.8 ?ku eh- 79.30 88.00 8627.84 9574.40
C- fo?kfVr pV~Vku @eqjZe izfr- vkSlr 1 144 400 272 0.4 108.8 ?ku eh- 110.70 118.00 12044.16 12838.40
4 vfrfjDr fy¶V dk dk;Z 1 144 196 170 0.5 85.00 l[;k 10.00 10.00 850.00 850.00
5 c.M ij /kke.k /kkl cqckbZ dk dk;ZA 15 ykbu esa 1 15 50 750 izfr jfuax eh
0.52 0.52 390.00 390.00
6 /kke.k /kkl [kjhn dk;ZA 6 fdxzk 0.00 82.00 0.00 492.00
Total 47890.56 52473.44Total
izfr jfuax eh
Total
Total 47890.56 52473.4420521.105 20521.10
;ksx 68412 72994.54tksMs+ 3 ikuh okyk + vk;k
2052.35 2052.35
;ksx 70464 75046.891500.9476548
SAY 7660070460614076600
ykxr lkexzh en esa dqy ;ksx
TotalJe Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk
dqy ;ksx
ykxr Je en esa
Number of Participants 40Total no of Exposure 1
Sno DescriptionKm Rate in RS Unit Amount Remarks
1
Bus Charges 41/56 Seater for 6 days RSTC rate as per RSTC Jaipur Order dated 3/10/2011 (Insurance / Toll tex approx /Interstate permit )
2300 50 Per Km 115000 Both Side
2 Lodging and Boarding for 6 day 40 250 Per Person 60000 (40x250x6=60000)
3 Training Materials 40 150 Per Person 6000 (150x40=6000)
4 Honorarium Charges of Resource persons 6 1000 Per days 6000
1 day = 8 hrs, so there would be 4 sessions per day. Thus honorarium charges = RS 250/ 2hrs * 4 sessions
5 Hired Jeep 7 500 Per days 3500
6training hall , banner, medicines, WOTR A dministrative charges and other Misc expenses
20000 WOTR admin charges - 10 % of its overall expenses.
210500
Outer State Exposure trip of IWMP_17 Banera (Panchayat Samiti Banera)
Roadways Bus (RSTC)
OTHER STATE EXPOSURE TOUR ESTIMATE
Total Am
dz-l- xkWao dk uke xzke iapk;r Qly dk
uke
d`"kd
dh
la[;k
nj jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k d`"kd
dh
la[;k
jkf'k d`"kd
dh
la[;k
jkf'k
eDdk 50 2116 105800 0 0 20 42320 20 42320 10 21160mMn 20 2363 47260 0 0 10 23630 5 11815 5 11815ewWax 20 2695 53900 0 0 10 26950 5 13475 5 13475fry 20 2163 43260 0 0 10 21630 5 10815 5 10815Xokj 20 2490 49800 0 0 10 24900 5 12450 5 12450
130 300020 0 0 0 0 60 139430 40 90875 30 69715eDdk 30 2116 63480 0 0 10 21160 10 21160 10 21160mMn 10 2363 23630 0 0 5 11815 5 11815 0 0
ewWax 10 2695 26950 0 0 5 13475 5 13475 0 0fry 10 2163 21630 0 0 5 10815 5 10815 0 0
Xokj 6 2490 14940 0 0 6 14940 0 0 0 0
66 150630 0 0 0 0 31 72205 25 57265 10 21160
eDdk 14 2116 29624 0 0 14 29624 0 0 0 0mMn 4 2363 9452 0 0 4 9452 0 0 0 0ewWax 4 2695 10780 0 0 4 10780 0 0 0 0fry 0 2163 0 0 0 0 0 0 0 0 0Xokj 0 2490 0 0 0 0 0 0 0 0 0
22 49856 0 0 0 0 22 49856 0 0 0 0eDdk 40 2116 84640 0 0 20 42320 10 21160 10 21160mMn 15 2363 35445 0 0 5 11815 5 11815 5 11815ewWax 15 2695 40425 623167 0 0 5 13475 5 13475 5 13475fry 14 2163 30282 0 0 5 10815 5 10815 4 8652Xokj 15 2490 37350 0 0 5 12450 5 12450 5 12450
99 228142 0 623167 0 0 40 90875 30 69715 29 67552eDdk 20 2116 42320 0 0 10 21160 5 10580 5 10580mMn 15 2363 35445 0 0 5 11815 5 11815 5 11815ewWax 15 2695 40425 0 0 5 13475 5 13475 5 13475fry 10 2163 21630 0 0 0 0 5 10815 5 10815Xokj 10 2490 24900 0 0 0 0 5 12450 5 12450
Total
Total
dklkSfj;k
4
dklkSfj;k dklkSfj;k
5
tklkSfj;k
iape o"kZ
2
?kjVk ?kjVk
3
dqf.M;k dykdqf.M;k dyk
Total
dqy ykxr
1
Mkcyk Mkcyk
Total
AREA IN HACT. 0.4O tyxzg.k {ks= es [kjhQ dh Qly izn'kZu izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ
70 164720 0 0 0 0 20 46450 25 59135 25 59135eDdk 20 2116 42320 0 0 0 0 20 42320 0 0mMn 5 2363 11815 0 0 0 0 5 11815 0 0ewWax 5 2695 13475 0 0 0 0 5 13475 0 0fry 5 2163 10815 0 0 0 0 5 10815 0 0Xokj 5 2490 12450 0 0 0 0 5 12450 0 0
40 90875 0 0 0 0 0 0 40 90875 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0
30 69715 0 0 0 0 30 69715 0 0 0 0eDdk 10 2116 21160 0 0 10 21160 0 0 0 0mMn 5 2363 11815 0 0 5 11815 0 0 0 0ewWax 5 2695 13475 0 0 5 13475 0 0 0 0fry 5 2163 10815 0 0 5 10815 0 0 0 0Xokj 5 2490 12450 0 0 5 12450 0 0 0 0
30 69715 0 0 0 0 30 69715 0 0 0 0487 1123673 0 623167 0 0 233 538246 160 367865 94 217562
eDdk 194 2116 410504mMn 79 2363 186677ewWax 79 2695 212905fry 69 2163 149247Xokj 66 2490 164340
487 1123673
Total
Total KharifTotal
Total
Total7
nsoiqjk dklkSfj;k
8
dkyh ihiyh
dklkSfj;k
Total
6
fot;iqj dklkSfj;k
dz-l-
xkWao dk uke
xzke iapk;r
Qly dk uke
d`"kd dh
la[;k
nj jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k d`"kd dh
la[;k
jkf'k
xsgwWa 40 2600 104000 0 0 20 52000 10 26000 10 26000puk 20 3083 61660 0 0 10 30830 5 15415 5 15415ljlks 18 1894 34092 0 0 10 18940 4 7576 4 7576
78 199752 0 0 0 0 40 101770 19 48991 19 48991xsgwWa 20 2600 52000 0 0 10 26000 5 13000 5 13000puk 10 3083 30830 0 0 5 15415 5 15415 0 0ljlks 9 1894 17046 0 0 5 9470 4 7576 0 0
39 99876 0 0 0 0 20 50885 14 35991 5 13000xsgwWa 15 2600 39000 0 0 5 13000 5 13000 5 13000puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 6 1894 11364 0 0 2 3788 2 3788 2 3788
26 65779 0 0 0 0 9 22954 9 22954 8 19871xsgwWa 20 2600 52000 0 0 10 26000 5 13000 5 13000puk 10 3083 30830 0 0 4 12332 4 12332 2 6166ljlks 10 1894 18940 0 0 4 7576 4 7576 2 3788
40 101770 0 0 0 0 18 45908 13 32908 9 22954xsgwWa 20 2600 52000 0 0 10 26000 5 13000 5 13000puk 10 3083 30830 0 0 5 15415 5 15415 0 0ljlks 10 1894 18940 0 0 5 9470 5 9470 0 0
40 101770 0 0 0 0 20 50885 15 37885 5 13000xsgwWa 27 2600 70200 0 0 10 26000 10 26000 7 18200puk 10 3083 30830 0 0 5 15415 5 15415 0 0ljlks 10 1894 18940 0 0 5 9470 5 9470 0 0
47 119970 0 0 0 0 20 50885 20 50885 7 18200xsgwWa 10 2600 26000 0 0 4 10400 4 10400 2 5200puk 5 3083 15415 0 0 2 6166 2 6166 1 3083ljlks 5 1894 9470 0 0 2 3788 2 3788 1 1894
20 50885 0 0 0 0 8 20354 8 20354 4 10177
4 dklkSfj;k dklkSfj;k
5
7
Total
6
1 Mkcyk Mkcyk
fot;iqj
Total
Total
3 dqf.M;k dyk
dqf.M;k dyk
Total
Total
Total
Total
2 ?kjVk ?kjVk
dklkSfj;k
tklkSfj;k dklkSfj;k
AREA IN HACT. 0.4O tyxzg.k {ks= es jch dh Qly izn'kZu izFke o"kZ f)rh; o"kZ r`rh; o"kZ prqFkZ o"kZ iape o"kZ
nsoiqjk dklkSfj;k
xsgwWa 10 2600 26000 0 0 4 10400 4 10400 2 5200puk 5 3083 15415 0 0 5 15415 0 0 0 0ljlks 5 1894 9470 0 0 5 9470 0 0 0 0
20 50885 0 0 0 0 14 35285 4 10400 2 5200310 790687 0 0 0 0 149 378926 102 260368 59 151393
xsgwWa 162 2600 421200puk 75 3083 231225ljlks 73 1894 138262
310 790687Total
SUMMARY
Total Rabi
8 dkyh ihiyh
dklkSfj;k
Total
UNIT COST UNIT COST UNIT COST UNIT COST UNIT COST
1 GUAVAVA 5 34975 174875 0 0 0 0 2 69950 2 69950 1 34975
2 ANAR 5 51523 257615 0 0 0 0 2 103046 2 103046 1 51523
3 ORANGE 5 35680 178400 0 0 0 0 2 71360 2 71360 1 35680
4 NIMBU 4 32599 130396 0 0 0 0 2 65198 2 65198 0 0
19 741286 0 0 0 0 8 309554 8 309554 3 122178
39015
Qynkj iks/kk jksi.k S.NO.
TEYP OF PLANTS
UNIT Hact.
UINT COST /Ha. Total Cost
I YEAR II YEAR III YEAR IV YEAR V YEAR
TOTAL( C )