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IWMP -IV P.S. REVDER DETAILED PROJECT REPORT
NAME OF WATERSHED : IWMP-IV
MACRO : 12
MICRO : 1,2,3,4 & 5
GEOGRAPHICAL AREA : 4577 Hectare
PROPOSED AREA FOR TREATMENT : 4577 Hectare
PROJECT COST (Including convergence
with other schemes) : 859.38 Lacks
WATERSHED SCHEME : 549.24 Lacks
OTHER SCHEMES : 310.15 Lacks
TOTAL COST PER HACT. : 18776/-HA
W/S COST PER HACT. : 12000/-HA
PANCHAYAT SAMITI : REVDER
DISTRICT : SIROHI
Prepared By:-
ASSISTANT ENGINEER PANCHAYAT SAMITI REVDER
SIROHI (RAJ.)
1
I N T R O D U C T I O N
1. P.S. REODER At A Glance
P.S. REODER is situated between 240 25’ and 240 48’ North latitude and 720 15’ and 720 47’ East
longitude. Located in South West SIROHI the town of P.S. REODER is the P.S. headquarters.
The P.S. is bounded on the north by JALOR Distt & SIROHI P.S. on the east by P.S. ABUROAD
P.S. on the south by GUJRAT State and on the west by JALOR Distt & The total length of the
P.S. from west to east is 42 km while the breadth from north to south is 30 km approximately.
P.S. total geographical area of 1089 square km i.e 108900 Ha. The P.S. is divided for
administrative purposes in 37 Gram Panchayat.
2
A. Demography: The total number of
households being 31861 with an average
household Six of 7 per household. The
REODER P.S. has a total population of
175344 (as per 2001 census), at a density of
161 persons per sq km. The male Female
ratio in the district is 1000 males per
945females. The population has increased
in the P.S. by 19.22 % from 1991 to 2001.
The P.S. has a Scheduled Caste population of 58325 and Scheduled Tribe population of 20375
which is 33.26 % and 11.62 % of the total population. A larger section of the human population
i.e. 100 % (175344 people in rural area) of the P.S. resides in the villages. JAT and Meenas form
the larger portion of the tribal population in the P.S.
Climate: The watershed area falls under sub humid climatic zone. The average rainfall of the area is 535 mm. The climate of this area is influenced by the rain bearing South West wind and North East wind from Himalayan Mountains. The distribution of rain fall is uneven and erratic. Monsoon normally breaks in the middle of June and lasts till mid of September. July and August months account for the major share of annual rainfall. Winter rains are generally intermittent and mild runoff is produced mostly by showers. Winter showers being mild do not cause any runoff.
Summers are extremely hot May and June being hottest months recorded average maximum temperature is 45-48 C. December and January month account for lowest temperature Average minimum temperature is 4-7 C.
Rainfall Sirohi
0
200
400
600
800
1000
1200
1400
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
Year
Rai
nfa
ll (m
m)
POPULATION 2001
Total population 175344
Rural Population (%) 100
Urban Population (%) 0
Male Population (%) 51.41
Female Population (%) 48.59
% Population of Scheduled
Caste
33.26
% Population of Scheduled
Tribe
11.62
Density (per sq.Km) 161
Decadal growth rate (1991-
2001)
19.22
3
HUMIDITY: During summer month of April, May and June humidity is least. During rainy season it may be as high as 100 %. During winter it falls down to 25%. Critical period for crop and natural vegetation are the summer months. Evaporation and evapotranspiration losses in general are the highest during summer month. SOIL:
Soil in this area varies in their fertility from place to place. The area is characterised by shallow hills having kankar & Murrum & Sandy Loam. The soil is conducive to cultivation of Bajra , Gawar , Moong , Til and wheat. Sarson Soil on slopes is subjected to continuous fertility erosion. Soils are low in nitrogen and phosphorus and medium in respect of potash. TOPOGRAPHY AND DRAINAGE:
The topography of this region is gently undulating to rolling, Slopes range from 1.0% to 4%. Due to steep slopes deep gully and presence of many water courses their is no drainage problem. The runoff is drained through rivulets and all the runoff goes waste from the area. Soil being gravely, sub-surface drainage is also very good and there is no problem of water logging in any season during the year. The watershed forms parts of SIPU NADI MIP Catchment. NATURAL VEGETATION:
The vegetation is sparse due to various biotic factors i.e. deforestation, overgrazing etc. Which have destroyed the economic species and left with only little to account for? For stable and growing economy of nation, proper and optimum utilization of the natural land and water resources is essential particularly in the field of Agriculture. The national economy is mainly dependent on Agriculture, as 72 % of population depends on Agriculture or are linked with agriculture based industries, In the Sirohi district of Raj. state, where 68 % population is dependent on agriculture mainly rain fed, as only 12.14 % area is covered under irrigation. As a result most of the people are below poverty line.
Increase in population and family size which has resulted in reduction in land holding and in exploitation of natural resources has led to present state of degradation and deforestation. Degraded soil and forest can not full fill the requirement of food and fodder for survival of human and animals of this area. To meet the increasing demand of food and fodder of farmers with limited irrigation opportunity the optimum utilization of local resources with integration of technology and participatory approach is importance. .
Experiences throughout the world has shown that land and water resources can most effectively be treated on a watershed basis as they are interdependent resources and such treatment will have a significant effect on other areas also. We also know that in the field of a Agriculture there is close inter action between land and water for obtaining maximum production of food and fodder.
4
Releasing the importance of adopting an integrated approach and recognizing the mutual inter dependencies of natural resources, Govt. of India and Govt. of Raj . has taken up a major program of watershed development but more players are required to meet the present situation. IWMP has got involved in the field of agriculture based development after studying the various problems of rural people. They have adopted participatory approach with people participation and involvement of Zila Parisad Sirohi which the important component of this program is.
Through this approach their major thrust is to involve the people right from beginning of program so that they can address their own problems of the rural area. Keeping in view the need for sustainable development , augmenting of family income there by improving quality of life, main themes considered are :-
� Human resource Development.
(I) Training and Awareness camps
⇒ Awareness and capacity building of - Program partners ⇒ Exposure visits of - Self help groups - Village watershed committee - Staff members
- Village association members. � Soil and land management.
(I) Erosion control structure for agriculture land
(I) Erosion control structure for non agricultural land
⇒ Peripheral bunds ⇒ Masonry stone check dam ⇒ Staggered contour Trenches ⇒ Continues Contour Trench ⇒ Gully plug (II) Water Conservation Structure ⇒ Construction of farm ponds or percolation tank. ⇒ Water harvesting structure (Masonry)
� Increase vegetative cover by aforestation, Pasture Development and Agriculture
development. (I) Agriculture Development ⇒ Rain fed land farming with tree component ⇒ Agro Horticulture ⇒ Introducing new crop variety
5
⇒ Improved agriculture practices ⇒ Change in cropping pattern ⇒ Demonstration (II) Non Agriculture Land Development ⇒ Silvia Pasture ⇒ Afforastration � Animal husbandry.
(I) Livestock Development ⇒ Vaccination ⇒ Deworming ⇒ Infertility Camp ⇒ Urea Treatment ⇒ Castration ⇒ Introduce cross bred cow, buffaloes and goat. � Economic development by creating income generation opportunities.
� Rural energy management.
6
Annexure ‘A’ • CHAPTER – I
• INTRODUCTION
Location .
The Project is located in Revdar Block, of Sirohi district. The project area is between the
latitudes 24° 30’ 30” & 75° 23’ 30” longitudes. It is at a distance of 17 km from its Block head
quarters and 67 Kms from the district head quarters. There is 6 no. of habitations in the Project
(v) No. of villages with access to Primary Health Centre 7
(vi) No. of villages with access to Veterinary Dispensary 4 (vii) No. of villages with access to Post Office 1 (viii) No. of villages with access to Banks 2 (ix) No. of villages with access to Markets/ mandis 1
(x) No. of villages with access to Agro-industries 0 (xi) Total quantity of surplus milk
1 Per capita income (Rs.) 16260 12500 2 Poverty ratio 0.22 3 Literacy (%) 0.604 0.23 4 Sex Ratio 921 930 5 infant mortality rate 6 maternal mortality ratio
The table indicates poor socio economic conditions.
Table 2.3 Land Use
Total area in Ha. Land Use
Private Panchayat Government Community Total Agriculture Land
Employment 70 Km Service in private sector at District
H.Q.
0.60-0.70 Lack per year
Total 267 The migration can be check by creation of employment opportunities, enhancing farm level economy, increases the income of the people engaged in animal husbandry by dairy, poultry and marketing and value addition. (As discussed earlier) and diversification in livelihoods.
The existing livelihoods Village are given below
Table 2.12 (a)Major activities (On Farm)
Name of activity No of House holds Average annual income from
The efforts for increase in income through off farm activities will be made under livelihood component through assistance to SHG or individuals Table 2.13( a ) Status of Existing SHG
S.No Name of SHG
Members Activity involved
Monthly income
Fund available
Assistance available
Source of assistance
Training received
The table indicates existence of number of groups in the area also these need to be strengthened through trainings and financial assistance II. Technical Features Table 2.14 Ground Water S.No Source No. Functional
Total 208 30 589 Table 2.15 Availability of drinking water
S.No
Name of the village
Drinking water requirement Ltrs/day
Present availability of drinking water Ltrs/day
No. of drinking water sources available
No. functional
No. requires repairs
No. defunct
Total Village
20150x30= 604500/-day
403000/-day
28 22 6 -
22
Table 2.16 Water Use efficiency Area (Hectare)
Name of major crop
through water saving
devices(Drip/Sprinklers)
through water
conserving agronomic practices#
Any other (pl. specify) Total
Wheat & Tamato Drip Irr. - PVC Pipe -
• The tables above indicate need for judicious use of available Water. • Encouraging optimum use of water through installation of sprinklers on every operational wells Table 2.17 Slope details.
Slope of Watershed S.No. Slope percentage
Area in hectares
1 0 to 3% 4577 Ha 2 3 to 8% 0 3 8 to 25% 0 4 > 25% 0
As most of the area has slope less than 3% construction of contour bunds can solve the problem
of water erosion in agriculture fields and protect washing of top soil and manures/fertilisers
23
Table 2.18Water Budgeting
Water Budgeting S.N ITEM DETAILS
1 Name of watershed Mandar 2 Name of panchayat samiti Reodar 3 Macro No 12 4 Micro No 1,2,3,4 &5 5 Topographical area , Ha 4577 6 Area not available for treatment,pal, habitition,rasta etc 0 7 Effective area 4577 8 Average annual rainfall, mm 526
9 From strange table proposition of estimated runoff by given rainfall
% of runoff to rainfall In good catchment 17.3 In average catchment 12.9 In bad catchment 8.6 Table -1
Type of watershed
Area of watershed, Ha
Factor in cum per ha
Expected yield, cum
Good 110 951.5 104665 Average 1260 709.5 893970 Bad 3207 473 1516911 Total 4577 2515546 10 Present storage of water by existing runoff structu re
Table - 2
S.N
Name of structure No / Area Storage capacity in cum
Type of structure / Measures No / Area Storage capacity per unit
Total Storage capacity in cum
Cost per cum / Per ha
1 ARABLE LANDS b. Farm pond 9 500 4500 NON ARABLE LANDS 0 ii) Earthen WHS 5 2500 12500 Drainage Line Treatment 0 Masonary Check Dam-Small 4 500 2000 Masonary Check Dam- Large 3 3500 10500 Soil and Water conservation works 0 Loose Boulder Check Dam 1 m 0 550 0 Loose Boulder Check Dam 0.6 m 12 150 1800 Total 31300
% of Run-off accummulat 5.78 %
24
Table 2.19 Soil details Soil Profile S.No. Major Soil Classes Area in hectares
1 Sandy Loam 3609 Ha 2 Degraded 968 Ha
Soil Depth : B Depth (Cms.) Area in hectares
1 0.00 to 7.50 968 Ha 2 7.50 to 45.00 3609 Ha 3 > 45.00 0
C Soil fertility Status Kg/ha Recommended N 125 P 17.7 K 183 Micronutrients PPM
The analysis of table shows need to improve and maintain soil fertility. Soil health card to every
farmer every crop season will be provided, which will include the recommendation for Application
micro nutrient and fertilizers
Table 2.20 Erosion details
Erosion status in project Area
Cause
Type of
erosion
Area affected
(ha)
Run off(mm/
year) Average soil loss
(Tonnes/ ha/ year) Water erosion
a Sheet 3207 b Rill 1220
c Gully 150
86
20
Sub-Total 4577 Wind erosion 0 0 0
Total for project 4577 Ha
25
CHAPTER - III Proposed Development Plan: The Activities are indicative addition /deletion in activities will be as per local conditions
A) Preparatory phase activities Capacity Building Trai nings and EPA
The IEC activities like Kalajathas, Group meetings, door to door campaign, slogans and
wall writings etc. were carried out in all the habitations of 12/1,2,3,4&5 Micro Watershed.
A series of meetings were conducted with GP members, community and discussed
about the implementation of IWMP programme. User groups were also formed.
Grama Sabhas were conducted for approval of EPA (Village), for selecting the
watershed committee and approval of DPR.
S.no Name of the Gram Panchayat Date on which Grama
Sabha approved EPA
1 Sorda 18-04-2011
2 Sonela 20-04-2011
3 Mandar 21-04-2011
4 Gundwara 19-04-2011
5 Peethapura 17-04-2011
The PRA exercise was carried out in all the villages on the dates shown below:
S.no Name of the
village/Habitation
Date on which PRA
conducted
1 Sorda 18-04-2011
2 Sonela 20-04-2011
3 Mandar 21-04-2011
4 Gundwara 19-04-2011
5 Pithapura 17-04-2011
26
Annexure ‘A’
Transact walk were carried out involving the community for Social mapping, Resource
mapping. Detailed discussions and deliberations with all the primary stakeholders were carried
out.
Socio-economic survey was carried out covering all the households and primary data on
demography, Land holdings, Employment status, Community activities etc. was collected as
mentioned in chapter 2.
State remote sensing department was assigned the work of preparing various thematic layers
using Cartosat-1 and LISS-3 imageries for Creation , development and management of geo-
spatial database depicting present conditions of land (terrain), water and vegetation with respect
to watershed under different ownerships at village level
Various thematic layers provided by SRSAC are :
• Delineation of Macro/Micro watershed boundaries. • Digitised Khasara maps of the villages falling in project area. • Network of Drainage lines, existing water bodies, falling in the project area. • Base maps (transport network, village/boundaries, and settlements). • Land Use / Land cover map. • Contours at 1 meter interval, slope map
Based on GIS thematic layers, Field visits , PRA and analysis of benchmark data (as
discussed in chapter 2) final Treatment plan on revenue map for implementation has been
framed. Thus each intervention identified has been marked on revenue map (map enclosed
in DPR as annexure------).The GIS based intervention map, PRA based intervention map are
annexed as ------.
.
26
CHAPTER -I V Activity wise Total Abstract of cost ( List Enclosed Page No -49)
Activity Unit Quantity Unit cost
Total cost
Cost from
Project Fund
Convergence Fund
Beneficiary Contribution*
*Tentative and will vary during execution according to beneficiary
Critical Assumption
• No severe droughts/ unexpected floods/ natural disasters
• Adequate funds are allocated for the same and released on time.
• There is no significant pest/ disease attack, and if so, then it will have been contained before
irreversible damage is done.
• Adverse market conditions do not persist long.
• Sound macro-economic and growth conditions continue and the benefits are widely distributed
particularly in the rural areas.
• Facilitating agencies and resource providers have the required competent staff so that timely
and appropriate technical advice and services are provided to farmers whenever required.
• The Capacity Building Plan is implemented, monitored and modified to address evolving needs
and feedback from participants.
• The execution of the Women’s Empowerment Pedagogy is regularly monitored by the District
and State level Implementing Agencies
Means of Verification of indicators
• Baseline surveys like household income ,expenditure, health and nutrition etc at the beginning,
mid-term and end of the project period
• Annual participatory assessment by communities during project period.
AS PER BASE LINE SURVEYgk;j f'k{kkgk;j f'k{kkgk;j f'k{kkgk;j f'k{kkvf'kf{krvf'kf{krvf'kf{krvf'kf{kr izkFkfed f'k{kkizkFkfed f'k{kkizkFkfed f'k{kkizkFkfed f'k{kk
PRAPOSED ESTIMATE FOR EDUCATIONAL TOUR UNDER WATERSHED DEVLOPMENT PROGRAME (WITH IN DISTT.)
PARTICIPANTS-50
A Cross section of bund- 0.64 SqmTop Width
0.4
B Length - 100 RmtBottom Width
2.15
Height 0.5
S. No.
Item Quantity UnitLabour
Rate Total Rate
Labour Amount
Total Amount
1Dug belling work up to 5-7 cm depth 4x100=400m
400 Rm 1.00 1.00 400.00 400.00
2
Earth work in hard soil for construction ofbund including ramming compaction anddressing up to the lead of 50m and lift1.5 m 0.64x100=64 cum
64 Cum 92.00 92.00 5888.00 5888.00
Total 6288.00 6288.00Say Rs 6288 6288
1896477
Say am 6500
Per Rmt 65Avarage length per Rm/Ha = 120 Rm 7800.00
Say am 7800
MODEL ESTIMATE OF ARABLE LAND NRM W/S
Contingency @ 3%Grand Total
Per Ha Cost
SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5
0.4
P.S. -Revder, DISTT. - SIROHI (RAJ.)
U/S1.5
:1 0.50 2:1
D/S
. 0.4
. 0.4
1.6
2.15
1 For Bank stabilazatlonP.S Revder DISTT. SIROHI ( RAJ.)
2 Name of work :- CONTRUCTION OF WEST WEIR
Design
1 Available crest length 3.00 M
2 Total catchment area 4.00 Ha
3 Hight of structure 0.30 M
A Design discharge (By flood discharge method)
A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=
Q = C I A C= 0.4036 Catchment Area 4.00 Ha
Q = 1.06 cumsec K = L3 H L= 150.00 M
Say 1 cumsec H= 1.75 MK 1388.73Tc=0.0195K
5.13I = 23.90 cm/hr.
B HYDROLIC DESIGN
Q = 1.71L(h)3/2 L = 3.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.36 Say = 0.10
Taking free board as 0.05 M
Total d = 0.15
WATER HARVESTING STRUCTURE
C. STRUCTURAL DESIGN
(I) Top width of Head wall
h /(p-1)0.5 0.09 0.09 say = 0.50 M(as per site condition where h = 0.10 m p = 2.30 0.10 M
p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wall
b = h+H /(p-1)0.5 0.35 Say = 0.75 M
H =heigth of head wall in meters = 0.3 m 0.30 M
(iii) Length of head wall extension H +d + 1 1.45 1.45 Md = h+free board = 0.15 0.15 Mbut as per side condition L/S M 2 R/S M 2 4.00 M
(iv) Heigth of Head wall extensionH + d = 0.45 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.20 0.45 M
(vi) Top width of HW ext0.4H= 0.12 0.40 M
(vii) Length of BasinL.B =0.75(H+d)+H 0.64 1.20 M
(viii) Thickness of Basin =0.60m(incloding concreting)
(ix) Height of side wall H+d = 0.45 0.45 M
(x) Height of side wall =1.5h at W W joints1.5h = 0.15 0.25 M
(xi) Length of side wall = B. W. of H. W -B.W of H W E+L.B+ width of toe wall
1.95
(xii) Length of wing wall = 2.25 h=0.23 0.00 M
(xiii) Height of the wing wall = 0.15 0.00 M
(xiv) Top width of Head wall ext site wall wing wall =
(xv) Width of toe wall= 0.3 M
(xvi) Height of toe wall = 0.15 M
(xvii) Height of wing wall at wing end = 0.00 M
(xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 0.45 M
(xix) Depth of foundation taking as 0.60 M
Prepared by Checked by Approved by
STABILITY CHECK'S
a Top width of anicut = 0.50 m
b Bottm width of anicut = 0.75 m w1 + w2self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure
h Food heigth = 0.10 m H heigth of anicut = 0.30 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity damForces and momrnt calculation'sconsidening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning momentas negative (-ve)moment taken at B
s. no. Forcesv- vertical forces
H- horizontal forces
Force acting at a distance from B
moment at B 2x5 + ve -ve
1 w1 = a x H xLxS
0.35 0.35 2.20 0.762 w2 = 1/2x(b-a)xHxLxS
0.09 0.09 1.13 0.10
3 p1 =wh x H
0.03 0.03 0.90 0.03
4 p2 =wH2/2 x H
0.05 0.05 0.60 0.03
5 p3 =cxwbx(H+h)/2
0.08 0.08 1.80 0.15 TOTAL 0.35 0.08 0.86 0.20
Em=mr-mo0.66
CHECKS IN OVERTURNING
Factor of satety agaist overturning
Emr/Emo =+m/-m = Restoning moment/overturning moment
4.29
it is more than 1.50 hance structure is safe against overturning
SLINDING
Factor of safety against slinding
Ev/Eh = 4.67
it is more than 1.0 hance structure is safe against slinding
RUPTURE (safety against tension at the bese)
X Relne Position of resultant measured from toe
x = Em/Ev = 1.87
e = b/2 - X -1.50
Ev/b (1+6e/b) -11.53
Ev/b (1-6e/b) 12.47
P max = -11.53
P min = 12.47
Name of work :-Waste weir S.No Particular Qty. Rate Per Amount Labour Rate L.Amount
1Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete
5.78 99.00 cum 572.02 99 572.022 2 cement concrete well mixed
in cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB 1.61 2062.00 cum 3326.52 353.11 569.655
3 Random rubble stone
masonary in cement sandmortar(1:6) for foundation 3.62 1590.00 cum 5763.35 416.4 1509.35
4
Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure
1.76 1590.00 cum 2797.61 416.4 732.656 5 Cement plaster including
smooth finishing in cementmortar (1:4)25mm thick 10.25 156.00 cum 1598.22 79.93 818.883
6 Cement concrete coping in
cement mortar1:.2:4.100mm thick 0.29 2960.00 cum 858.40 351.71 101.996
TOTAL 14916.12 4304.56 7 Rehandling of cement
beyond 100 m initial lead leadup to 200 0.87 61.00 53.35 61 53.3538
TOTAL 14969.47 4357.91METARIAL 10611.56LABOUR 4357.91
TOTAL 14969.47Add 3% Contingency Charges 449.08
TOTAL Rs. 15418.56Say 15500 Lac
Prepared by checked by Approved by
ABSTRACT OF COST
Modal estimate of wasteweir in Bank Stabilization Bond
NAME OF WORK : WASTE WEIR S.no Particular Qty. Sand Aggregate Stone Bags Cum 50mm 20mm Cum
Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
dry or mosit soil includinglaying on layers 1.5cmBreaking of clods sort ing ofgrass pabbles ete anddressing in requred profilewhen compacted manually orby plain roller with initial leadof 30mt and lift 1.5 mt(exeluding charges ofwaterring and compaction)Hard soil Total 0
13Dry stone pitching hammerdressing with packing ofvoids from small stoneincluding all lifts in reqiredprofile of depth of 20 to 23 cm
Name of Work :- Pasture Land Development (NRM) W/S
1.00 Ha. Area for trenching, Size of trench 0.45 mt. Depth 0.45 mt. Width33.3 Mt. Contour to contour intervals 0.2025 Sqm cross section area of trench
80 MM / Hr. Rainfall intensity of area 0.002
296 Mt. trenching length required in one hectare of land Say CCT/ha. 300.0060 Rmt. Length of Ditch cum bund fencing per ha.
278 Plants to be planted in one hectare Say 300 36.001.20 Mt. Depth of cattle protection trench, Top width 1.5 Bottom width 0.91.44 Sqm cross section area of DCB 60.00
S.no Particular Unit Quantity Labour Rate
Total Rate
Labour Cost Total Amount
(A) Ditch cum bund1 Dug belling work up to 5 to 7 cm depth. (4X60=240) Rmt. 240 1.00 1.00 240 240.002 Excavation of Ditch cum bund fencing Cum 86.43 Hard Soil 40% (60X1.44X0.4=34.56) Cum 34.56 82 82 2833.92 2833.924 Ordinary Murram 30% (60X1.44X0.3=25.92) Cum 25.92 99 99 2566.08 2566.085 Disintric Rock 30% (60X1.44X0.3=25.92) Cum 25.92 146 146 3784.32 3784.32
(B) Thor fencing work6 Excavation for thor fencing size 0.15x0.15x60 m Cum 1.35 99 99 133.65 133.65
(C) Counter Trench7 Layout ( by A-farm or dumpy level) for contouring. Rmt. 300 0.31 0.31 93 93.00
8Dug belling work up to 5 to 7 cm depth for contouring.(2X300=600) Rmt. 600 1.00 1.00 600 600.00
40%
Contour trench Excavation in 40 % Hard soil fortrenching. (1X300X0.2025X0.40=24.30) Cum 24.3 84 84.00 2041.2 2041.20
60%Contour trench Excavation in 60 % Ordinary Murramfor trenching. (1X300X0.2025X0.60=36.45) Cum 36.45 92 92.00 3353.4 3353.40
(D) Pits Work40% Pit digging in hard soil of size 45x45x45 Cm. Per pit 120 8.14 8.14 976.8 976.8060% Pit digging in moorm soil of size 45x45x45 Cm. Per pit 180 16.06 16.06 2890.8 2890.80
9Ring making of 1.0 Mt. Radius & 30 Cm. width X 20Cm. Depth. Per plant 300 2.60 2.60 780 780.00Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.20,293 Rs.20,293
Total Rs.20,293 20293Contengency 3% 609
Total Amount 20902
Rmt. Length of Ditch cum bund fencing per ha.Total C P T
Costing & Quantity Estimation of Pasture Land Development
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 work
5 Treatment of pit by FYM & Cloropairiphas (25gm per pit) Per pit 300 0.82 0.82 246 246.00
6 Cost of Cloropairiphas (As per market Rate) Per Kg 7.50 0.00 32.00 0 240.007 Cost of cloropairyphose As per market Rate.3x0.6=1.8 lit Per litre 1.80 0.00 280.00 0 504.008 600.008 Cost of saplings Per plant 300 0 5.00 0 1500.00
9 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1435.00 58.8 430.50
10 Planting of plant with Rehandling work 100m distance,mixing of soil with FYM,Endosalphane & filling of pit.cutting ofpolythine bag & planting with doing compact soil.
Per pit 300 7.40 7.40 2220 2220.00
11 Planting of Aloevera plant on top of contour trench 0.60mspacing with complete work.600x0.6=360 Rmt
Per Rmt 360 9.97 9.97 3589.2 3589.20
12 Cost of Aloevera including transport 10 Km + LoadingUnloading + Rehandling50%(3.75+0.94+0.297+0.3715=5.36)
Per plant 600 0 5.36 0 3216.00
14 Watering to the plant with 15 liters per plant for first yearthree times,second year five times & third year five timeswith mixing cloropairyphose.(2ml per pit) (300X13=3900)
Per plant 3900 1.85 1.85 7215 7215.00
SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5
6 x 6 mt. Spacing
(Production)Costing & Quantity Estimation of Pasture Land Development
P.S. -Revder, DISTT. - SIROHI (RAJ.)
S.no Particular Unit Quantity Labour Rate
Total Rate
Labour Cost
Total Amount
15 Transportation Cost of water up to 5 kmdistance.(300X13X15=58500)
Per 4000 Litre 58500.00 0 450.00 0 6581.25
16 Weeding & Hoeing (300X2X3=1800) Per plant 1800 1.20 1.20 2160 2160.0017 Ploughing by tractor cultivator and grass seed broadcasting
(seed rate 6 to 8 kgs/ha) cost of seed not includedHa. 0.80 284.00 964.00 227.2 771.20
18 Grass seed As per forest BSR 2004-2005 page no-12.
100% Dhaman Kg. 12 0 50.00 0 600.00
19 Making pallets of mixture of fine soil, grass seed, manure etc (seed rate 6 to 8 kgs/ha) cost of seed not included
Kg. 12.00 18.90 18.90 226.8 226.80
20 Sowing of grass seed pallets on bunds in two rows. Rmt. 720 0.59 0.59 424.8 424.8021 Sowing of tree seed on ridges. Rmt. 300.00 0.59 0.59 177 177.0022 Sowing of tree seed on bund (Desi Babool,neem & jetropha). Rmt. 180 0.59 0.59 106.2 106.20
23 Tree seed As per forest BSR 2004-2005 page no-12.Deshibabool Kg. 0.40 0.00 18.00 0 7.20
Kher Kg. 0.40 0.00 19.00 0 7.60Neem Kg. 0.40 0.00 39.00 0 15.60
Kumath Kg. 0.40 0.00 33.00 0 13.2024 One man chokidar for three year (within 25 Ha) No 43.80 135.00 135.00 5913 5913.0025 Gap filling in Second year (20%) 3097.8 4908.39
Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.43,561 Rs.27,131 Rs.43,561
Total Rs.27,131 43560.84
Add.3% Contengencey 1306.83Grand Total 44867.67
Total Cost/ HaLabour Cost/ Ha
Material Cost/ Ha
44868 27131 17737
65770
NRM Part 20902
Production 44868
Total Cost of Pasture Dovelopment
Name of Work :- Pasture Land Development
1 Ha. Area for P.D, 400 Rmt. Length of Thore fencing per ha.400 Plants to be planted in one hectare Say 400
(A) Plantation work
1 Planting of Aloevera plant on Boundary of field & (0.6mx0.6m)spacing with complete work ( 400x0.6=240 Rmt)
Per Rmt 240 9.97 9.97 2392.8 2392.8
2 Cost of Aloevera Including Transportation 10 Km + LoadingUnloading + Rehandling 50 %(3.77+0.94+0.297+0.3715=5.38)
Per plant 400 1 5.38 400 2150.00
3 Grass Seeding work (Dhaman Seed)12 kg/-Ha Per Kg 12 0 50.00 0 600.004 Making of Pallets Per Kg 12 18.9 18.90 226.8 226.805 Spreeding of Grass Seed Per Ha 1 160 160.00 160 160.00
Total Rs.3,180 Rs.5,530 Rs.3,180 Rs.5,530
Total Rs.3,180 5529.60
Add.3% Contengencey 165.89Grand Total 5695.49
Total Cost/ HaLabour Cost/ Ha
Material Cost/ Ha
5695 3180 2516Total Cost of Private Pasture Dovelopment 5695Cost From w/s scheme 5695
ALOEVERA NRMCosting & Quantity Estimation of Pasture Land Development
1.0 x 1.0 mt. Spacing
1 Name of village :- P.S . - Revder DISTT. SIROHI
2 Name of work :- CONTRUCTION OF NADI WITH WASTEWEIR Design
1 Available crest length 6.00 M2 Total catchment area 20.00 Ha3 Hight of structure 0.80 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=Q = C I A C= 0.40
36 Catchment Area 20.00 Ha
Q = 1.78 cumsec K = L3 H L= 1200.00 M
Say 2.00 cumsec H= 4.00 MK 20784.61Tc=0.0195K0.77
41.18I = 8.00 cm/hr.
B HYDROLIC DESIGN
Q = 1.71L(h)3/2 L = 6.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.34 Say = 0.35 Taking free board as 0.3 MTotal d = 0.65
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.31 0.31 say = 0.60 M(as per site condition where h = 0.35 m p = 2.30 0.35p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wallb = 0.8H+T.W+.3 1.54 Say = 1.60 MH =heigth of head wall in meters = 0.8 m 0.80 M
(iii) Length of head wall extension H +d + 1 2.45 2.45 Md = h+free board = 0.65 0.65 Mbut as per side condition L/S M 1.5 R/S M 1.5 3.00 M
(iv) Heigth of Head wall extensionH + d = 1.45 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 0.58 0.60 M
(vi) Top width of HW ext0.4H= 0.32 0.60 M
(vii) APRON WIDTH =H+d 1.45 1.45 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 1.45 1.45 M (x) Height of side wall =1.5h at W W joints
1.5h = 0.53 0.50 M
NADI IN P. D. BLOCK
(xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall2.90
(xii) Length of wing wall = 2.25 h= 0.79 0.80 M (xiii) Height of the wing wall = 0.53 0.60 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M (xvi) Height of toe wall = 0.30 M (xvii) Height of wing wall at wing end = 0.60 M (xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 0.60 M (xix) Depth of foundation taking as 1.00 M
STABILITY CHECK'S a Top width of anicut = 0.60 m b Bottm width of anicut = 1.60 m w1 + w2self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure h Food heigth = 0.35 m H heigth of anicut = 0.80 m L considening one metre = 1 S 2.3 C 0.6
Forces acting on a over flow gravity damForces and momrnt calculation'sconsidening one metre length of ancut and taking Restoring moment as positive (+ ve) and overturning momentas negative (-ve)moment taken at B
s. no. Forcesv- vertical forces
H- horizontal forces
Force acting at a distance from B
moment at B 2x5 + ve -ve
1 w1 = a x H xLxS
1.10 1.10 2.20 2.432 w2 = 1/2x(b-a)xHxLxS
0.92 0.92 1.13 1.043 p1 =wh x H
0.28 0.28 0.90 0.254 p2 =wH2/2 x H
0.32 0.32 0.60 0.195 p3 =cxwbx(H+h)/2
0.46 0.46 1.80 0.83 TOTAL 1.56 0.60 3.47 1.27
Em=mr-mo2.19
CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment
2.72it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 2.61it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.40e = b/2 - X -0.60Ev/b (1+6e/b) -1.29Ev/b (1-6e/b) 3.24P max = -1.29P min = 3.24
Name of work :-Nadi with weste weir S.Noitem no.Particular Qty. Rate Per Amount Labour Rate L.Amount
1 2,(b)1
Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete
2.61 82.00 cum 214.02 82.00 214.022 2(c ),1 Excavation in ordinary
murram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof1.5m including dressing etccomplete 7.83 99.00 cum 775.17 99.00 775.17
3 2(d ),1Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m
15.66 146.00 cum 2286.36 146.00 2286.364 192,17
cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto40mm. HB
8.17 2062.00 cum 16850.66 353.11 2885.61495 27,3 Random rubble stone
masonary in cement sandmortar(1:6) for foundation 14.06 1590.00 cum 22352.22 416.4 5853.7512
6 28,3Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure
12.64 1590.00 cum 20096.01 416.4 5262.87967 70,8 Cement plaster including
smooth finishing in cementmortar (1:4)25mm thick 33.21 156.00 cum 5179.98 79.93 2654.0757
9 2(b),1 E/W for bind / embankment indry or mosit soil including layingon layers 1.5cm Breaking ofclods sort ing of grass pabblesete and dressing in requredprofile when compactedmanually or by plain roller withinitial lead of 30mt and lift 1.5 mt(exeluding charges of waterringand compaction) Hard soil 1340.00 92.00 cum 123280.00 92.00 123280
TOTAL 193978.14 143561.65TOTAL 193978.14Add 3% Contingency Charges 5819.34
199797.49Total METARIAL 56235.84 SAY 0.562Total LABOUR 143561.65 SAY 1.436G. TOTAL 199797.49 Say 2.00
Prepared by checked by Approved by
S.No. PARTICULAR No. LENGTH BREADTHHT/DEPTH QUANTITY1 Total Excavation
Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of30 m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
Total 2.61
3 Excavation in ordinarymurram or earth mixed withbajri and kankar or boulderdry or most&disposal ofexcavated material withinintial lead of 30 m and liftof1.5m including dressing etccomplete 30% of TotalExcavation
Total 7.834
Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m60% of Total Excavation
Total 15.66
5cement concrete well mixedin cement mortar(1:4:8) laidin position complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.
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 4x2x0.15=1.20 cum 3.50 cum 99.00 99.00 346.5 346.52x1x1x1.15=2.30 cumTotal cum 3.50 cum
2 4x2x0.15=1.20 10.50 cum 332.10 997.00 3487.05 10468.502x1x1x1.15=2.30
4x(2+1)/2x1.0=6.00 2x1x1x0.50=1.00
Total cum 10.50 cumTotal 3833.6 10815.0
tksM+ 3 % dfUVu tsalh 324.45
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SAY 11200
3834
7366
11200
LSCD
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SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5
Rate Amount
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P.S. -Revder, DISTT. - SIROHI (RAJ.)
Excavation of earth work in
hard soilDry Stone Masonary
Details of work
1 SIROHI (IWMP) - IV 1
P.S . REODAR DISTT. SIROHI ( RAJ.)
2 Name of work :- CONTRUCTION OF WALL AT NALLA 3 Available crest length 7 m4 Hight of structure 0.80 m5 Top Width 0.5 m6 Bottom Width 1.14 m7 Depth of foundation taking as 1.10 m8 Length of Basin 1.00 m9 Head wall ext. 2+2 m
(1:8)(cum) 1.80, 0.375, 1.206 Cement concrete coping in cement
mortar1:2:4.50 mm thick 1.01 6.47 0.45 0.917 Dry stone pitching
TOTAL 36.2 8.00 5.82 16.1SAY 36 BAGS 1.81 MT
.0.6 2.00 A 7 2.00Head wall
Apron 1.00
0.80 0.3 7G.L G.L
A
1.10 0.3
0.3
1.14
Head wall
X-Section of head wall,Apron (A-A)
1.00
Apron
PLAN
0.5
SIROHI (IWMP) - IVNAME OF WORK - MATERIAL CONSUMPTION STAEMENT OF MASONARY WALL IN
0.50
………..
1 Name of w/s :- Revder RevderP.S Revdar DISTT. SIROHI ( RAJ.)
2 Name of work :- CONTRUCTION OF PAKA ANICUT AT Design
1 Available crest length 10.00 M2 Total catchment area 250.00 Ha3 Hight of structure 2.00 MA Design discharge (By flood discharge method) A HYDROLIC DESIGN
Peak rate of run off in cum/sec.=Q = C I A C= 0.40
36 Catchment Area 250.00 Ha
Q = 16.94 cumsec K = L3 H L= 780.00 M
Say 11 cumsec H= 8.00 MK 7701.88Tc=0.0195K0.77
19.17I = 6.10 cm/hr.
B HYDROLIC DESIGN
Q = 1.71L(h)3/2 L = 10.00 mt length available at site
h =[Q/1.71L]2/3
h = 0.75 Say = 0.75 Taking free board as 0.3 MTotal d = 1.05
C. STRUCTURAL DESIGN (I) Top width of Head wall
h /(p-1)0.5 0.66 0.66 say = 1.00 M(as per site condition where h = 0.75 m p = 2.30 0.75p Specific gravty of stone masnory in cm = 2.3
(ii) Bottom width of head wallb = 0.8H+T.W+.3 2.90 Say = 3.00 MH =heigth of head wall in meters = 2 m 2.00 M
(iii) Length of head wall extension H +d + 1 4.05 4.05 Md = h+free board = 1.05 1.05 Mbut as per side condition L/S M 5 R/S M 5 10.00 M
(iv) Heigth of Head wall extensionH + d = 3.05 M
(v) Botton width of HW ext. side wall & wing wall0.5(H+h)= 1.38 1.20 M
(vi) Top width of HW ext0.4H= 0.8 0.80 M
(vii) APRON WIDTH =H+d 3.05 2.70 M
(viii) Thickness of Basin =0.60m(incloding concreting) (ix) Height of side wall
H+d = 3.05 3.05 M (x) Height of side wall =1.5h at W W joints
1.5h = 1.13 1.00 M (xi) Length of side wall = B. W. of H. W -B.W of H W E+Apron width+ width of toe wall
4.95 (xii) Length of wing wall = 2.25 h= 1.69 2.00 M (xiii) Height of the wing wall = 1.13 1.00 M (xiv) Top width of Head wall ext site wall wing wall = 0.60mt (xv) Width of toe wall= 0.45 M (xvi)Height of toe wall = 0.30 M (xvii) Height of wing wall at wing end = 1.00 M (xviii) Bottem width of the side wall &wing wall taking as per Bottom width
of the head wall ext as in item no.5= m 1.20 M (xix) Depth of foundation taking as 2.00 M
WATER HARVESTING STRUCTURE
STABILITY CHECK'S a Top width of anicut = 1.00 m b Bottm width of anicut = 3.00 m w1 + w self weight of anicut
p1 Pressure due to water besswall
p2 Horizontal water pressure
p3 Up lift pressure h Food heigth = 0.75 m H heigth of anicut = 2.00 m L considening one metre = 1 S 2.3 C 0.6
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
4.60 4.60 2.20 10.122 w2 = 1/2x(b-a)xHxLxS
4.60 4.60 1.13 5.203 p1 =wh x H
1.50 1.50 0.90 1.354 p2 =wH2/2 x H
2.00 2.00 0.60 1.205 p3 =cxwbx(H+h)/2
2.16 2.16 1.80 3.89 TOTAL 7.04 3.50 15.32 6.44
Em=mr-mo8.88
CHECKS IN OVERTURNINGFactor of satety agaist overturning Emr/Emo =+m/-m = Restoning moment/overturning moment
2.38it is more than 1.50 hance structure is safe against overturning SLINDINGFactor of safety against slindingEv/Eh = 2.01it is more than 1.0 hance structure is safe against slindingRUPTURE (safety against tension at the bese)X Relne Position of resultant measured from toe x = Em/Ev = 1.26e = b/2 - X 0.24Ev/b (1+6e/b) 2.82Ev/b (1-6e/b) 1.87P max = 2.82P min = 1.87
Name of work :-Medium masonary structure S.No Particular Qty. Rate Per Amount Labour Rate L.Amount
1
Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete
15.53 99.00 cum 1537.57 99.00 1537.5692
Excavation in ordinary murramor earth mixed with bajri andkankar or boulder dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete
46.59 146.00 cum 6802.58 146.00 6802.5783
Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m
93.19 193.00 cum 17984.90 193.00 17984.8984
cement concrete well mixed incement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto40mm. HB
28.49 2062.00 cum 58754.63 353.11 10061.51635 Random rubble stone
masonary in cement sandmortar(1:6) for foundation 113.62 1590.00 cum 180649.44 416.4 47309.7024
6Random rubble stonemasonary in cement sandmortar(1:6) forsuper structure
114.06 1590.00 cum 181351.43 416.4 47493.5437 Cement plaster including
smooth finishing in cementmortar (1:4)25mm thick 105.58 156.00 cum 16470.09 79.93 8438.80958
Excavation in hard soil dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete 10%ofTotalExcavation
Total 15.53
3Excavation in ordinary murramor earth mixed with bajri andkankar or boulder dry ormost&disposal of excavatedmaterial within intial lead of 30m and liftof 1.5m includingdressing etc complete 30% ofTotal Excavation
Total 46.59
4Excavation in disintegratedrock and or soft rock or hardbankar or compacted murrumdry or moist includingdressing&disposal ofexeavated matarual with intiallead of 30m and lift of 1.5m60% of Total Excavation
Total 93.19
5cement concrete well mixed incement mortar(1:4:8) laid inposition complete includingcuring Aggregate size upto50mm. HB Total ExcavationH.W.
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Name of Village :- Name of Panchayat :-
Name of Work :- Pasture Land Development (NRM)
1.00 Ha. Area for trenching, Size of trench 0.45 mt. Depth 0.45 mt. Width33.3 Mt. Contour to contour intervals 0.2025 Sqm cross section area of trench
80 MM / Hr. Rainfall intensity of area 0.002
296 Mt. trenching length required in one hectare of landSay CCT/ha. 300.0060 Rmt. Length of Ditch cum bund fencing per ha.
278 Plants to be planted in one hectare Say 300 36.001.20 Mt. Depth of cattle protection trench, Top width 1.5 Bottom width 0.9
1.44 Sqm cross section area of DCB 60.00S.no Particular Unit Quantity Labour
RateTotal Rate
Labour Cost Total Amount
(A) Ditch cum bund1 Dug belling work up to 5 to 7 cm depth. (4X60=240) Rmt. 240 1.00 1.00 240 240.002 Excavation of Ditch cum bund fencing Cum 86.43 Hard Soil 40% (60X1.44X0.4=34.56) Cum 34.56 91 91 3144.96 3144.964 Ordinary Murram 30% (60X1.44X0.3=25.92) Cum 25.92 99 99 2566.08 2566.085 Disintric Rock 30% (60X1.44X0.3=25.92) Cum 25.92 134 134 3473.28 3473.28
(B) Thor fencing work6 Excavation for thor fencing size 0.15x0.15x60 m Cum 1.35 91 91 122.85 122.85
(C) Counter Trench7 Layout ( by A-farm or dumpy level) for contouring. Rmt. 300 0.31 0.31 93 93.00
8Dug belling work up to 5 to 7 cm depth for contouring.(2X300=600) Rmt. 600 1.00 1.00 600 600.00
40%
Contour trench Excavation in 40 % Hard soil fortrenching. (1X300X0.2025X0.40=24.30) Cum 24.3 91 91.00 2211.3 2211.30
60%
Contour trench Excavation in 60 % Ordinary Murramfor trenching. (1X300X0.2025X0.60=36.45) Cum 36.45 99 99.00 3608.55 3608.55
(D) Pits Work40% Pit digging in hard soil of size 45x45x45 Cm. Per pit 120 7.48 7.48 897.6 897.6060% Pit digging in moorm soil of size 45x45x45 Cm. Per pit 180 14.74 14.74 2653.2 2653.20
9Ring making of 1.0 Mt. Radius & 30 Cm. width X 20Cm. Depth. Per plant 300 2.40 2.40 720 720.00Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.20,331 Rs.20,331
Total Amount Rs.20,331 20331
MNREGS
Rmt. Length of Ditch cum bund fencing per ha.Total C P T
Panchayat samity-Revder, District - Sirohi, State - Rajasthan,
Costing & Quantity Estimation of Pasture Land Development
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 work
5 Treatment of pit by FYM & Endosulphane (25gm per pit) Per pit 300 0.82 0.82 246 246.00
6 Cost of Endosulphane (As per market Rate) Per Kg 7.50 0.00 32.00 0 240.007 Cost of cloropairyphose As per market Rate.3x0.6=1.8 lit Per litre 1.80 0.00 350.00 0 630.008 Cost of saplings Per plant 300 0 3.00 0 900.00
9 Transportation Cost of saplings from 10 km distance. Per 1000 Plant 0.3 196 1435.00 58.8 430.50
10 Planting of plant with Rehandling work 100m distance,mixing of soil with FYM,Endosalphane & filling of pit.cuttingof polythine bag & planting with doing compact soil.
Per pit 300 7.40 7.40 2220 2220.00
11 Planting of Aloevera plant on top of contour trench 0.60mspacing with complete work.600x0.6=360 Rmt
Per Rmt 360 9.97 9.97 3589.2 3589.20
12 Cost of Aloevera including transport 10 Km + LoadingUnloading + Rehandling50%(3.75+0.94+0.297+0.3715=5.36)
Per plant 600 0 5.36 0 3216.00
14 Watering to the plant with 15 liters per plant for first yearthree times,second year five times & third year five timeswith mixing cloropairyphose.(2ml per pit) (300X13=3900)
Per plant 3900 1.85 1.85 7215 7215.00
6 x 6 mt. Spacing
Panchayat samity-Revder, District - Sirohi, State - Rajasthan,
(Production)Costing & Quantity Estimation of Pasture Land Development
MNREGS
15 Transportation Cost of water up to 5 kmdistance.(300X13X15=58500)
Per 4000 Litre 58500.00 0 450.00 0 6581.25
16 Weeding & Hoeing (300X2X3=1800) Per plant 1800 1.20 1.20 2160 2160.0017 Ploughing by tractor cultivator and grass seed broadcasting
(seed rate 6 to 8 kgs/ha) cost of seed not includedHa. 0.80 284.00 922.00 227.2 737.60
18 Grass seed As per forest BSR 2004-2005 page no-12.
100% Dhaman Kg. 12 0 50.00 0 600.00
19 Making pallets of mixture of fine soil, grass seed, manureetc (seed rate 6 to 8 kgs/ha) cost of seed not included
Kg. 12.00 18.90 18.90 226.8 226.80
20 Sowing of grass seed pallets on bunds in two rows. Rmt. 720 0.59 0.59 424.8 424.8021 Sowing of tree seed on ridges. Rmt. 300.00 0.59 0.59 177 177.0022 Sowing of tree seed on bund (Desi Babool,neem &
jetropha). Rmt. 180 0.59 0.59 106.2 106.20
23 Tree seed As per forest BSR 2004-2005 page no-12.Deshibabool Kg. 0.40 0.00 18.00 0 7.20
Kher Kg. 0.40 0.00 19.00 0 7.60Neem Kg. 0.40 0.00 39.00 0 15.60
Kumath Kg. 0.40 0.00 33.00 0 13.2024 One man chokidar for three year (within 25 Ha) No 43.80 135.00 135.00 5913 5913.0025 Gap filling in Second year (20%) 3097.8 4788.39
Note:- All Rates Apply Gramin kary Nirdesika 2011 Total Rs.27,131 Rs.42,333 Rs.27,131 Rs.42,333
Grand Total Total Rs.27,131 42333.24
Total Cost/ HaLabour Cost/ Ha
Material Cost/ Ha 27131
1162642333 27131 15202 15202
116355122
110256224
TotalContengency 2%
Grand Total
Labour costAdd.30% reductionMeterialAdd.3% water,Aaya
Name of Work :- Continious contour trench Jal Grahan Vikash Samiti
Total Area in Ha 1
Labour Total Labour Total
1Marking of contour line through dumpy level
300 Rmt 0.24 0.27 72.00 81.00
2Dug belling work for CCT up to 5-7 cm depth (As per BSR2012 (2X300=600)
600 Rmt 0.88 0.88 528.00 528.00
Quantity of E/W (300Rmt X 0.2025=60.75 cum)
60.75 Cum
3Excavation of hard soil for CCTas per BSR201 40%
24.3 Cum 74.00 74.00 1798.20 1798.20
4Excavation of murram for CCTas per BSR2012 60%
36.45 Cum 90.00 90.00 3280.50 3280.50
5Sowing of local grass seed on bunds As per BSR2012 (3X300=900)
900 Rmt 0.52 0.52 468.00 468.00
6 Grass seed 0.00 0.00
A Spreeding of Grass seed 1 Ha 141 141 141.00 141.00
B Making of pallets 12 Kg 16.3 16.8 195.60 201.60
C Dhaman 12 Kg 0 50 0.00 600.00
Total cost for CCT 6483.30 7098.30
2778.094 2778.09
;ksx;ksx;ksx;ksx 9261 9876.39
tksMs+ 3 % ikuh okyk + vk;k 277.84 277.84
;ksx;ksx;ksx;ksx 9539 10154.24
tksM+ 2 % dfUVu tsalh 203.08
dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx 10357
SAY 10400
9540
860
10400dqy ;ksx dqy ;ksx dqy ;ksx dqy ;ksx
Total length of CCT per ha =300 Rm/ha
CX= 0.2025 Cum
RateS.no.
Item Quantity Unit
Je Hkkx esa 30 % VkLd dh deh ds dkj.k vfrfjDr tksMuk
SIROHI ( IWMP - IV ) W/S - 12/1,2,3,4,5
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