30x30x1.50-farm pond-27.01.2013-800000
TRANSCRIPT
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NAME OF THE WORK
NAME OF THE FARMER
FORMATION OF FARMPOND
REPORT TO ACCOMPANY THE ESTIMATEG.O.M.S.No.198,Agriculture(API)Dept.Dated:31.10.2011
S.F. No.
VILLAGE
HAMLET
BLOCK
fields. Based on the feasibility of the catchment area.
DISTRICT
JAWALAGIRI
CHENNAMALAM
THALLY
DENKANIKOTTAI
KRISHNAGIRI
TALUK
INTRODUCTION;
The Govt. of Tmailnadu is implementing Integrated Development of pulses villa
Areas in 5 Districts during the year 2011-2012. In the rain fed areas do not have assu
irrigation, it has been proposed to establish Farm ponds in the project area in order t
life saving irrigation for the pulse crops. The farm ponds will be established in the far
As the guide lines new farm ponds of size 20m x 20m x 3m are to be establishe
be lined by plastic sheets of 500 microns. How ever it has also been permitted to alte
of the farm ponds based on the site conditions.
A preliminary study of the project area indicated that the soil condition in Thall
does not suit deep farm ponds of 3m depth. It was also felt that there will be no nee
lining as the soil profile indicated, soft density rock strata below a depth of 1.50 mts.farmers were also not willing to go for plastic lining. Hence it has been decided to est
ponds with a depth of 3 mts. And to decide the linear measurements as per the site c
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ges in rain fed
ed
provide
er's
and to
r the size
block
of plastic
The
ablish farm
ondition
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NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
HOSUR
KELAMANGALAM
KRISHNAGIRI
CHENNAMALAM DENKANIKOTTAI RAYAKOTTAIWORKSITE
DHARMAPURI
Assistant Exeutive Engineer, Junior Engineer,Agricultural Engg, Department, Agricultural Engg, Department,
r s nag r r s nag r
LOCATION MAPBANGALORE
SHOOLAGIRI
THALLY
JAWALAGIRI
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N
3.00 1.00 1.50 1.50 1.00 3.00
1.00 1.00
GL 1.00 GL
3.00 0.80 HGS 3.00GL
0.70 SDR 1.0
1.0
3.0
0
1.0
1.0
C
S 1.5
27.00 HGS
SDR
LS LS 1.00
0.8
0
0.7
0
27.00
27.00
CS 1
.5
30.00 1.0
1.0
1.0
Assistant Exeutive Engineer, Junior Engineer, 1.0
AED,KRISHNAGIRI AED,KRISHNAGIRI GL
1:1-Slope
1.50
1:1-Slope
1:1-Slope
1:1-Slope
LONGITUDINAL SECTION
30.00
3.0
0
PLAN
30.00 30.00
SCALE:NOT TO SCALE
PLAN SHOWING THE PROPOSED FARM POND
NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
27.00
30.00
C
ROSS
SECTION
27.0
0
27.0
0
30.0
0
1.5
0
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DEPTH in
metreQUANTITY in cum
FORM POND 30.00 + 27.00 30.00 + 27.00
2 2
33.75 23.75
x 35.32 x 10-6
NAME OF WORK : FARM POND under RKVY
CAPACITY OF THE POND
LENGTH in metre BREADTH in metreNO
1.501 1218.380
1218.380Capacity of the pond =
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
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Depth Quantity
M
1 6 7
1
30.00 + 28.40 30.00 + 28.40 0.80
2 2
682.11
2
1 x 1 28.40 + 27.00 28.40 + 27.00
2 2
537.10
3 3.00 + 1.00
2
280.00
4 - III Lead 930.00
DETAILED ESTIMATE FOR FARM POND
Sl
no Description of work
No Breadth
M M
Length
NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
682.11
2 3 5
Total
HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of
2m in Hard stiff clay, stiff black cotton, hard red earth, shales,murram, gravel, stoney earth and earth
mixed with small size boulders SS.20B
SDR-(Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m
& initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.
For DEEPENING OF POND
Total
Total
0.70 537.10
280.001 x 1 140 1.00
For DEEPENING OF POND 1x1
x ra or every a ona me res ea o r par ereo over e n a
Breaking clods, consolidating and
sectioning(Bund portion)
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M3
M3
M3
M3
M3
M3
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NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLY
VILLAGE:JAWALAGIRI ; SF.NO:
Rate Amount
Rs Ps Rs Ps
1 M3 SI-62 36.40 M3 36.40
2 M3 SI-61 38.80 M3 38.80
3 M3 SI-67 54.20 M3 54.20
4 M3 SI-72 95.50 M3 95.50
5 M3 SI-78 2.30 M3 2.30
Extra for every additional 10M. Lead or part thereof
over the initial lead. I Lead SI-76 4.60 M3 4.606
DATA SHEET
Sl
noQty Unit
HGS SS.20.B. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders SS.20B
M3
Description of work
HGS SS.20.A. Earth work excavating and depositing on bank
with initial lead of 10 m & initial lift of 2m in Hard stiff clay,
stiff black cotton, hard red earth, shales,murram, gravel,
stoney earth and earth mixed with small size boulders
SS.20.A(For Bund qty).
SDR-(Not Requiring Blasting) Earth work excavating and
depositing on bank with initial lead of 10 m & initial lift of 2min Soft disintegrated rock, laterite, soft rock or kankar, not
requiring blasting(FOR DEEPENING OF POND).
MR-&-DMR (Not Requiring Blasting) Earth work excavating
and depositing on bank with a initial lead of 10 m & initial lift
of 2m in medium rock and dense medium rock not requiring
blasting(FOR DEEPENING OF POND).
Breaking clods, consolidating and sectioning(Bund portion)
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NAME OF WORK : FARM POND under RKVY
DISTRICT:KRISHNAGIRI/ TALUK:DENKANIKOTTAI / BLOCK:THALLYVILLAGE:JAWALAGIRI ; SF.NO:
Rate Amount
Rs Ps Rs Ps
1 682.11 M3 36.40 M3 24828.80
2 537.10 M3 54.20 M3 29110.82
3 280.00 M3 2.30 M3 644.00
Extra for every additional 10M. Lead or part thereof
930.00 M3 over the initial lead as per Sl.No 78 III Lead 13.80 M3 12834.00
5 4.00 Nos 3000.00 1No 12000.00
6Provision for TNCLW Fund 0.3% 240.00
Qty Unit
SDR-(Not Requiring Blasting) Earth work excavating and
depositing on bank with initial lead of 10 m & initial lift
of 2m in Soft disintegrated rock, laterite, soft rock or
kankar, not requiring blasting(FOR DEEPENING OF
POND).
4
Breaking clods, consolidating and sectioning(Bund
portion)
For inlet & outlet 600mm dia RCC pipes 2.50m length
including loading, unloading & transporting to worksite.
ABSTRACT ESTIMATE FOR FARM POND
Sl
no
Description of work
HGS SS.20.B. Earth work excavating and depositing on
bank with initial lead of 10 m & initial lift of 2m in Hard
stiff clay, stiff black cotton, hard red earth,
shales,murram, gravel, stoney earth and earth mixed
with small size boulders SS.20B
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Estimate Amount in Rs 80000.00 Estimate Amount in Rs
Name of land owner
S.F No 781 S.F No 781
Name of land owner
Est.No & Date Est.No & Date 0
Name of Panchayat union Thally Name of Panchayat union Thally
Name of village Jawalagiri Name of village Jawalagiri
80000
Name of hamletChennamalamName of hamlet
Farm pond
Name of Taluk Denkanikottai Name of Taluk Denkanikottai
Chennamalam
AGRICULTURAL ENGINEERING DEPARTMENT AGRICULTURAL ENGINEERING DEPARTMENT
KRISHNAGIRI DISTRICT KRISHNAGIRI DISTRICT
SUB DIVISION : KRISHNAGIRI SUB DIVISION : KRISHNAGIRI
2012-2013 2012-2013
Name of Scheme RKVY Name of Scheme RKVY
Name of Work Farm pond Name of Work
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